Permit Application Status

PRSUBD20215636


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Summary


PRSUBD20215636
Public Infrastructure
Final Acceptance
NLV TOWNHOMES LLC
DEVELOPMENT COMPLETE
Village at New Longview Townhomes: Mass Grading/ESC, Public Storm, Public Streets, Public Water
10/28/2021
08/26/2022
04/07/2025
Locations
Contacts
RUSSELL PEARSON, Address:3152 GRANDSTAND CIR, Phone:(913) 735-9861  
Julie Sellers, Address:Olsson Associates, Phone:(816) 361-1177  
Scott Ready, Phone: 8169691225  
O'REILLY BUILD LLC, Address:5051 S NATIONAL AVE STE 4-110, Phone:(417) 862-9500  
NLV TOWNHOMES LLC, Address:3152 SW GRANDSTAND CIR  
Reviews
Review Type Outcome Est. Completion Date Completed
Licensed Contractors Approved 08/26/2022 08/23/2022
Scott Ready
Fees
Paid Fees Amount Paid Owing Date Paid
9110068-Storm Sewer Inspection Fee $2,962.05 $2,962.05 Paid 08/19/2022
9110081-Paved Surface Inspection Fee $441.20 $441.20 Paid 08/19/2022
9110071-Site Grading Fee $6,554.81 $6,554.81 Paid 08/19/2022
9110069-After Hours Inspections (Public Works)(Per Hour) $100.00 $100.00 Paid 12/19/2022
91100C9-Water Insp Fee $1,187.29 $1,187.29 Paid 12/19/2022
9110072-Water Test Fee $400.00 $400.00 Paid 12/19/2022
9110069-After Hours Inspections (Public Works)(Per Hour) $300.00 $300.00 Paid 05/17/2024
9110069-After Hours Inspections (Public Works)(Per Hour) $50.00 $50.00 Paid 05/17/2024
9110069-After Hours Inspections (Public Works)(Per Hour) $75.00 $75.00 Paid 05/17/2024
9110080-Not Ready Inspection Fee $75.00 $75.00 Paid 07/24/2024
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $12,145.35 $12,145.35 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Grading/Excavation/Fill Inspection Partial 09/09/2022
Misc
Informational
09/09/2022
Trinity Excavating onsite grading. 9/6/22 ES
Grading/Excavation/Fill Inspection Partial 09/09/2022
Misc
Informational
09/09/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES
Grading/Excavation/Fill Inspection Partial 09/09/2022
Misc
Informational
09/09/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES
Erosion Control Inspection Partial 09/09/2022
Misc
Informational
09/09/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES
Water Line - Construction Inspection Partial 09/14/2022
Misc
Informational
09/14/2022
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES
Grading/Excavation/Fill Inspection Partial 09/14/2022
Misc
Informational
09/09/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES
Grading/Excavation/Fill Inspection Partial 09/14/2022
Misc
Informational
09/14/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES
Grading/Excavation/Fill Inspection Partial 09/14/2022
Misc
Informational
09/14/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES
Erosion Control Inspection Partial 09/20/2022
Misc
Informational
09/09/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order.
Grading/Excavation/Fill Inspection Partial 09/21/2022
Misc
Informational
09/14/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22.
Erosion Control Inspection Partial 09/26/2022
Misc
Informational
09/20/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES
Site Visit Partial 09/27/2022
Misc
Informational
09/27/2022
No site work being performed today. 9/27/22 ES
Grading/Excavation/Fill Inspection Partial 09/27/2022
Misc
Informational
09/21/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES
Site Visit Partial 09/28/2022
Misc
Informational
09/27/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES
Site Visit Partial 09/29/2022
Misc
Informational
09/28/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES
Site Visit Partial 09/30/2022
Misc
Informational
09/29/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES
Erosion Control Inspection Partial 10/03/2022
Misc
Informational
09/26/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES
Grading/Excavation/Fill Inspection Partial 10/03/2022
Misc
Informational
09/27/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES
Site Visit Partial 10/04/2022
Misc
Informational
09/30/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES
Site Visit Partial 10/07/2022
Misc
Informational
10/04/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES
Site Visit Partial 10/07/2022
Misc
Informational
10/07/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES
Erosion Control Inspection Partial 10/11/2022
Misc
Informational
10/03/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES
Sanitary Sewer Construction Inspection Partial 10/11/2022
Misc
Informational
10/11/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES
Sanitary Sewer Construction Inspection Partial 10/11/2022
Misc
Informational
10/11/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES
Sanitary Sewer Construction Inspection Partial 10/12/2022
Misc
Informational
10/11/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES
Sanitary Sewer Construction Inspection Partial 10/14/2022
Misc
Informational
10/12/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES
Grading/Excavation/Fill Inspection Partial 10/18/2022
Misc
Informational
10/03/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES
Storm Sewer Construction Inspection Partial 10/18/2022
Misc
Informational
10/18/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES
Erosion Control Inspection Partial 10/19/2022
Misc
Informational
10/11/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES
Storm Sewer Construction Inspection Partial 10/20/2022
Misc
Informational
10/18/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES
Storm - Material Verification Partial 10/20/2022
Misc
Informational
10/20/2022
Trinity excavating had storm additional structures and ADS pipe delivered. 10/20/22 ES
Storm Sewer Construction Inspection Partial 10/21/2022
Misc
Informational
10/20/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES
Erosion Control Inspection Partial 10/28/2022
Misc
Informational
10/19/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES
Site Visit Partial 10/28/2022
Misc
Informational
10/07/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES
Storm Sewer Construction Inspection Partial 10/28/2022
Misc
Informational
10/21/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES
Sanitary Sewer Construction Inspection Partial 10/28/2022
Misc
Informational
10/14/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES
Misc
Informational
10/28/2022
Storm Sewer Construction Inspection Partial 10/29/2022
Misc
Informational
10/28/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES
Sanitary Sewer Construction Inspection Partial 10/29/2022
Misc
Informational
10/28/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES
Misc
Informational
10/28/2022
Sanitary Sewer Construction Inspection Partial 10/29/2022
Misc
Informational
10/29/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/29/2022
Storm Sewer Construction Inspection Partial 10/29/2022
Misc
Informational
10/29/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES
Erosion Control Inspection Partial 10/31/2022
Misc
Informational
10/28/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES
Sanitary Sewer Construction Inspection Partial 10/31/2022
Misc
Informational
10/29/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/29/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES
Sanitary Sewer Construction Inspection Partial 11/02/2022
Misc
Informational
10/31/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/31/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow.
Sanitary Sewer Construction Inspection Partial 11/02/2022
Misc
Informational
11/02/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/02/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok.
Storm Sewer Construction Inspection Partial 11/02/2022
Misc
Informational
10/29/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES
Sanitary Sewer Construction Inspection Partial 11/04/2022
Misc
Informational
11/02/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/02/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES
Storm Sewer Construction Inspection Partial 11/04/2022
Misc
Informational
11/02/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES
Storm Sewer Construction Inspection Partial 11/08/2022
Misc
Informational
11/04/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES
Sanitary Sewer Construction Inspection Partial 11/08/2022
Misc
Informational
11/04/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/04/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES
Erosion Control Inspection Partial 11/08/2022
Misc
Informational
10/31/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES
Storm Sewer Construction Inspection Partial 11/10/2022
Misc
Informational
11/08/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line.
Sanitary Sewer Construction Inspection Partial 11/14/2022
Misc
Informational
11/08/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/08/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 stubs were placed today.
Storm Sewer Construction Inspection Partial 11/14/2022
Misc
Informational
11/10/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer.
Erosion Control Inspection Partial 11/14/2022
Misc
Informational
11/08/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor.
Storm Sewer Construction Inspection Partial 11/16/2022
Misc
Informational
11/14/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5.
Sanitary Sewer Construction Inspection Partial 11/16/2022
Misc
Informational
11/14/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/14/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs.
Sanitary Sewer Construction Inspection Partial 11/17/2022
Misc
Informational
11/16/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/16/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES
Storm Sewer Construction Inspection Partial 11/17/2022
Misc
Informational
11/16/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES
Sanitary Sewer Construction Inspection Partial 11/17/2022
Misc
Informational
11/17/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/17/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged.
Sanitary Sewer Construction Inspection Partial 11/18/2022
Misc
Informational
11/17/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/17/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES
Storm Sewer Construction Inspection Partial 11/18/2022
Misc
Informational
11/17/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES
Erosion Control Inspection Partial 11/21/2022
Misc
Informational
11/14/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES
Sanitary Sewer Construction Inspection Partial 11/21/2022
Misc
Informational
11/18/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/18/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES
Storm Sewer Construction Inspection Partial 11/21/2022
Misc
Informational
11/18/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES
Storm Sewer Construction Inspection Partial 11/21/2022
Misc
Informational
11/21/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES
Storm Sewer Construction Inspection Partial 11/22/2022
Misc
Informational
11/21/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5.
Sanitary Sewer Construction Inspection Partial 11/22/2022
Misc
Informational
11/21/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/21/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary.
Storm Sewer Construction Inspection Partial 11/25/2022
Misc
Informational
11/22/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled.
Site Visit Partial 11/29/2022
Misc
Informational
10/28/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow.
Site Visit Partial 11/30/2022
Misc
Informational
11/29/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe.
Storm Sewer Construction Inspection Partial 12/01/2022
Misc
Informational
11/25/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7.
Storm Sewer Construction Inspection Partial 12/01/2022
Misc
Informational
12/01/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping.
Storm Sewer Construction Inspection Partial 12/02/2022
Misc
Informational
12/01/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made.
Sanitary Sewer Construction Inspection Partial 12/02/2022
Misc
Informational
11/22/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/22/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2.
Storm Sewer Construction Inspection Partial 12/05/2022
Misc
Informational
12/02/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8.
Sanitary Sewer Construction Inspection Partial 12/05/2022
Misc
Informational
12/02/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/02/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2.
Storm Sewer Construction Inspection Partial 12/06/2022
Misc
Informational
12/05/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 is may be placed today.
Sanitary Sewer Construction Inspection Partial 12/06/2022
Misc
Informational
12/05/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/05/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite.
Storm Sewer Construction Inspection Partial 12/06/2022
Misc
Informational
12/06/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10.
Storm Sewer Construction Inspection Partial 12/07/2022
Misc
Informational
12/06/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding.
Storm Sewer Construction Inspection Partial 12/07/2022
Misc
Informational
12/07/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day.
Sanitary Sewer Construction Inspection Partial 12/08/2022
Misc
Informational
12/06/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/06/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed.
Storm Sewer Construction Inspection Partial 12/09/2022
Misc
Informational
12/07/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open.
Storm Sewer Construction Inspection Partial 12/12/2022
Misc
Informational
12/09/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1.
Erosion Control Inspection Partial 12/12/2022
Misc
Informational
11/21/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order.
Storm Sewer Construction Inspection Partial 12/12/2022
Misc
Informational
12/12/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2.
Sanitary Sewer Construction Inspection Partial 12/14/2022
Misc
Informational
12/08/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/08/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way.
Sanitary Sewer Construction Inspection Partial 12/15/2022
Misc
Informational
12/14/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/14/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today.
Sanitary Sewer Construction Inspection Partial 12/16/2022
Misc
Informational
12/15/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/15/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70.
Water Line - Construction Inspection Partial 12/20/2022
Misc
Informational
09/14/2022
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3.
Erosion Control Inspection Partial 12/20/2022
Misc
Informational
12/12/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order.
Site Visit Partial 12/21/2022
Misc
Informational
11/30/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe. 12-21-22 RH. No work on site today.
Erosion Control Inspection Partial 12/27/2022
Misc
Informational
12/20/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control i up and in working order.
Site Visit Partial 12/27/2022
Misc
Informational
12/21/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe. 12-21-22 RH. No work on site today. 12-27-22 RH. No work being completed on site in AM.
Water Line - Construction Inspection Partial 12/27/2022
Misc
Informational
12/20/2022
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that.
Water Line - Construction Inspection Partial 12/28/2022
Misc
Informational
12/27/2022
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 14+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end.
Sanitary Sewer Construction Inspection Partial 12/28/2022
Misc
Informational
12/16/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/16/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main.
Water Line - Construction Inspection Partial 12/29/2022
Misc
Informational
12/28/2022
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Water Line - Construction Inspection Partial 12/30/2022
Misc
Informational
12/29/2022
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
12/30/2022
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday.
Water Line - Construction Inspection Partial 1/3/2023 01/03/2023
Misc
Informational
12/30/2022
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
12/30/2022
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes.
Sanitary Sewer Construction Inspection Partial 01/04/2023
Misc
Informational
12/28/2022
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/28/2022
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property.
Sanitary Sewer Construction Inspection Partial 01/04/2023
Misc
Informational
01/04/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/04/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work.
Sanitary Sewer Construction Inspection Partial 01/05/2023
Misc
Informational
01/04/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/04/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench.
Sanitary Sewer Construction Inspection Partial 01/05/2023
Misc
Informational
01/05/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/05/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7 and will continue until they get to lot 9.
Sanitary Sewer Construction Inspection Partial 01/06/2023
Misc
Informational
01/05/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/05/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20.
Erosion Control Inspection Partial 01/09/2023
Misc
Informational
12/27/2022
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order.
Sanitary Sewer Construction Inspection Partial 01/09/2023
Misc
Informational
01/06/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/06/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions.
Water Line - Construction Inspection Partial 01/10/2023
Misc
Informational
01/03/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
01/03/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection.
Grading/Excavation/Fill Inspection Partial 01/11/2023
Misc
Informational
10/18/2022
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site
Grading/Excavation/Fill Inspection Partial 1/12/2023 1/12/2023 01/12/2023
Misc
Informational
01/11/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling.
Grading/Excavation/Fill Inspection Partial 01/13/2023
Misc
Informational
01/12/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site.
Erosion Control Inspection Partial 1/23/2023 1/23/2023 01/23/2023
Misc
Informational
01/09/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance
Storm Sewer Construction Inspection Partial 01/24/2023
Misc
Informational
12/12/2022
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3.
Erosion Control Inspection Partial 1/25/2023 1/25/2023 01/25/2023
Misc
Informational
01/23/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance
Water Line - Construction Inspection Partial 1/27/2023 1/27/2023 01/27/2023
Misc
Informational
01/10/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
01/10/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project
Erosion Control Inspection Partial 01/30/2023
Misc
Informational
01/25/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order.
Storm Sewer Construction Inspection Partial 02/06/2023
Misc
Informational
01/24/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed.
Erosion Control Inspection Partial 02/06/2023
Misc
Informational
01/30/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order.
Water Line - Construction Inspection Partial 02/06/2023
Misc
Informational
01/27/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
01/27/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Storm Sewer Construction Inspection Partial 02/07/2023
Misc
Informational
02/06/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process.
Storm Sewer Construction Inspection Partial 02/10/2023
Misc
Informational
02/07/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling.
Erosion Control Inspection Partial 02/13/2023
Misc
Informational
02/06/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order.
Storm Sewer Construction Inspection Partial 02/13/2023
Misc
Informational
02/10/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling. 2-13-23 RH. Contractor is setting storm structure for line 9. They are then backfilling line.
Grading/Excavation/Fill Inspection Partial 02/16/2023
Misc
Informational
01/13/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today.
Grading/Excavation/Fill Inspection Partial 02/17/2023
Misc
Informational
02/16/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-27-23 RH. Contractor continues to move fill on site.
Sanitary Sewer Construction Inspection Partial 02/21/2023
Misc
Informational
01/09/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/09/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site.
Erosion Control Inspection Partial 2/22/2023 2/22/2023 02/22/2023
Misc
Informational
02/13/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order.
Grading/Excavation/Fill Inspection Partial 02/23/2023
Misc
Informational
02/17/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-17-23 RH. Contractor continues to move fill on site. 2-23-23 RH. Contractor continues to move fill on site.
Grading/Excavation/Fill Inspection Partial 02/24/2023
Misc
Informational
02/23/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-17-23 RH. Contractor continues to move fill on site. 2-23-23 RH. Contractor continues to move fill on site. 2-24-23 RH. Contractor continues to move fill off site.
Erosion Control Inspection Partial 02/27/2023
Misc
Informational
02/22/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order.
Storm Sewer Construction Inspection Partial 02/28/2023
Misc
Informational
02/13/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling. 2-13-23 RH. Contractor is setting storm structure for line 9. They are then backfilling line. 2-28-23 RH. Contractor is going to continue to stack out storm boxes and fill in around inlets today.
Storm Sewer Construction Inspection Partial 03/01/2023
Misc
Informational
02/28/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling. 2-13-23 RH. Contractor is setting storm structure for line 9. They are then backfilling line. 2-28-23 RH. Contractor is going to continue to stack out storm boxes and fill in around inlets today. 3-1-23 RH. Contractor continues to stack out storm structures and fill around structures.
Water Line - Construction Inspection Partial 3/2/2023 3/2/2023 03/02/2023
Misc
Informational
02/06/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
02/06/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
03/02/2023
3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1
Erosion Control Inspection Partial 3/3/2023 3/3/2023 03/03/2023
Misc
Informational
02/27/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order.
Storm Sewer Construction Inspection Partial 03/03/2023
Misc
Informational
03/01/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-8-23 PS Contractor setting storm box on private storm line 9 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling. 2-13-23 RH. Contractor is setting storm structure for line 9. They are then backfilling line. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 2-28-23 RH. Contractor is going to continue to stack out storm boxes and fill in around inlets today. 3-1-23 RH. Contractor continues to stack out storm structures and fill around structures.
Water Line - Construction Inspection Partial 03/03/2023
Misc
Informational
03/02/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
03/02/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
03/02/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1
Grading/Excavation/Fill Inspection Partial 03/06/2023
Misc
Informational
02/24/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-17-23 RH. Contractor continues to move fill on site. 2-23-23 RH. Contractor continues to move fill on site. 2-24-23 RH. Contractor continues to move fill off site. 3-6-23 RH. Contractor continues to dig out out the lateral for Line 1. The contractor is moving all fill to avoid more fill from falling into trench.
Water Line - Construction Inspection Partial 03/06/2023
Misc
Informational
03/03/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
03/03/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
03/03/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used.
Water Line - Construction Inspection Partial 03/07/2023
Misc
Informational
03/06/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
03/06/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
03/06/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1.
Grading/Excavation/Fill Inspection Partial 03/07/2023
Misc
Informational
03/06/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-17-23 RH. Contractor continues to move fill on site. 2-23-23 RH. Contractor continues to move fill on site. 2-24-23 RH. Contractor continues to move fill off site. 3-6-23 RH. Contractor continues to dig out out the lateral for Line 1. The contractor is moving all fill to avoid more fill from falling into trench. 3-7-23 RH. Fill continues to be removed from around sanitary line 1 to place laterals.
Water Line - Construction Inspection Partial 03/08/2023
Misc
Informational
03/07/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
03/07/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
03/07/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1.
Site Visit Partial 03/09/2023
Misc
Informational
12/27/2022
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe. 12-21-22 RH. No work on site today. 12-27-22 RH. No work being completed on site in AM. 3-9-23 RH. No work for development due to rain.
Erosion Control Inspection Partial 03/14/2023
Misc
Informational
03/03/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order.
Sanitary Sewer Construction Inspection Partial 03/14/2023
Misc
Informational
02/21/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/21/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's.
Sanitary Sewer Construction Inspection Partial 03/15/2023
Misc
Informational
03/14/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
03/14/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from 4 to 8. Laterals will continued to be installed and filled in.
Erosion Control Inspection Partial 03/16/2023
Misc
Informational
03/14/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up.
Sanitary Sewer Construction Inspection Partial 03/16/2023
Misc
Informational
03/15/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
03/15/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees.
Erosion Control Inspection Partial 3/17/2023 3/17/2023 03/17/2023
Misc
Informational
03/16/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed.
Sanitary Sewer Construction Inspection Partial 3/20/2023 3/20/2023 03/20/2023
Misc
Informational
03/16/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
03/16/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19.
Site Visit Partial 3/21/2023 3/21/2023 03/21/2023
Misc
Informational
03/09/2023
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe. 12-21-22 RH. No work on site today. 12-27-22 RH. No work being completed on site in AM. 3-9-23 RH. No work for development due to rain. 3-21-23 RH. No work being completed for development due to rain.
Erosion Control Inspection Partial 03/22/2023
Misc
Informational
03/17/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow.
Sanitary Sewer Construction Inspection Partial 3/23/2023 3/23/2023 03/23/2023
Misc
Informational
03/20/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
03/20/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site.
Storm Sewer Construction Inspection Partial 03/24/2023
Misc
Informational
03/03/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-8-23 PS Contractor setting storm box on private storm line 9 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling. 2-13-23 RH. Contractor is setting storm structure for line 9. They are then backfilling line. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 2-28-23 RH. Contractor is going to continue to stack out storm boxes and fill in around inlets today. 3-1-23 RH. Contractor continues to stack out storm structures and fill around structures. 3-24-23 RH. Contractor is placing water line for public water line from 11+50 to 14+00. They are using correct bedding.
Water Line - Construction Inspection Partial 3/27/2023 3/27/2023 03/27/2023
Misc
Informational
03/08/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
03/08/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
03/08/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1
Sanitary Sewer Construction Inspection Partial 3/29/2023 3/29/2023 03/29/2023
Misc
Informational
03/23/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
03/23/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Site Visit Partial 3/30/2023 3/30/2023 03/30/2023
Misc
Informational
03/21/2023
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe. 12-21-22 RH. No work on site today. 12-27-22 RH. No work being completed on site in AM. 3-9-23 RH. No work for development due to rain. 3-21-23 RH. No work being completed for development due to rain. 3-30-23 RH. Now work being completed for development in the AM.
Grading/Excavation/Fill Inspection Partial 04/10/2023
Misc
Informational
03/07/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-17-23 RH. Contractor continues to move fill on site. 2-23-23 RH. Contractor continues to move fill on site. 2-24-23 RH. Contractor continues to move fill off site. 3-6-23 RH. Contractor continues to dig out out the lateral for Line 1. The contractor is moving all fill to avoid more fill from falling into trench. 3-7-23 RH. Fill continues to be removed from around sanitary line 1 to place laterals. 4-10-23 RH. Contractor is cutting down the grade to where the road will be going in. Contractor continues to work on that.
Grading/Excavation/Fill Inspection Partial 4/12/2023 4/12/2023 04/12/2023
Misc
Informational
04/10/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-17-23 RH. Contractor continues to move fill on site. 2-23-23 RH. Contractor continues to move fill on site. 2-24-23 RH. Contractor continues to move fill off site. 3-6-23 RH. Contractor continues to dig out out the lateral for Line 1. The contractor is moving all fill to avoid more fill from falling into trench. 3-7-23 RH. Fill continues to be removed from around sanitary line 1 to place laterals. 4-10-23 RH. Contractor is cutting down the grade to where the road will be going in. Contractor continues to work on that. 4-12-23 RH. Contractor is cutting the fill of the future road and curb.
Pavement-Stabilized Subgrade Partial 4/13/2023 4/13/2023 04/13/2023
Misc
Informational
04/13/2023
4-13-23 RH. Contractor continues to cut road in preperation of concrete curb. Contractor is planning to place geogrid and aggregate base down prior to curb next week.
Grading/Excavation/Fill Inspection Partial 4/14/2023 4/14/2023 04/14/2023
Misc
Informational
04/12/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-17-23 RH. Contractor continues to move fill on site. 2-23-23 RH. Contractor continues to move fill on site. 2-24-23 RH. Contractor continues to move fill off site. 3-6-23 RH. Contractor continues to dig out out the lateral for Line 1. The contractor is moving all fill to avoid more fill from falling into trench. 3-7-23 RH. Fill continues to be removed from around sanitary line 1 to place laterals. 4-10-23 RH. Contractor is cutting down the grade to where the road will be going in. Contractor continues to work on that. 4-12-23 RH. Contractor is cutting the fill of the future road and curb. 4-14-23 DP. Contractor was installing geogrid and laying aggregate for future road and curb
Curb - Proof Roll Partial 4/18/2023 4/18/2023 04/18/2023
Misc
Informational
04/18/2023
4-18-23 Crew passed a proof roll on curb for SW BRUMMEL ROAD 6-6-23 DP. Crew has passed proof rolls for remaining curb on curry
Pavement-Curb Construction Partial 4/18/2023 4/18/2023 04/18/2023
Misc
Informational
04/18/2023
4-18-23 DP. Crew formed and poured 10 yards of concrete today for curbs.
Pavement-Curb Construction Partial 4/21/2023 4/21/2023 04/21/2023
Misc
Informational
04/18/2023
4-18-23 DP. Crew formed and poured 10 yards of concrete today for curbs. 4-21-23 DP. Crew poured 10 yards of concrete for curb today
Grading/Excavation/Fill Inspection Partial 4/21/2023 4/21/2023 04/21/2023
Misc
Informational
04/14/2023
Trinity Excavating onsite grading. 9/6/22 ES Trinity Excavating onsite grading. 9/7/22 ES Trinity Excavating onsite grading. 9/8/22 ES Trinity Excavating onsite grading. 9/9/22 ES Trinity Excavating onsite grading. 9/12/22 ES Trinity Excavating onsite grading. 9/13/22 ES Trinity Excavating onsite grading. 9/14/22 ES 9-21-22 RH. No work done on site sine 9-14-22. Hauling dirt from pile off site. 9/26/22 ES Trinity onsite grading down area next to Longview Blvd. 10/3/22 ES Trinity working on backfilling lot 68, and clearing area down around existing storm drainage basin. Preparing to place new storm structure for 48” outflow pipe. 10/17/22 ES 1-11-23 PS Contractor working on removing spoils pile and filling in pond on lower end of site 1-12-22 RH. Contractor continues to fill in pond with stockpile of fill on site. Contractor scraped off layer of snow and frozen material before filling. 1-13-22 RH. Contractor continues to fill on site. 2-16-23 RH Contractor is removing fill from site today. 2-17-23 RH. Contractor continues to move fill on site. 2-23-23 RH. Contractor continues to move fill on site. 2-24-23 RH. Contractor continues to move fill off site. 3-6-23 RH. Contractor continues to dig out out the lateral for Line 1. The contractor is moving all fill to avoid more fill from falling into trench. 3-7-23 RH. Fill continues to be removed from around sanitary line 1 to place laterals. 4-10-23 RH. Contractor is cutting down the grade to where the road will be going in. Contractor continues to work on that. 4-12-23 RH. Contractor is cutting the fill of the future road and curb. 4-14-23 DP. Contractor was installing geogrid and laying aggregate for future road and curb 4-21-23 DP. Contractor is grading and laying geo grid for future road Haverford.
Pavement-Curb Construction Partial 4/25/2023 4/25/2023 04/26/2023
Misc
Informational
04/21/2023
4-18-23 DP. Crew formed and poured 10 yards of concrete today for curbs. 4-21-23 DP. Crew poured 10 yards of concrete for curb today 4-25-23 DP. Crew proof rolled the Curbs and are continuing setting up forms
Sanitary Sewer - Vacuum Partial 5/2/2023 5/2/2023 05/02/2023
Misc
Informational
05/02/2023
5-2-23 DP. Crew performed vacuum tests on new Manholes 4-1,2-1 and 1-1 and they all passed.
Water Line - Construction Inspection Partial 5/4/2023 5/4/2023 05/04/2023
Misc
Informational
03/27/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
03/27/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
03/27/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today.
Pavement-Curb Construction Partial 5/5/2023 5/5/2023 05/05/2023
Misc
Informational
04/26/2023
4-18-23 DP. Crew formed and poured 10 yards of concrete today for curbs. 4-21-23 DP. Crew poured 10 yards of concrete for curb today 4-25-23 DP. Crew proof rolled the Curbs and are continuing setting up forms 5-5-23 RH. Contractor poured curb today on the corner of SW Havenford Rd and SW Curry Rd.
Water Line - Construction Inspection Partial 5/8/2023 5/8/2023 05/09/2023
Misc
Informational
05/04/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
05/04/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
05/04/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today. 5-8-23 DP. Crew did a water tie in on water line 1 and also tied in the loop at SW Brummel today. They also poured thrust blocks, water was flushed and restored.
Water Line - Construction Inspection Partial 05/10/2023
Misc
Informational
05/09/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
05/09/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
05/09/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today. 5-8-23 DP. Crew did a water tie in on water line 1 and also tied in the loop at SW Brummel today. They also poured thrust blocks, water was flushed and restored. 5-9-23 NS Crew did a hydrostatic test at 1:04 to 3:04 and the test passed at staying at 150 psi
Water Line - Construction Inspection Partial 5/16/2023 5/16/2023 05/16/2023
Misc
Informational
05/10/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
05/10/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
05/10/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today. 5-8-23 DP. Crew did a water tie in on water line 1 and also tied in the loop at SW Brummel today. They also poured thrust blocks, water was flushed and restored. 5-9-23 NS Crew did a hydrostatic test at 1:04 to 3:04 and the test passed at staying at 150 psi 5-16-23 DP. Crew was exposing valves for relocation tomorrow at SW Kessler and SW Haverford. They clipped the top of an existing construction tap. They repaired it with a band, per waters recommendations. They are now continuing to expose in preparation for tomorrow's work.
Erosion Control Inspection Partial 5/16/2023 5/16/2023 05/16/2023
Misc
Informational
03/22/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues
Pavement-Curb Construction Partial 5/17/2023 5/17/2023 05/17/2023
Misc
Informational
05/05/2023
4-18-23 DP. Crew formed and poured 10 yards of concrete today for curbs. 4-21-23 DP. Crew poured 10 yards of concrete for curb today 4-25-23 DP. Crew proof rolled the Curbs and are continuing setting up forms 5-5-23 RH. Contractor poured curb today on the corner of SW Havenford Rd and SW Curry Rd. 5-17-23 DP. Contractor is continuing to frame up the last of curb.
Sidewalk Inspection Partial 5/17/2023 5/17/2023 05/17/2023
Misc
Informational
05/17/2023
5-17-23 DP. Contractor poured public sidewalk and ADA ramps on the east side of the property today. Prepour inspection was all in compliance.
Water Line - Construction Inspection Partial 5/17/2023 5/17/2023 05/17/2023
Misc
Informational
05/16/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
05/16/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
05/16/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today. 5-8-23 DP. Crew did a water tie in on water line 1 and also tied in the loop at SW Brummel today. They also poured thrust blocks, water was flushed and restored. 5-9-23 NS Crew did a hydrostatic test at 1:04 to 3:04 and the test passed at staying at 150 psi 5-16-23 DP. Crew was exposing valves for relocation tomorrow at SW Kessler and SW Haverford. They clipped the top of an existing construction tap. They repaired it with a band, per waters recommendations. They are now continuing to expose in preparation for tomorrow's work. 5-17-23 DP. Crew extended two public water line valves at the corner of SW Kessler and SW Haverford due to them currently being in proposed ADA curb. They rotated the valves extending the inline valve along Kessler further into the approach and the valve south of the TEE going down SW Haverford towards the curb of the road. Everything has been installed, flushed and is back in service.
Water Line - Construction Inspection Partial 5/19/2023 5/19/2023 05/19/2023
Misc
Informational
05/17/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
05/17/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
05/17/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today. 5-8-23 DP. Crew did a water tie in on water line 1 and also tied in the loop at SW Brummel today. They also poured thrust blocks, water was flushed and restored. 5-9-23 NS Crew did a hydrostatic test at 1:04 to 3:04 and the test passed at staying at 150 psi 5-16-23 DP. Crew was exposing valves for relocation tomorrow at SW Kessler and SW Haverford. They clipped the top of an existing construction tap. They repaired it with a band, per waters recommendations. They are now continuing to expose in preparation for tomorrow's work. 5-17-23 DP. Crew extended two public water line valves at the corner of SW Kessler and SW Haverford due to them currently being in proposed ADA curb. They rotated the valves extending the inline valve along Kessler further into the approach and the valve south of the TEE going down SW Haverford towards the curb of the road. Everything has been installed, flushed and is back in service. 5-19-23 DP. Crew Chlorinated water line 1. It will be flushed monday. They did not get to chlorinate the private loop and will do that Monday as well.
Water Line - Construction Inspection Partial 5/22/2023 5/22/2023 05/22/2023
Misc
Informational
05/19/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
05/19/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
05/19/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today. 5-8-23 DP. Crew did a water tie in on water line 1 and also tied in the loop at SW Brummel today. They also poured thrust blocks, water was flushed and restored. 5-9-23 NS Crew did a hydrostatic test at 1:04 to 3:04 and the test passed at staying at 150 psi 5-16-23 DP. Crew was exposing valves for relocation tomorrow at SW Kessler and SW Haverford. They clipped the top of an existing construction tap. They repaired it with a band, per waters recommendations. They are now continuing to expose in preparation for tomorrow's work. 5-17-23 DP. Crew extended two public water line valves at the corner of SW Kessler and SW Haverford due to them currently being in proposed ADA curb. They rotated the valves extending the inline valve along Kessler further into the approach and the valve south of the TEE going down SW Haverford towards the curb of the road. Everything has been installed, flushed and is back in service. 5-19-23 DP. Crew Chlorinated water line 1. It will be flushed monday. They did not get to chlorinate the private loop and will do that Monday as well. 5-22-23 DP. Water Line 1 has been flushed and will be ready for BacT samples tomorrow.
Water Line - Coliform Test 1 Partial 5/23/2023 5/23/2023 05/23/2023
Misc
Informational
05/23/2023
5-23-23 DP. Sample 1 was taken out of water line 1 today.
Water Line - Coliform Test 2 Partial 5/24/2023 5/24/2023 05/24/2023
Misc
Informational
05/24/2023
5-24-23 DP. Sample #2 on water line 1 was taken and dropped off.
Sanitary Sewer - Vacuum Partial 5/24/2023 5/24/2023 05/24/2023
Misc
Informational
05/02/2023
5-2-23 DP. Crew performed vacuum tests on new Manholes 4-1,2-1 and 1-1 and they all passed. 5-24-23 DP. Crew performed vacuum tests on New Manholes 1-2,1-3,1-4,4-2 and existing Manholes after being restacked #35-410 and 35-411. All passed
Sanitary Sewer - Air Test Partial 5/25/2023 5/25/2023 05/25/2023
Misc
Informational
05/25/2023
5-25-23 DP. Sanitary line 1 pressure test is failing so contractor is currently exposing trying to find the leak
Water Line - Coliform Test 1 Partial 5/24/2023 5/24/2023 05/25/2023
Misc
Informational
05/23/2023
5-23-23 DP. Sample 1 was taken out of water line 1 today. 5-24-23 DP. Sample 1, water line 1 passed BacT testing
Water Line - Coliform Test 1 Partial 5/25/2023 5/25/2023 05/25/2023
Misc
Informational
05/25/2023
5-23-23 DP. Sample 1 was taken out of water line 1 today. 5-24-23 DP. Sample 2 line one was taken and Sample 1, water line 1 passed BacT testing 5-25-23 DP. Sample 2 water line one passed BacT testing today. This line is ready to make the final tie in.
Water Line - Coliform Test 2 Partial 05/31/2023
Misc
Informational
05/24/2023
5-24-23 DP. Sample #2 on water line 1 was taken and dropped off. 5-25-23 DP. Sample #2 on water line 1 passed.
Water Line - Construction Inspection Partial 5/30/2023 5/30/2023 05/31/2023
Misc
Informational
05/22/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
05/22/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
05/22/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today. 5-8-23 DP. Crew did a water tie in on water line 1 and also tied in the loop at SW Brummel today. They also poured thrust blocks, water was flushed and restored. 5-9-23 NS Crew did a hydrostatic test at 1:04 to 3:04 and the test passed at staying at 150 psi 5-16-23 DP. Crew was exposing valves for relocation tomorrow at SW Kessler and SW Haverford. They clipped the top of an existing construction tap. They repaired it with a band, per waters recommendations. They are now continuing to expose in preparation for tomorrow's work. 5-17-23 DP. Crew extended two public water line valves at the corner of SW Kessler and SW Haverford due to them currently being in proposed ADA curb. They rotated the valves extending the inline valve along Kessler further into the approach and the valve south of the TEE going down SW Haverford towards the curb of the road. Everything has been installed, flushed and is back in service. 5-19-23 DP. Crew Chlorinated water line 1. It will be flushed monday. They did not get to chlorinate the private loop and will do that Monday as well. 5-22-23 DP. Water Line 1 has been flushed and will be ready for BacT samples tomorrow. 5-30-23 DP. Both BacT samples passed on water line one and the final tie in was performed. Water line 1 is currently in service.
Sanitary Sewer - Air Test Partial 6/5/2023 6/5/2023 06/06/2023
Misc
Informational
05/25/2023
5-25-23 DP. Sanitary line 1 pressure test is failing so contractor is currently exposing trying to find the leak 6-5-23 DP. Sanitary line 1 pressure test passed. All sewer for phase one has passed air test.
Sanitary Sewer - Mandrel Partial 6/6/2023 6/6/2023 06/06/2023
Misc
Informational
06/06/2023
6-6-23 DP. Crew is performing mandrel testing on sewer line 1-- Line 1 passed mandrel test
Sanitary Sewer - Mandrel Partial 6/6/2023 6/6/2023 06/06/2023
Misc
Informational
06/06/2023
6-6-23 DP. Crew is performing mandrel testing on sewer line 1-- Line 1 passed mandrel test 6-6-23 DP. Line 4 from 4-1 to 4-2 passed mandrel testing
Erosion Control Inspection Partial 6/12/2023 6/12/2023 06/12/2023
Misc
Informational
05/16/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order
Site Visit Partial 6/12/2023 6/12/2023 06/12/2023
Misc
Informational
03/30/2023
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe. 12-21-22 RH. No work on site today. 12-27-22 RH. No work being completed on site in AM. 3-9-23 RH. No work for development due to rain. 3-21-23 RH. No work being completed for development due to rain. 3-30-23 RH. Now work being completed for development in the AM. 6-12-23 DP. No work for development
Site Visit Partial 6/16/2023 6/16/2023 06/16/2023
Misc
Informational
06/12/2023
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe. 12-21-22 RH. No work on site today. 12-27-22 RH. No work being completed on site in AM. 3-9-23 RH. No work for development due to rain. 3-21-23 RH. No work being completed for development due to rain. 3-30-23 RH. Now work being completed for development in the AM. 6-12-23 DP. No work for development 6-16-23 DP. Crew came back today to replace riser rings on manholes that were cracked. In preparation for asphalt to come next week. They also lowered and straightened valve risers for same reason. Crew is also going through all manholes and cleaning out mastic, etc in preparation for waters camera inspection.
Pavement-Proof Roll Partial 6/19/2023 6/19/2023 06/20/2023
Misc
Informational
06/20/2023
6-19-23 DP. Crew passed a proof roll with 20 tons in preparation for asphalt to go down this week.
Pavement-Aggregate Base Partial 6/20/2023 6/20/2023 06/20/2023
Misc
Informational
06/20/2023
6-20-23 Hanrahan Asphalt is currently fine grading in preparation for base asphalt to be laid tomorrow.
Pavement-Surface Partial 6/21/2023 6/21/2023 06/21/2023
Misc
Informational
06/21/2023
6-21-23. Crew is laying down base asphalt today. They are using type 2 recycled and installing in two different lifts. The first lift is 3" and completed, they are working on their 2" lift now
Sidewalk Inspection Partial 6/21/2023 6/21/2023 06/21/2023
Misc
Informational
05/17/2023
5-17-23 DP. Contractor poured public sidewalk and ADA ramps on the east side of the property today. Prepour inspection was all in compliance. 6-21-23 DP. Met contractor on site today to discuss SW by SW Brummel and SW Kessler. Their plans showed for 12.3% slopes. After pulling string lines to get under 8.3% we decided that the SW will be lower than the curb requiring two high back curbs on each side of the SW. They will call back in for a pre inspection once formed up.
Pavement-Surface Partial 6/21/2023 6/21/2023 06/21/2023
Misc
Informational
06/21/2023
6-21-23. Crew is laying down base asphalt today. They are using type 2 recycled and installing in two different lifts. The first lift is 3" and completed, they are working on their 2" lift now 6-21-23 DP. Crew finished both lifts of base today on the entire project except on SW Brummel. It was still too hot. They do have 1 lift down on SW Brummel. On Monday they are going to do the second Base Lift on SW Brummel and then they will begin with laying Surface on all of the roads, finishing with surface asphalt on SW Brummel. The laid 1,084.09 tons of type 2-01 Base Asphalt today. I am also having the concrete crew install temporary curbs at all of the Alley throats before laying surface asphalt.
Pavement-Surface Partial 6/26/2023 6/26/2023 06/27/2023
Misc
Informational
06/21/2023
6-21-23. Crew is laying down base asphalt today. They are using type 2 recycled and installing in two different lifts. The first lift is 3" and completed, they are working on their 2" lift now 6-21-23 DP. Crew finished both lifts of base today on the entire project except on SW Brummel. It was still too hot. They do have 1 lift down on SW Brummel. On Monday they are going to do the second Base Lift on SW Brummel and then they will begin with laying Surface on all of the roads, finishing with surface asphalt on SW Brummel. The laid 1,084.09 tons of type 2-01 Base Asphalt today. I am also having the concrete crew install temporary curbs at all of the Alley throats before laying surface asphalt. 6-26-23 Crew went back and finished laying the second base life on SW Brummel but did not surface anything. They finished Brummel with 200 tons of base totaling 1,284.09 tons of base asphalt for the project.
Pavement-Curb Construction Partial 6/26/2023 6/26/2023 06/27/2023
Misc
Informational
05/17/2023
4-18-23 DP. Crew formed and poured 10 yards of concrete today for curbs. 4-21-23 DP. Crew poured 10 yards of concrete for curb today 4-25-23 DP. Crew proof rolled the Curbs and are continuing setting up forms 5-5-23 RH. Contractor poured curb today on the corner of SW Havenford Rd and SW Curry Rd. 5-17-23 DP. Contractor is continuing to frame up the last of curb. 6-26-23 DP. All curb work for the project has been complete including the temporary curbs i had them pour at each alley way before laying asphalt.
Water Line - Construction Inspection Partial 06/27/2023
Misc
Informational
05/31/2023
Met on-site with Brian from Trinity Excavating today. They were potholing the North tie in line to verify the line size and material. had exposed a 12"x12" tee with ductile iron 12" line going to the west and north and a 12" to 8" reducer with 8" ductile iron line going to the east. There was an existing 8" gate valve ring that was busted prior to excavation activities. 9/14/22 ES 12-20-22 RH. Water line started being installed for Water line 5. Going towards a T at waterline 3. 12-27-22 RH. Water line was started back up today. Water line was installed to 11+29 8” gate valve. Contractor continued to install water line after that. 12-28-22 RH. Water line continues to be installed to starting at 13+00. Gate valve was installed before the T. Thrust blocks will poured after line gets to the end. 12-29-22 RH. Water line continues at 13+35. Contractor is installing all bends and was doing vertical changes to the line to avoid the storm line going above it. Contractor plans to finish water line 5 today.
Misc
Informational
05/31/2023
Water line is being finished, and backfilled. Contractor will take pictures of thrust blocks and give to Ryan on Tuesday. Contractor will be starting on sewer monday. 1-3-22 RH. Water Line 5 was completed and contractor will not start on other lines until sanitary is finishes. 1-10-23. Contractor is making connection from water line 5 at the T to the previously installed water line 3. Water line 3 from 10+00 to 10+40 was installed making that connection. 1-27-23 PS Contractor is placing water line #4 near basin on SE side of project 2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00
Misc
Informational
05/31/2023
2-2-23 PS Contractor setting gate valve and backflow at vault box water line #3, 15+00. Contractor all set gate valve and backflow at vault box water line#4, 10+00 2-3-23 PS Contractor worked on honing and setting blocks for gate valve in vault box at water line #3, 15+00 3-2-23 PS Contractor working on asphalt removal of parking lot along Longview BLVD in order to begin excavation for public water line #1 3-6-23 RH. Contractor started digging trench for public water line 1. Correct bedding was used. 3-7-23 RH. Contractor continues to install public water line 1. 3-8-23 RH. Contrctor installed fire hydrant onto public water line 1. 3-27-23 RH. Contractor installed water line from 14+00 to 15+00 for the public water line 1 5-4-23 DP. Crew is doing the South tie in for water line 1 today. 5-8-23 DP. Crew did a water tie in on water line 1 and also tied in the loop at SW Brummel today. They also poured thrust blocks, water was flushed and restored. 5-9-23 NS Crew did a hydrostatic test at 1:04 to 3:04 and the test passed at staying at 150 psi 5-16-23 DP. Crew was exposing valves for relocation tomorrow at SW Kessler and SW Haverford. They clipped the top of an existing construction tap. They repaired it with a band, per waters recommendations. They are now continuing to expose in preparation for tomorrow's work. 5-17-23 DP. Crew extended two public water line valves at the corner of SW Kessler and SW Haverford due to them currently being in proposed ADA curb. They rotated the valves extending the inline valve along Kessler further into the approach and the valve south of the TEE going down SW Haverford towards the curb of the road. Everything has been installed, flushed and is back in service. 5-19-23 DP. Crew Chlorinated water line 1. It will be flushed monday. They did not get to chlorinate the private loop and will do that Monday as well. 5-22-23 DP. Water Line 1 has been flushed and will be ready for BacT samples tomorrow. 5-30-23 DP. Both BacT samples passed on water line one and the final tie in was performed. Water line 1 is currently in service. 6-27-23 DP. Crew is digging holes on waterline 1 for service taps to be made.
Water Line - Construction Inspection Partial 6/27/2023 6/27/2023 06/28/2023
Misc
Informational
06/28/2023
6-27-23 DP. Crew chlorinated the loop on 6/27 at 3pm
Water Line - Coliform Test 1 Partial 6/29/2023 6/29/2023 06/29/2023
Misc
Informational
05/25/2023
5-23-23 DP. Sample 1 was taken out of water line 1 today. 5-24-23 DP. Sample 2 line one was taken and Sample 1, water line 1 passed BacT testing 5-25-23 DP. Sample 2 water line one passed BacT testing today. This line is ready to make the final tie in. 6-29-23 DP. Sample 1 on water line 2 was taken today
Curb - Proof Roll Passed 07/11/2023
Misc
Informational
04/18/2023
4-18-23 Crew passed a proof roll on curb for SW BRUMMEL ROAD
Pavement-Curb Construction Passed 07/11/2023
Misc
Informational
06/27/2023
4-18-23 DP. Crew formed and poured 10 yards of concrete today for curbs. 4-21-23 DP. Crew poured 10 yards of concrete for curb today 4-25-23 DP. Crew proof rolled the Curbs and are continuing setting up forms 5-5-23 RH. Contractor poured curb today on the corner of SW Havenford Rd and SW Curry Rd. 5-17-23 DP. Contractor is continuing to frame up the last of curb. 6-26-23 DP. All curb work for the project has been complete including the temporary curbs i had them pour at each alley way before laying asphalt.
Pavement-Aggregate Base Passed 07/11/2023
Misc
Informational
06/20/2023
6-20-23 Hanrahan Asphalt is currently fine grading in preparation for base asphalt to be laid tomorrow.
Pavement-Proof Roll Passed 6/20/2023 6/20/2023 07/11/2023
Misc
Informational
06/20/2023
6-19-23 DP. Crew passed a proof roll with 20 tons in preparation for asphalt to go down this week.
Water Line - Coliform Test 1 Passed 6/30/2023 6/30/2023 07/11/2023
Misc
Informational
06/29/2023
5-23-23 DP. Sample 1 was taken out of water line 1 today. 5-24-23 DP. Sample 2 line one was taken and Sample 1, water line 1 passed BacT testing 5-25-23 DP. Sample 2 water line one passed BacT testing today. This line is ready to make the final tie in. 6-29-23 DP. Sample 1 on water line 2 was taken today 6-30-23 DP. Sample 1 on water line 2 passed.
Water Line - Coliform Test 2 Passed 7/3/2023 7/3/2023 07/11/2023
Misc
Informational
05/31/2023
5-24-23 DP. Sample #2 on water line 1 was taken and dropped off. 5-25-23 DP. Sample #2 on water line 1 passed. 6-30-23 DP. Sample 2 on water line 2 was taken 7-3-23 DP. Sample 2 on water line 2 passed.
Water Line - Construction Inspection Passed 07/11/2023
Misc
Informational
06/28/2023
6-27-23 DP. Crew chlorinated the loop on 6/27 at 3pm
Storm Sewer Construction Inspection Partial 7/11/2023 7/11/2023 07/11/2023
Misc
Informational
03/24/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-8-23 PS Contractor setting storm box on private storm line 9 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling. 2-13-23 RH. Contractor is setting storm structure for line 9. They are then backfilling line. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 2-28-23 RH. Contractor is going to continue to stack out storm boxes and fill in around inlets today. 3-1-23 RH. Contractor continues to stack out storm structures and fill around structures. 3-24-23 RH. Contractor is placing water line for public water line from 11+50 to 14+00. They are using correct bedding. 7-11-23 DP. Crew is putting new risers on manholes down curry to get to grade for asphalt
Erosion Control Inspection Partial 7/18/2023 7/18/2023 07/18/2023
Misc
Informational
06/12/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order
Sidewalk Inspection Partial 7/27/2023 7/27/2023 07/28/2023
Misc
Informational
06/21/2023
5-17-23 DP. Contractor poured public sidewalk and ADA ramps on the east side of the property today. Prepour inspection was all in compliance. 6-21-23 DP. Met contractor on site today to discuss SW by SW Brummel and SW Kessler. Their plans showed for 12.3% slopes. After pulling string lines to get under 8.3% we decided that the SW will be lower than the curb requiring two high back curbs on each side of the SW. They will call back in for a pre inspection once formed up. 7-27-23 DP. The contractor has completed all public sidewalk around the site except for what's left along Longview Blvd.
Sanitary Sewer Construction Inspection Partial 7/28/2023 7/28/2023 07/28/2023
Misc
Informational
03/29/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
03/29/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
07/28/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Erosion Control Inspection Partial 8/3/2023 8/3/2023 08/03/2023
Misc
Informational
07/18/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order
Sanitary Sewer Construction Inspection Partial 8/10/2023 8/10/2023 08/10/2023
Misc
Informational
07/28/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
07/28/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
07/28/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
08/10/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system.
Sanitary Sewer Construction Inspection Partial 08/11/2023
Misc
Informational
08/10/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
08/10/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
08/10/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
08/10/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry.
Sanitary Sewer Construction Inspection Partial 08/15/2023
Misc
Informational
08/11/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
08/11/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
08/11/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
08/11/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer.
Sanitary Sewer Construction Inspection Partial 8/15/2023 8/15/2023 08/16/2023
Misc
Informational
08/15/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
08/15/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
08/15/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
08/15/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely.
Sanitary Sewer Construction Inspection Partial 8/17/2023 8/17/2023 08/17/2023
Misc
Informational
08/16/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
08/16/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
08/16/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
08/16/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry.
Sanitary Sewer Construction Inspection Partial 9/1/2023 9/1/2023 09/01/2023
Misc
Informational
08/17/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
08/17/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
08/17/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
08/17/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection.
Sanitary Sewer - Air Test Partial 9/20/2023 9/20/2023 09/20/2023
Misc
Informational
06/06/2023
5-25-23 DP. Sanitary line 1 pressure test is failing so contractor is currently exposing trying to find the leak 6-5-23 DP. Sanitary line 1 pressure test passed. All sewer for phase one has passed air test.
Misc
Informational
09/20/2023
9-20-23 DP. The existing sewer that ran east and west down Curry has been completely replaced from MH 35-411 to MH 35-638. We attempted to do air pressure testing today. -MH 35-411 to MH 35-635 passed. -MH 35-635 to MH 35-410 Failed. -MH 35-638 to MH 35-637 Failed we did not test MH 35-638 to MH 35-637
Sanitary Sewer Construction Inspection Partial 9/27/2023 9/27/2023 09/27/2023
Misc
Informational
09/01/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
09/01/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
09/01/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
09/01/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel.
Sanitary Sewer - Air Test Partial 9/28/2023 9/28/2023 09/28/2023
Misc
Informational
09/20/2023
5-25-23 DP. Sanitary line 1 pressure test is failing so contractor is currently exposing trying to find the leak 6-5-23 DP. Sanitary line 1 pressure test passed. All sewer for phase one has passed air test.
Misc
Informational
09/20/2023
9-20-23 DP. The existing sewer that ran east and west down Curry has been completely replaced from MH 35-411 to MH 35-638. We attempted to do air pressure testing today. -MH 35-411 to MH 35-635 passed. -MH 35-635 to MH 35-410 Failed. -MH 35-410 to MH 35-638 Failed we did not test MH 35-638 to MH 35-637 9-28-23 DP. MH 35-635 to MH 35-410 Failed two times MH 35-410 to MH 35-638 passed. MH 35-638 to MH 35-637 passed.
Sanitary Sewer Construction Inspection Partial 10/3/2023 10/3/2023 10/03/2023
Misc
Informational
09/27/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
09/27/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
09/27/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
09/27/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the rock, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe.
Erosion Control Inspection Partial 10/3/2023 10/3/2023 10/03/2023
Misc
Informational
08/03/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain.
Sanitary Sewer Construction Inspection Partial 10/6/2023 10/6/2023 10/06/2023
Misc
Informational
10/03/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/03/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
10/03/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
10/03/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection.
Sanitary Sewer Construction Inspection Partial 10/11/2023 10/11/2023 10/11/2023
Misc
Informational
10/06/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/06/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
10/06/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
10/06/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas.
Sanitary Sewer Construction Inspection Partial 10/13/2023
Misc
Informational
10/11/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/11/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
10/11/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
10/11/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested.
Sanitary Sewer Construction Inspection Partial 10/17/2023 10/17/2023 10/18/2023
Misc
Informational
10/13/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/13/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
10/13/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
10/13/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system.
Sanitary Sewer Construction Inspection Partial 10/19/2023 10/19/2023 10/19/2023
Misc
Informational
10/18/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/18/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
10/18/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
10/18/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department.
Sanitary Sewer Construction Inspection Partial 10/26/2023 10/26/2023 10/26/2023
Misc
Informational
10/19/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/19/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
10/19/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
10/19/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23.
Sanitary Sewer Construction Inspection Partial 11/27/2023 11/27/2023 11/27/2023
Misc
Informational
10/26/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
10/26/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
10/26/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
10/26/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Sanitary Sewer Construction Inspection Failed 11/29/2023 11/29/2023 11/29/2023
Misc
Informational
11/27/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/27/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
11/27/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
11/27/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
11/29/2023
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Storm Sewer Construction Inspection Partial 12/4/2023 12/4/2023 12/04/2023
Misc
Informational
07/11/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-8-23 PS Contractor setting storm box on private storm line 9 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling. 2-13-23 RH. Contractor is setting storm structure for line 9. They are then backfilling line. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 2-28-23 RH. Contractor is going to continue to stack out storm boxes and fill in around inlets today. 3-1-23 RH. Contractor continues to stack out storm structures and fill around structures. 3-24-23 RH. Contractor is placing water line for public water line from 11+50 to 14+00. They are using correct bedding. 7-11-23 DP. Crew is putting new risers on manholes down curry to get to grade for asphalt
Miscellaneous Correction
Corrective Action Required
12/04/2023
12-4-23 DP. Spoke with Mike from O'Reilly Build about all storm structures and pipe needing to be cleaned out and jetted especially along Curry road and everywhere those pipes are leading before any kind of substantial completion will be awarded on Storm.
Sanitary Sewer Construction Inspection Partial 12/11/2023 12/11/2023 12/12/2023
Misc
Informational
11/29/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
11/29/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
11/29/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
11/29/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
11/29/2023
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
12/12/2023
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week.
Sanitary Sewer Construction Inspection Partial 12/20/2023 12/20/2023 12/20/2023
Misc
Informational
12/12/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/12/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
12/12/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
12/12/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
12/12/2023
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
12/12/2023
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches.
Erosion Control Inspection Partial 12/20/2023 12/20/2023 12/20/2023
Misc
Informational
10/03/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor.
Site Visit Partial 1/2/2024 1/2/2024 01/02/2024
Misc
Informational
06/16/2023
No site work being performed today. 9/27/22 ES No site work being performed today. 9/28/22 ES Tony's crew from Trinity Excavating on site working on private water line 3. 9/29/22 ES Tony's crew working on private water line 3 permit #2022 4130. 9/30/22 ES Excavation crew grading along parking area on Longview Blvd. 10/3/22 ES Trinity working on private sanitary. 10/4/22 ES Tony's crew worked on installing wye on existing public sanitary line. Installed lots 66 wye. 10/6/22 ES Tony's crew worked on installing wyes on existing public sanitary line. Installed lots 67 and 69 wyes. 10/7/22 ES No work being performed on 10/24 or 10/25 due to rain/mud. 10/25/22 ES 11-29-22 RH. Crew is just pumping water out of holes today due to the rain on Saturday. Pipe will start being placed again tomorrow. 11-30-22 RH. Contractor continues to try and clean out around structures and pump water out before laying more pipe. 12-21-22 RH. No work on site today. 12-27-22 RH. No work being completed on site in AM. 3-9-23 RH. No work for development due to rain. 3-21-23 RH. No work being completed for development due to rain. 3-30-23 RH. Now work being completed for development in the AM. 6-12-23 DP. No work for development 6-16-23 DP. Crew came back today to replace riser rings on manholes that were cracked. In preparation for asphalt to come next week. They also lowered and straightened valve risers for same reason. Crew is also going through all manholes and cleaning out mastic, etc in preparation for waters camera inspection. 1-2-24 DP. Bair was onsite today but they were only working on trenching for Evergy.
Erosion Control Inspection Failed 1/2/2024 1/2/2024 01/02/2024
Misc
Informational
12/20/2023
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor.
Misc
Corrective Action Required
01/02/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system.
Sanitary Sewer Construction Inspection Partial 1/3/2024 1/3/2024 01/03/2024
Misc
Informational
12/20/2023
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
12/20/2023
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
12/20/2023
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
12/20/2023
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
12/20/2023
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
12/20/2023
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-23 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time.
Sanitary Sewer Construction Inspection Partial 1/3/2024 1/3/2024 01/03/2024
Misc
Informational
01/03/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/03/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
01/03/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
01/03/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
01/03/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
01/03/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes.
Sanitary Sewer Construction Inspection Partial 1/4/2024 1/4/2024 01/04/2024
Misc
Informational
01/03/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/03/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
01/03/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
01/03/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
01/03/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
01/03/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing.
Sanitary Sewer Construction Inspection Partial 1/5/2024 1/5/2024 01/05/2024
Misc
Informational
01/04/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/04/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
01/04/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
01/04/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
01/04/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
01/04/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough.
Site Visit Partial 1/18/2024 1/18/2024 01/18/2024
Misc
Informational
12/28/2023
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow.
Site Visit Partial 1/23/2024 1/23/2024 01/23/2024
Misc
Informational
01/18/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement.
Sanitary Sewer Construction Inspection Partial 1/29/2024 1/29/2024 01/29/2024
Misc
Informational
01/05/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/05/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
01/05/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
01/05/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
01/05/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
01/05/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631
Sanitary Sewer Construction Inspection Partial 1/30/2024 1/30/2024 01/30/2024
Misc
Informational
01/29/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/29/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
01/29/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
01/29/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
01/29/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
01/29/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it.
Sanitary Sewer Construction Inspection Partial 2/1/2024 2/1/2024 02/02/2024
Misc
Informational
01/30/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
01/30/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
01/30/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
01/30/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
01/30/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
01/30/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor.
Sanitary Sewer Construction Inspection Partial 2/5/2024 2/5/2024 02/05/2024
Misc
Informational
02/02/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/02/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
02/02/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
02/02/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
02/02/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
02/02/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling.
Sanitary Sewer Construction Inspection Partial 2/6/2024 2/6/2024 02/06/2024
Misc
Informational
02/05/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/05/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
02/05/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
02/05/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
02/05/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
02/05/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down.
Sanitary Sewer Construction Inspection Partial 2/7/2024 2/7/2024 02/08/2024
Misc
Informational
02/06/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/06/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
02/06/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
02/06/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
02/06/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
02/06/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone.
Sanitary Sewer Construction Inspection Partial 2/8/2024 2/8/2024 02/08/2024
Misc
Informational
02/08/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/08/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
02/08/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
02/08/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
02/08/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
02/08/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy.
Sanitary Sewer Construction Inspection Partial 2/9/2024 2/9/2024 02/09/2024
Misc
Informational
02/08/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/08/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
02/08/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
02/08/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
02/08/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
02/08/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs.
Sanitary Sewer Construction Inspection Partial 2/9/2024 2/9/2024 02/09/2024
Misc
Informational
02/09/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/09/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
02/09/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
02/09/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
02/09/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
02/09/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill.
Sanitary Sewer Construction Inspection Partial 2/15/2024 2/15/2024 02/15/2024
Misc
Informational
02/09/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/09/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
02/09/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
02/09/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
02/09/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
02/09/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again.
Erosion Control Inspection Partial 2/19/2024 2/19/2024 02/19/2024
Misc
Informational
01/02/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24.
Misc
Corrective Action Required
01/02/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system.
Erosion Control Inspection Partial 2/22/2024 2/22/2024 02/22/2024
Misc
Informational
02/19/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets.
Misc
Corrective Action Required
02/19/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system.
Sanitary Sewer Construction Inspection Partial 3/11/2024 3/11/2024 03/11/2024
Misc
Informational
02/15/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
02/15/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
02/15/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
02/15/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
02/15/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
02/15/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up.
Sanitary Sewer Construction Inspection Partial 3/11/2024 3/11/2024 03/11/2024
Misc
Informational
03/11/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
03/11/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
03/11/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
03/11/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
03/11/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
03/11/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed.
Erosion Control Inspection Partial 3/25/2024 3/25/2024 03/25/2024
Misc
Informational
02/22/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets. 3-25-24 DP ESC is in good working order. Landscapers are suppose to be onsite this week to look at sod reconstruction in right of way.
Misc
Corrective Action Required
02/22/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system.
Sanitary Sewer Construction Inspection Partial 4/12/2024 4/12/2024 04/12/2024
Misc
Informational
03/11/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
03/11/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
03/11/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
03/11/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
03/11/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
03/11/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main.
Sanitary Sewer Construction Inspection Partial 4/12/2024 4/12/2024 04/12/2024
Misc
Informational
04/12/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
04/12/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
04/12/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
04/12/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
04/12/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
04/12/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department.
Sanitary Sewer Construction Inspection Partial 4/16/2024 4/16/2024 04/16/2024
Misc
Informational
04/12/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
04/12/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
04/12/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
04/12/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
04/12/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
04/12/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department. 4-16-24 DP. I stayed late with Zachs crew with Bair on friday evening to figure what is going on with the section of pipe called out on the sewer bond inspection between MH 35-638 and 35-637. MH 35-637 is suppose to have downhill fall to 35-638 and it is holding water. The pipe exposed at the manhole shows the pipe coming out of 35-637 has a backwards fall, the second piece of pipe also has a backwards fall. They shot flow lines and determined both above mentioned manholes are each 6 tenths high. It should work fine if the MH in curry road, 35-638 stays. But i think they are going to have to raise 35-637 and rerun the sewer pipe between the two manholes. I touched base with the general contactor today. He is going to talk with Bair and get a gameplan.
Site Visit Partial 4/17/2024 4/17/2024 04/17/2024
Misc
Informational
01/23/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep.
Site Visit Failed 4/17/2024 4/17/2024 04/17/2024
Misc
Informational
04/17/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way)
Erosion Control Inspection Partial 4/18/2024 4/18/2024 04/18/2024
Misc
Informational
03/25/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets. 3-25-24 DP ESC is in good working order. Landscapers are suppose to be onsite this week to look at sod reconstruction in right of way.
Misc
Corrective Action Required
03/25/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system. 4-18-24 DP ESC around the site is in good working order.
Sidewalk Inspection Partial 4/24/2024 4/24/2024 04/24/2024
Misc
Informational
07/28/2023
5-17-23 DP. Contractor poured public sidewalk and ADA ramps on the east side of the property today. Prepour inspection was all in compliance. 6-21-23 DP. Met contractor on site today to discuss SW by SW Brummel and SW Kessler. Their plans showed for 12.3% slopes. After pulling string lines to get under 8.3% we decided that the SW will be lower than the curb requiring two high back curbs on each side of the SW. They will call back in for a pre inspection once formed up. 7-27-23 DP. The contractor has completed all public sidewalk around the site except for what's left along Longview Blvd. 4-24-24 DP. Contractor poured 10' wide public sidewalk in front of building 1 units 1 and 2. All passed cross slope inspections
Erosion Control Inspection Partial 4/25/2024 4/25/2024 04/25/2024
Misc
Informational
04/18/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets. 3-25-24 DP ESC is in good working order. Landscapers are suppose to be onsite this week to look at sod reconstruction in right of way.
Misc
Corrective Action Required
04/18/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system. 4-18-24 DP ESC around the site is in good working order. 4-25-24 DP. ESC around the site is in good working order.
Site Visit Partial 05/02/2024
Misc
Informational
04/17/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain
Site Visit Partial 5/7/2024 5/7/2024 05/07/2024
Misc
Informational
05/02/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well
Site Visit Partial 5/13/2024 5/13/2024 05/14/2024
Misc
Informational
05/07/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-14-24 DP. No work for development today. Hanarhan is planning on surfacing the approaches tomorrow if weather cooperates.
Site Visit Partial 5/14/2024 5/14/2024 05/14/2024
Misc
Informational
05/14/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanarhan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line.
Pavement-Surface Partial 5/17/2024 5/17/2024 05/17/2024
Misc
Informational
06/27/2023
6-21-23. Crew is laying down base asphalt today. They are using type 2 recycled and installing in two different lifts. The first lift is 3" and completed, they are working on their 2" lift now 6-21-23 DP. Crew finished both lifts of base today on the entire project except on SW Brummel. It was still too hot. They do have 1 lift down on SW Brummel. On Monday they are going to do the second Base Lift on SW Brummel and then they will begin with laying Surface on all of the roads, finishing with surface asphalt on SW Brummel. The laid 1,084.09 tons of type 2-01 Base Asphalt today. I am also having the concrete crew install temporary curbs at all of the Alley throats before laying surface asphalt. 6-26-23 Crew went back and finished laying the second base life on SW Brummel but did not surface anything. They finished Brummel with 200 tons of base totaling 1,284.09 tons of base asphalt for the project. 5-17-24 DP. Hanrahan was on site today and surfaced the approaches on Curry and Haversford which is all of the public road. 46.24 tons of surface
Sanitary Sewer Construction Inspection Partial 5/21/2024 5/21/2024 05/21/2024
Misc
Informational
04/16/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
04/16/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
04/16/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
04/16/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
04/16/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
04/16/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department. 4-16-24 DP. I stayed late with Zach's crew with Bair on friday evening to figure what is going on with the section of pipe called out on the sewer bond inspection between MH 35-638 and 35-637. MH 35-637 is suppose to have downhill fall to 35-638 and it is holding water. The pipe exposed at the manhole shows the pipe coming out of 35-637 has a backwards fall, the second piece of pipe also has a backwards fall. They shot flow lines and determined both above mentioned manholes are each 6 tenths high. It should work fine if the MH in curry road, 35-638 stays. But i think they are going to have to raise 35-637 and rerun the sewer pipe between the two manholes. I touched base with the general contactor today. He is going to talk with Bair and get a gameplan. 5-21-24 DP. Redi Service was on site today jetting and camering the sewer mains. They were told to use a basket when jetting and are leaving a thumb drive with the Superintendent on site. I will review video before rescheduling a camera inspection from our water department.
Site Visit Partial 5/24/2024 5/24/2024 05/24/2024
Misc
Informational
05/14/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanarhan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on.
Site Visit Partial 5/28/2024 5/28/2024 05/29/2024
Misc
Informational
05/24/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanrahan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on. 5-28-24 DP. Bair was onsite yesterday and fixed the tracer wire on public water. All wire was ran, no wire was stripped or hooked up in 2 spots (just tied in a knot with the coating still on) and the third spot it was in a wire nut, but not twisted. When we exposed the TEE for the fire hydrant, there was no kicker so Bair also poured a kicker which should be behind every TEE.
Site Visit Partial 5/29/2024 5/29/2024 05/30/2024
Misc
Informational
05/29/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanrahan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on. 5-28-24 DP. Bair was onsite yesterday and fixed the tracer wire on public water. All wire was ran, no wire was stripped or hooked up in 2 spots (just tied in a knot with the coating still on) and the third spot it was in a wire nut, but not twisted. When we exposed the TEE for the fire hydrant, there was no kicker so Bair also poured a kicker which should be behind every TEE. 5-29-24 DP. The GC replaced the valve riser that was the wrong size. The water department came out and did a water bond inspection. Brent should send me the acceptance letter today. They came out to camera sewer, but is having trouble with their camera. Hoping to get sewer passed today. The only thing we would be lacking after water and sewer accepted would be public sidewalk.
Site Visit Partial 5/30/2024 5/30/2024 05/31/2024
Misc
Informational
05/30/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanrahan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on. 5-28-24 DP. Bair was onsite yesterday and fixed the tracer wire on public water. All wire was ran, no wire was stripped or hooked up in 2 spots (just tied in a knot with the coating still on) and the third spot it was in a wire nut, but not twisted. When we exposed the TEE for the fire hydrant, there was no kicker so Bair also poured a kicker which should be behind every TEE. 5-29-24 DP. The GC replaced the valve riser that was the wrong size. The water department came out and did a water bond inspection. Brent should send me the acceptance letter today. They came out to camera sewer, but is having trouble with their camera. Hoping to get sewer passed today. The only thing we would be lacking after water and sewer accepted would be public sidewalk. 5-30-24 DP. Water bond inspection was accepted by the LS water department.
Storm - Material Verification Passed 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
10/20/2022
Trinity excavating had storm additional structures and ADS pipe delivered. 10/20/22 ES
Pavement-Stabilized Subgrade Passed 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
04/13/2023
4-13-23 RH. Contractor continues to cut road in preperation of concrete curb. Contractor is planning to place geogrid and aggregate base down prior to curb next week.
Sanitary Sewer - Air Test Passed 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
09/28/2023
5-25-23 DP. Sanitary line 1 pressure test is failing so contractor is currently exposing trying to find the leak 6-5-23 DP. Sanitary line 1 pressure test passed. All sewer for phase one has passed air test.
Misc
Informational
09/28/2023
9-20-23 DP. The existing sewer that ran east and west down Curry has been completely replaced from MH 35-411 to MH 35-638. We attempted to do air pressure testing today. -MH 35-411 to MH 35-635 passed. -MH 35-635 to MH 35-410 Failed. -MH 35-410 to MH 35-638 Failed we did not test MH 35-638 to MH 35-637 9-28-23 DP. MH 35-635 to MH 35-410 Failed two times MH 35-410 to MH 35-638 passed. MH 35-638 to MH 35-637 passed. All sewer along curry was fixed and passed retesting
Pavement-Surface Passed 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
05/17/2024
6-21-23. Crew is laying down base asphalt today. They are using type 2 recycled and installing in two different lifts. The first lift is 3" and completed, they are working on their 2" lift now 6-21-23 DP. Crew finished both lifts of base today on the entire project except on SW Brummel. It was still too hot. They do have 1 lift down on SW Brummel. On Monday they are going to do the second Base Lift on SW Brummel and then they will begin with laying Surface on all of the roads, finishing with surface asphalt on SW Brummel. The laid 1,084.09 tons of type 2-01 Base Asphalt today. I am also having the concrete crew install temporary curbs at all of the Alley throats before laying surface asphalt. 6-26-23 Crew went back and finished laying the second base life on SW Brummel but did not surface anything. They finished Brummel with 200 tons of base totaling 1,284.09 tons of base asphalt for the project. 5-17-24 DP. Hanrahan was on site today and surfaced the approaches on Curry and Haversford which is all of the public road. 46.24 tons of surface 5-31-24 DP. All public approaches are finished as mentioned above.
Sanitary Sewer - Mandrel Passed 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
06/06/2023
6-6-23 DP. Crew is performing mandrel testing on sewer line 1-- Line 1 passed mandrel test 6-6-23 DP. Line 4 from 4-1 to 4-2 passed mandrel testing
Sanitary Sewer - Vacuum Passed 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
05/24/2023
5-2-23 DP. Crew performed vacuum tests on new Manholes 4-1,2-1 and 1-1 and they all passed. 5-24-23 DP. Crew performed vacuum tests on New Manholes 1-2,1-3,1-4,4-2 and existing Manholes after being restacked #35-410 and 35-411. All passed
Sidewalk Inspection Partial 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
05/31/2024
5-31-24. All public sidewalks have been inspected and passed. There will be some punch list corrections when we provide the substantial completion punch list. But everything is currently in
Sidewalk Inspection Passed 05/31/2024
Misc
Informational
05/31/2024
5-31-24. All public sidewalks have been inspected and passed. There will be some punch list corrections when we provide the substantial completion punch list. But everything is currently in
Storm Sewer Construction Inspection Passed 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
12/04/2023
Trinity Excavating had 2 crews onsite working on clearing around existing storm basin area. Preparing to set new storm outlet structure. 10/17/22 ES Tony's crew was working on digging out site for box 1-1. 10/18/22 ES Tony's crew continued working on site for box 1-1. Existing 42" pipe was sitting on bedrock that had to be broken out prior to setting box 1-1. Existing 42" pipe was cracked through and needed to be banded and coupled with a short piece of 42" pipe from existing pipe removed. Elevations were off for flow line and box sits ~6" high. Will need to modify incoming flow line from box 1-2 in order to get 1-1 set on existing storm pipe. 10/19/22 ES Tony's crew got box 1-1 set, band coupling existing piece of pipe and piece going into box added. Started running 36" pipe out towards structure 1-2(new flow will be close to 1.6%. 10/20/22 ES Tony's crew continued on storm line 1, making it to box 1-2 with 36" HDPE line, but still don't have structure 1-2. on site to continue from this point. 10/21/22 ES Trinity Excavating crews poured collars around 42" outlet pipe and 36" inlet pipe in box 1-1 and poured invert. 10/27/22 ES Trinity crew continued working on line 1 and set box 1-2. 10/28/22 ES Trinity crew laid final piece of 36" outflow pipe into box 1-2. The area going towards 1-3 was too sloppy to continue construction towards that box. 10/29/22 ES Trinity crew continued working on storm line 1. Set curb inlet box 1-3 and laid 5 sticks of 36" pipe out towards box 1-4. Have concrete called in for tomorrow morning to work on collars and inverts on 1-2 and 1-3 and sanitary MH 1-1, 2-1, and 4-1. 11/2/22 ES Trinity crew continued working towards box 1-4 on storm line 1. They got the box set in ground, but not completely to grade. They poured collars on boxes 1-2 and 1-3. 11/3/22 ES Trinity crew continued working on storm line 1. They had a couple sticks of pipe float in the ditch on them and had to reset them between boxes 1-3 and 1-4. They got those sticks laid and set box 1-4 base. 11/7/22 ES 11-10-22 RH. Crew Poured inlet and Collars for Line 1 1-2, 1-3, and 1-4. Contractor then went to breaking bed rock between 1-4 and 1-5 so they could continue to place more line. 11-14-22 RH. Crew continues to break rock out between Storm 1-4 and 1-5. 2 sticks of pipe were layer. 11-16-22 RH. Crew continues to break rock out to placed storm structure 1-5. Trinity crew working on storm line 1. Placed structure 1-5, but alignment wasn’t correct. Spencer was working with surveyors and determined their marks needed corrected. They were also stacking out boxes 1-2 and 1-3. 11/17/22am ES Trinity crew continued working on line 1. had to make modifications to box 1-5 as holes were cut into wrong sides of box. started running pipe out towards box 1-6. 11/18/22 ES Spoke with Spencer this AM about the concerns we had with how box 1-5 was cut and the lack of any solid concrete to tie into for rebar bracing if repouring side of box. Let them know if we got shop drawings from the manufacturer or other documentation that they would deem the structure sound and could show a way to reinforce box we might let it stay, but that would likely require the complete reconstruction of the western side of box going towards box 1-6. We noted that the northern side would be ok as long as sufficient rebar reinforcing was placed as their dowel locations showed. 11/21/22am ES Based upon our conversation this morning Trinity crew started digging out and breaking rock to set box 1-6 in order to continue on public storm line 1 install until a solution for box 1-5 was reached. 11/21/22 ES 11-22-22 RH. Crew started digging toward storm structure 1-6. Crew will continue on line 1 until a solution will be found for structure 1-5. 11-25-22 RH. Crew had scheduled work for today at 7am. No one showed up at 7 and then they canceled. 12-1-22 RH. Crew continued to dig out Stormline 1. Storm Structure 1-6 was set and they continued toward structure 1-7. Contractor installed storm structure 1-7 and continued to 1-8. 1-8 was installed and that was crew was stopping for the day before continuing on. Other areas were being filled in above the piping. 12-2-22 RH. Crew started running pipe from Structure 1-8 to Structure 1-9. Contractor also plans to start stacking storm structures and drilling dowels into structure 1-5 due to mis designed flow lines when structure was made. 12-5-22 RH. Contractor is going to fix structure 1-5 today by drilling into structure and using rebar to fill in holes when structure was design incorrectly. Contractor will also continue to dig toward storm inlet 1-9 from 1-8. 12-6-22 RH. Contractor is pouring Storm Inlets and Collars for 1-5 and 1-6. Fixes were also completed on storm box 1-5 with concrete and rebar. Crew plans to move on to inlets 1-7 inlet and collars once 1-6 is complete. Storm box 1-9 was placed today and contractor will continue to dig towards inlet 1-10. 12-7-22 RH. Contractor continues to run storm from 1-9 to 1-10. Felt continues to be used around piping in ground with correct aggregate bedding. Storm box 1-10 was installed and tied into the exciting system. Backfilling pipe rest of the day. 12-9-22 RH. Contractor started pouring inlets and collars for storm structures still open. 12-12-22 RH. Contractor installed storm structure 8-1 and will stub out toward 8-2. 15” HDPE was used between 8-1 and 1-8. Contractor will not start working out from 1-8 to structure 6-1. Once 6-1 was set contractor continued toward 6-2. 1-24-23 RH. Contractor started placing Private Storm line 2. Started digging off of Storm Structure 1-3. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-7-23 RH. Contractor continues to pace Storm Line 9. Rock removal continues to slow process. 2-6-23 RH. Contractor started placing Private Storm Line 9. Rock had to be broken out so it will take time to be placed. 2-8-23 PS Contractor setting storm box on private storm line 9 2-10-23 RH. Contractor continues on Storm Line 9 and will begin backfilling. 2-13-23 RH. Contractor is setting storm structure for line 9. They are then backfilling line. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 2-28-23 RH. Contractor is going to continue to stack out storm boxes and fill in around inlets today. 3-1-23 RH. Contractor continues to stack out storm structures and fill around structures. 3-24-23 RH. Contractor is placing water line for public water line from 11+50 to 14+00. They are using correct bedding. 7-11-23 DP. Crew is putting new risers on manholes down curry to get to grade for asphalt 5-31-24 DP. All storm has been installed. Reddi Services can out last friday and jetted all public and private strom pipes.
Miscellaneous Correction
Corrective Action Required
12/04/2023
12-4-23 DP. Spoke with Mike from O'Reilly Build about all storm structures and pipe needing to be cleaned out and jetted especially along Curry road and everywhere those pipes are leading before any kind of substantial completion will be awarded on Storm.
Sanitary Sewer Construction Inspection Partial 6/4/2024 6/4/2024 06/04/2024
Misc
Informational
05/21/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
05/21/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
05/21/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
05/21/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
05/21/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
05/21/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department. 4-16-24 DP. I stayed late with Zach's crew with Bair on friday evening to figure what is going on with the section of pipe called out on the sewer bond inspection between MH 35-638 and 35-637. MH 35-637 is suppose to have downhill fall to 35-638 and it is holding water. The pipe exposed at the manhole shows the pipe coming out of 35-637 has a backwards fall, the second piece of pipe also has a backwards fall. They shot flow lines and determined both above mentioned manholes are each 6 tenths high. It should work fine if the MH in curry road, 35-638 stays. But i think they are going to have to raise 35-637 and rerun the sewer pipe between the two manholes. I touched base with the general contactor today. He is going to talk with Bair and get a gameplan. 5-21-24 DP. Redi Service was on site today jetting and camering the sewer mains. They were told to use a basket when jetting and are leaving a thumb drive with the Superintendent on site. I will review video before rescheduling a camera inspection from our water department.
Miscellaneous Correction
Corrective Action Required
06/04/2024
6-4-24 DP. There is an unnecessary WYE on the sewer main that runs down Curry road. It has infiltration pouring into the wye. Per LS water, this WYE will need to be removed and replaced with a straight piece of pipe and 2 max adapters. I noticed yesterday that there is a Service WYE missing for lot 65. On the FDP 5th submittal plans this shows a wye and sewer stub ran to Lot 65. That will also need to be installed. Once these corrections are completed, we will need to perform an air pressure tested on that section of sewer main. Mike with O'Reilly Build has been notified.
Sanitary Sewer - Mandrel Partial 6/6/2024 6/6/2024 06/10/2024
Misc
Informational
06/10/2024
6-6-24 DP. Mandrel testing- B3-B2 Passed B2-B1 Passed B1-A5 Passed A5-A4 Passed A4-A3 Passed A3-A2 Passed A2-A1 Passed A1- MH 16-010 Passed Z3-D1 (Ductile pipe) C1-Z3 Passed A5-A6 Passed E1-A6 Passed STILL NEEDING TO TEST onces 30 days is up, A6 to A7 and A7 to A8
Sanitary Sewer - Air Test Partial 6/7/2024 6/7/2024 06/10/2024
Misc
Informational
06/10/2024
6-7-24 DP. Air pressure testing Line D Z3-C1 Passed Z3-D1 Passed Line A A1-16-010 Passed A1-A2 Passed A3-A4 Passed A5-A4 Passed A5-B1 Passed A5-A6 Passed Line E A6-E1 Passed Line B B2-B1 Passed B2-B3 Passed **STILL NEEDING TO BE TESTED** Line A from MH A6 to MH A8
Sanitary Sewer - Vacuum Partial 6/7/2024 6/7/2024 06/10/2024
Misc
Informational
06/10/2024
6-7-24 DP. Vacuum testing MH 16-006 Passed MH Z1 Passed MH Z2 Passed MH D1 Passed MH Z3 Passed MH C1 Passed MH 16-010 Passed MH A1 Passed MH A2 Passed MH A3 Passed MH A5 Passed MH A6 Passed MH E1 Passed MH B1 Passed MH B2 Passed MH B3 Passed **STILL NEED TO TEST** MH A-7 MH A-8
Miscellaneous Correction
Corrective Action Required
06/10/2024
6-7-24 DP. MH 16-008 failed MH 16-009 needs backfilled MH A-4 failed
Sanitary Sewer Construction Inspection Partial 6/18/2024 6/18/2024 06/18/2024
Misc
Informational
06/04/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
06/04/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
06/04/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
06/04/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
06/04/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
06/04/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department. 4-16-24 DP. I stayed late with Zach's crew with Bair on friday evening to figure what is going on with the section of pipe called out on the sewer bond inspection between MH 35-638 and 35-637. MH 35-637 is suppose to have downhill fall to 35-638 and it is holding water. The pipe exposed at the manhole shows the pipe coming out of 35-637 has a backwards fall, the second piece of pipe also has a backwards fall. They shot flow lines and determined both above mentioned manholes are each 6 tenths high. It should work fine if the MH in curry road, 35-638 stays. But i think they are going to have to raise 35-637 and rerun the sewer pipe between the two manholes. I touched base with the general contactor today. He is going to talk with Bair and get a gameplan. 5-21-24 DP. Redi Service was on site today jetting and camering the sewer mains. They were told to use a basket when jetting and are leaving a thumb drive with the Superintendent on site. I will review video before rescheduling a camera inspection from our water department.
Miscellaneous Correction
Corrective Action Required
06/04/2024
6-4-24 DP. There is an unnecessary WYE on the sewer main that runs down Curry road. It has infiltration pouring into the wye. Per LS water, this WYE will need to be removed and replaced with a straight piece of pipe and 2 max adapters. I noticed yesterday that there is a Service WYE missing for lot 65. On the FDP 5th submittal plans this shows a wye and sewer stub ran to Lot 65. That will also need to be installed. Once these corrections are completed, we will need to perform an air pressure tested on that section of sewer main. Mike with O'Reilly Build has been notified. 6-17-24 DP. Troy's crew has been excavating Curry Rd. They cut out the WYE that had no pipe coming out of it and that was faced the wrong direction. That repair is complete. Last night there were exposing the pipe to tie in the service WYE for lot 65. They are making that tie in today.
Erosion Control Inspection Partial 6/17/2024 6/17/2024 06/18/2024
Misc
Informational
04/25/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets. 3-25-24 DP ESC is in good working order. Landscapers are suppose to be onsite this week to look at sod reconstruction in right of way. 6-17-24 DP. ESC is in good working order. Grass and weeds were knocked down last friday and silt fence was repaired.
Misc
Corrective Action Required
04/25/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system. 4-18-24 DP ESC around the site is in good working order. 4-25-24 DP. ESC around the site is in good working order.
Sanitary Sewer Construction Inspection Partial 6/19/2024 6/19/2024 06/20/2024
Misc
Informational
06/18/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
06/18/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
06/18/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
06/18/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
06/18/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
06/18/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department. 4-16-24 DP. I stayed late with Zach's crew with Bair on friday evening to figure what is going on with the section of pipe called out on the sewer bond inspection between MH 35-638 and 35-637. MH 35-637 is suppose to have downhill fall to 35-638 and it is holding water. The pipe exposed at the manhole shows the pipe coming out of 35-637 has a backwards fall, the second piece of pipe also has a backwards fall. They shot flow lines and determined both above mentioned manholes are each 6 tenths high. It should work fine if the MH in curry road, 35-638 stays. But i think they are going to have to raise 35-637 and rerun the sewer pipe between the two manholes. I touched base with the general contactor today. He is going to talk with Bair and get a gameplan. 5-21-24 DP. Redi Service was on site today jetting and camering the sewer mains. They were told to use a basket when jetting and are leaving a thumb drive with the Superintendent on site. I will review video before rescheduling a camera inspection from our water department.
Miscellaneous Correction
Corrective Action Required
06/18/2024
6-4-24 DP. There is an unnecessary WYE on the sewer main that runs down Curry road. It has infiltration pouring into the wye. Per LS water, this WYE will need to be removed and replaced with a straight piece of pipe and 2 max adapters. I noticed yesterday that there is a Service WYE missing for lot 65. On the FDP 5th submittal plans this shows a wye and sewer stub ran to Lot 65. That will also need to be installed. Once these corrections are completed, we will need to perform an air pressure tested on that section of sewer main. Mike with O'Reilly Build has been notified. 6-17-24 DP. Troy's crew has been excavating Curry Rd. They cut out the WYE that had no pipe coming out of it and that was faced the wrong direction. That repair is complete. Last night there were exposing the pipe to tie in the service WYE for lot 65. They are making that tie in today. 6-19-24 DP. Troy's crew tied in a WYE for lot 65. They ran the stub past the water line at 2%. Used tracer wire and marked the end of the stub with grey conduit. They are currently backfilling the hole. We still need to complete an air pressure test
Sanitary Sewer Construction Inspection Partial 6/21/2024 6/21/2024 06/25/2024
Misc
Informational
06/20/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
06/20/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
06/20/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
06/20/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
06/20/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
06/20/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department. 4-16-24 DP. I stayed late with Zach's crew with Bair on friday evening to figure what is going on with the section of pipe called out on the sewer bond inspection between MH 35-638 and 35-637. MH 35-637 is suppose to have downhill fall to 35-638 and it is holding water. The pipe exposed at the manhole shows the pipe coming out of 35-637 has a backwards fall, the second piece of pipe also has a backwards fall. They shot flow lines and determined both above mentioned manholes are each 6 tenths high. It should work fine if the MH in curry road, 35-638 stays. But i think they are going to have to raise 35-637 and rerun the sewer pipe between the two manholes. I touched base with the general contactor today. He is going to talk with Bair and get a gameplan. 5-21-24 DP. Redi Service was on site today jetting and camering the sewer mains. They were told to use a basket when jetting and are leaving a thumb drive with the Superintendent on site. I will review video before rescheduling a camera inspection from our water department.
Miscellaneous Correction
Corrective Action Required
06/20/2024
6-4-24 DP. There is an unnecessary WYE on the sewer main that runs down Curry road. It has infiltration pouring into the wye. Per LS water, this WYE will need to be removed and replaced with a straight piece of pipe and 2 max adapters. I noticed yesterday that there is a Service WYE missing for lot 65. On the FDP 5th submittal plans this shows a wye and sewer stub ran to Lot 65. That will also need to be installed. Once these corrections are completed, we will need to perform an air pressure tested on that section of sewer main. Mike with O'Reilly Build has been notified. 6-17-24 DP. Troy's crew has been excavating Curry Rd. They cut out the WYE that had no pipe coming out of it and that was faced the wrong direction. That repair is complete. Last night there were exposing the pipe to tie in the service WYE for lot 65. They are making that tie in today. 6-19-24 DP. Troy's crew tied in a WYE for lot 65. They ran the stub past the water line at 2%. Used tracer wire and marked the end of the stub with grey conduit. They are currently backfilling the hole. We still need to complete an air pressure test 6-21-24 DP. Bair performed the air pressure test on the sewer line between MH 35-631 and MH 35-411. The test passed and held 4.5 psi for 7 min 34 seconds.
Water Line - Construction Inspection Partial 6/24/2024 6/24/2024 06/25/2024
Misc
Corrective Action Required
06/25/2024
6/24/24 DP. Last week Eric with LS water department was on site and noticed a lot of issues with the water meters that had been installed. There are multiple meters outside of the 16" to 18" requirement for depth height. There are also many meter pits that are full of dirt (rock is required in the base). At least two meter pits are installed where the 10' sidewalk will be running. These need to be moved so that the meter pits are outside of the sidewalk area. Meters that are low, need raised, meters that are high, need lowered. Pits need dirt removed and gravel added.
Erosion Control Inspection Partial 6/25/2024 6/25/2024 06/25/2024
Misc
Informational
06/18/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets. 3-25-24 DP ESC is in good working order. Landscapers are suppose to be onsite this week to look at sod reconstruction in right of way. 6-17-24 DP. ESC is in good working order. Grass and weeds were knocked down last friday and silt fence was repaired.
Misc
Corrective Action Required
06/18/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system. 4-18-24 DP ESC around the site is in good working order. 4-25-24 DP. ESC around the site is in good working order. 6-25-24 DP. ESC around the site is in good working order.
Sanitary Sewer Construction Inspection Partial 6/26/2024 6/26/2024 06/26/2024
Misc
Informational
06/25/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
06/25/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
06/25/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
06/25/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
06/25/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
06/25/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department. 4-16-24 DP. I stayed late with Zach's crew with Bair on friday evening to figure what is going on with the section of pipe called out on the sewer bond inspection between MH 35-638 and 35-637. MH 35-637 is suppose to have downhill fall to 35-638 and it is holding water. The pipe exposed at the manhole shows the pipe coming out of 35-637 has a backwards fall, the second piece of pipe also has a backwards fall. They shot flow lines and determined both above mentioned manholes are each 6 tenths high. It should work fine if the MH in curry road, 35-638 stays. But i think they are going to have to raise 35-637 and rerun the sewer pipe between the two manholes. I touched base with the general contactor today. He is going to talk with Bair and get a gameplan. 5-21-24 DP. Redi Service was on site today jetting and camering the sewer mains. They were told to use a basket when jetting and are leaving a thumb drive with the Superintendent on site. I will review video before rescheduling a camera inspection from our water department.
Miscellaneous Correction
Corrective Action Required
06/25/2024
6-4-24 DP. There is an unnecessary WYE on the sewer main that runs down Curry road. It has infiltration pouring into the wye. Per LS water, this WYE will need to be removed and replaced with a straight piece of pipe and 2 max adapters. I noticed yesterday that there is a Service WYE missing for lot 65. On the FDP 5th submittal plans this shows a wye and sewer stub ran to Lot 65. That will also need to be installed. Once these corrections are completed, we will need to perform an air pressure tested on that section of sewer main. Mike with O'Reilly Build has been notified. 6-17-24 DP. Troy's crew has been excavating Curry Rd. They cut out the WYE that had no pipe coming out of it and that was faced the wrong direction. That repair is complete. Last night there were exposing the pipe to tie in the service WYE for lot 65. They are making that tie in today. 6-19-24 DP. Troy's crew tied in a WYE for lot 65. They ran the stub past the water line at 2%. Used tracer wire and marked the end of the stub with grey conduit. They are currently backfilling the hole. We still need to complete an air pressure test 6-21-24 DP. Bair performed the air pressure test on the sewer line between MH 35-631 and MH 35-411. The test passed and held 4.5 psi for 7 min 34 seconds. 6-26-24 DP. Water department inspected the repaired areas with their sewer camera yesterday. Brent said this morning that there was a small sag in the line but within their 10% allowance. The line needs to be cleaned one more time. Once it is cleaned, it will be passed.
Water Line - Construction Inspection Partial 6/25/2024 6/25/2024 06/26/2024
Misc
Corrective Action Required
06/25/2024
6/24/24 DP. Last week Eric with LS water department was on site and noticed a lot of issues with the water meters that had been installed. There are multiple meters outside of the 16" to 18" requirement for depth height. There are also many meter pits that are full of dirt (rock is required in the base). At least two meter pits are installed where the 10' sidewalk will be running. These need to be moved so that the meter pits are outside of the sidewalk area. Meters that are low, need raised, meters that are high, need lowered. Pits need dirt removed and gravel added. 6/25/24 DP. Bair has been on site continuing to remove meter pits, move and adjust meters, reset pits and add gravel where needed.
Sanitary Sewer - Air Test Passed 7/1/2024 7/1/2024 07/01/2024
Misc
Informational
06/10/2024
7-1-24. DP. All air testing has been completed.
Sanitary Sewer - Air Test Passed 7/1/2024 7/1/2024 07/01/2024
Misc
Informational
07/01/2024
7-1-24. DP. All air testing has been completed.
Sanitary Sewer - Mandrel Partial 07/01/2024
Misc
Informational
06/10/2024
all mandrel testing is completed.
Sanitary Sewer - Mandrel Passed 07/01/2024
Misc
Informational
07/01/2024
all mandrel testing is completed.
Sanitary Sewer - Vacuum Passed 7/1/2024 7/1/2024 07/01/2024
Misc
Informational
06/10/2024
All vacuum testing is complete
Miscellaneous Correction
Corrective Action Required
06/10/2024
6-7-24 DP. MH 16-008 failed MH 16-009 needs backfilled MH A-4 failed
Water Line - Construction Inspection Passed 7/1/2024 7/1/2024 07/01/2024
Misc
Corrective Action Required
06/26/2024
6/24/24 DP. Last week Eric with LS water department was on site and noticed a lot of issues with the water meters that had been installed. There are multiple meters outside of the 16" to 18" requirement for depth height. There are also many meter pits that are full of dirt (rock is required in the base). At least two meter pits are installed where the 10' sidewalk will be running. These need to be moved so that the meter pits are outside of the sidewalk area. Meters that are low, need raised, meters that are high, need lowered. Pits need dirt removed and gravel added. 6/25/24 DP. Bair has been on site continuing to remove meter pits, move and adjust meters, reset pits and add gravel where needed. 7-1-24 DP. All meter pits have been adjusted.
Site Visit Partial 7/9/2024 7/9/2024 07/09/2024
Misc
Informational
05/31/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanrahan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on. 5-28-24 DP. Bair was onsite yesterday and fixed the tracer wire on public water. All wire was ran, no wire was stripped or hooked up in 2 spots (just tied in a knot with the coating still on) and the third spot it was in a wire nut, but not twisted. When we exposed the TEE for the fire hydrant, there was no kicker so Bair also poured a kicker which should be behind every TEE. 5-29-24 DP. The GC replaced the valve riser that was the wrong size. The water department came out and did a water bond inspection. Brent should send me the acceptance letter today. They came out to camera sewer, but is having trouble with their camera. Hoping to get sewer passed today. The only thing we would be lacking after water and sewer accepted would be public sidewalk. 5-30-24 DP. Water bond inspection was accepted by the LS water department. 7-9-24 DP. The sewer main down curry is needing cleaned with a basket catching debris. Once this is completed, the sewer bond will be accepted and we will be able to issue substantial completion on the site.
Sanitary Sewer Construction Inspection Passed 7/16/2024 7/16/2024 07/16/2024
Misc
Informational
06/26/2024
Tony's crew was onsite digging holes for sanitary sewer wye cut ins. 10/4/22 ES Tony's crew had exposed 8" pvc sewer main and were setting their trench boxes to begin cutting out sections to install wyes. They had SDR26 wyes and max adapter couplings onsite. Will begin work tomorrow if they receive their pump to perform bypass on sewer main. Also let them know we needed at least 4' in between any fittings, this might require them to cut out a little further if they encountered bells in their connection holes. 10/5/22 ES Spoke with Tony and Scott with Trinity Excavating about concerns with location of lot 71's sanitary sewer stub in correlation to the new MH 2-1. It appears this connection will be too close(within 4' of outside wall of the new MH) and will need to most likely be moved to the East side of this new MH. 10/5/22 ES Tony's crew had fusible pipe completed today. Plugged MH 35-411 and bypass pumped to MH 35-410 and installed wye connection for lot 66 on existing 8" SDR26 sanitary sewer line. 10/6/22 ES Tony's crew worked on installing wyes on existing 8" public sanitary line. Installed lots 67 and 69 wyes while bypass pumping using MH 35-411 to 35-410 again. 10/7/22 ES Tony's crew working on laying out laterals for the wyes they had cut in. Had lot 66 laid and working on lot 67. 10/10/22 ES Tony's crew working on backfilling pipe lot 66 and 67, They had placed a solid block under each wye connection for additional support. We also talked about getting their impervious trench checks put in and explained specs from the detail sheet for those. 10/11/22 ES Tony’s crew poured ditch checks for lot 66, 67, and 69 laterals. Backfilled lots 67 and 69 lateral lines marking end of pipe with white pvc standpipes. Also began digging for lot 68 lateral install. While digging for lot 68 uncovered 2 existing Tee connections. Spoke with Steve and Kent regarding these and it was determined they will need to cut both Tee connections out and replace with just the single wye as indicated on plans. Shared an older set of prints with Tony showing him we might run into this same scenario as we work closer towards lot 75. 10/12/22 ES Tony's crew finished backfilling open holes from lots 66 and 69 lateral installs. Then they completed the cut in of the new wye on lot 68 using 2 max adapters, and cutting out the two existing tee connections that were exposed in their hole. They ran 1 stick of 4" SDR26 pipe out of wye to continue their lateral construction. 10/14/22 ES Trinity crew set MH 2-1 and service wye for lot 71. The wye for lot 71 was installed ~4.5' to the east of MH 2-1 as where it was designed on plans was outside of DNC specs. 10/27/22 ES Tony's crew worked on laying pipe out for lot 71 service, and began working out on private line 2 from MH 2-1. 10/28/22 ES Trinity crew installed 3 sticks of 8" SDR26 pipe from MH 2-1 towards MH 2-2 and plugged pipe and marked at ground level. Also began digging holes to prepare for installation of MH 1-1 and service for lot 65. These installations will take place early next week, they are closing NB Longview Blvd in order to pump around existing manholes. 10/29/22 ES
Misc
Informational
06/26/2024
Trinity crew installed MH 1-1 inline on existing public main for new private sanitary line 1. Also installed service wye for lot 65. 10/31/22 ES 11-2-22 RH. Sanitary MH 4-1 was placed connecting to exciting Sanitary. They used Max adapters to connect to the main line. The inlet will not be poured until tomorrow. One of the sides of the pipe did not line up correctly vertically but contractor installed and said that it was ok. Trinity crew worked on pouring inverts in new manholes 1-1, 2-1, and 4-1. Also began stacking out MH 1-1 and 2-1 and backfilling in prior to rain. 11/3/22 ES Trinity crew worked on digging out service for lot 65 to run lateral pipe. Also began putting barrel sections on MH 2-1 and 4-1. 11/7/22 ES 11-14-22 RH. Lateral continue to be dug and placed connecting to exciting Sanitary main between Exciting Sanitary MH and MH 4-1. 3 Y’s were placed today. 11-16-22 RH. Crew started connecting stubs to Y’s placed on the 14th. Rock had to be broke out to place stubs. Trinity crew working on lateral for lot 76, had lots 77 and 78 dug up, but had not cut in wye connections. 11/17/22am ES 11-17-22 RH. Contractor started setting up to cut in Y’s for Lots 78 and 79. Contractor plugged the area up stream and cut in Y. Y was then plugged. Trinity crew continued work on sanitary wye cut ins. Ran stub for lot 79 and backfilled and then cut in wye for lot 80 and began laying stub line out. 11/18/22 ES Trinity crew was working on laying pipe towards 4-2 and set base for 4-2. 11/21/22 ES 11-22-22 RH. Sanitary crew is just placing MH lids on structures until they finish pumping out hole where they will continue to dig out more sanitary. 12-2-22 RH. Sanitary crew began digging out tench from sanitary from 1-1 to 1-2. 12-5-22 RH. Contractor started filling around Sanitary MH 1-1 and while compacting moved the top sections. They are now going to take apart and put back together before continuing toward 1-2. 12-6-22 RH. Contractor has decided to use aggregate to encase sanitary in the ground instead of fill on jobsite. 12-7-22 RH. Contractor is continuing toward MH 1-2. The y for Lot 1 was placed. 12-14-22 RH. Contractor installed Sanitary MH 1-2. They then started running the Stubs for Lots 65 and 66. They planned to continue to lots 67 and on now that the old storm structure pipe was out of the way. 12-15-22 RH. Contractor continues to install stubs for Lots. Stubs 67 and 68 were being placed while on site. Contractor plans to install stub 69 as well today. Stub was place for lot 69. 12-16-22 RH. Contractors are breaking out rock to continue to place sanitary line. Contractor is also placing the stub for Lot 70. 12-28-22 RH. Contractor is starting to dig the Sanitary Line 1 again. They are going to dig stubs as they dig the main. 1-4-23 RH. Contractor started on sanitary today on Line 1. Contractor will dig a long trench installing the 8” main and then start installing rest of the stubs for each property. Contractor was able to get to 11+00 when they had to stop work. 1-5-23 RH. Contractor continued to dig the Sanitary Line 1 starting at 11+00. AM inspection showed they had placed line up to lot 5 with Y's being installed as they dug out the trench. Contractor got to lot 7. 1-6-23 RH. Contractor continues to lay sanitary line 1 with trench falling in. Once the trench box is moved the sides of trench fall in. They will dig out the material that fell in to start compacting over the line. Contractor has placed line up to Lot 9 station 12+20. 1-9-22 RH. Contractor continued on Sanitary Line 1 from 12+20 Lot 9 and was at Lot 10 by AM. Work will stop once all Y's are installed that are on site. Contractor is looking into soil conditions. 2-21-23 RH. Sanitary stubs were being dug up from lot 1 to 14. All fill was being removed from site and woul be replaced from the stockpile on site. 3-14-23 RH. Sanitary laterals started to be installed on sanitary line 1. Fill was all removed and laterals were installed onto the y's. 3-15-23 RH. Sanitary laterals continued to be placed from lots 4 to lots 8. Laterals will continued to be installed and filled in. 3-16-23 RH. Sanitary laterls were installed from Lots 15 to Lots 18. Contractor was reminded Y's coming off the main needed to between 30 and 45 degrees. 3-20-23 RH Sanitary lateral for Lot 19 was installed. Contracotor has started filling over the laterals now that they are placed for lots 15-19. 3-23-23 RH. Saniatry Line 1 continues to have laterals place off of the Y's. Contractor is pumping water out of hole in the morning and will continue to place fill and test compaction on site. 3-29-23 RH. Sanitary Line 1 was found to be out of grade when installing laterals. When investigated it was found to be due to MH 1-2 being off grade so entire main and laterals were removed. MH 1-2 will be adjusted.
Miscellaneous Correction
Corrective Action Required
06/26/2024
7-28-23 DP. General Contractor O'Reilly Build was sent over the inspection videos and report from the Water department this week. The repair list is substantial and is going to require removing most of Curry to fix issues. They are game planning ideas of next steps.
Misc
Informational
06/26/2024
8-10-23 DP. Contractor decided to replace the entire existing sewer main down Curry instead of trying to fix all of the required repairs. They have started exposing the pipe on the far east end of Curry today. The water department wants the sewer main installed and tested before put back in service. Contractor has Sunbelt rentals on site currently installing their pump system. 8-11-23 DP. Contractor is continuing to replace the sewer main on curry. 8-15-23 Crew is still working on replacing sewer. 8-15-23 DP. Trench had water in it from all of the rain we have had recently. I stressed making sure to not let the pipe float. Which will make sags. I also saw 1 service that looked flat, (i'll update location when on site) but the contractor said it was good. They are moving along nicely. 8-17-23 DP. Crew finished reinstalling pipe up Curry. 9-1-23 DP. Crew is still working on reinstalling pipe up curry. Once finished, they can do the air pressure test and mandrel test. That will also start the 30 day clock for water to come do their camera inspection. 9-27-23 DP. Crew is still working on passing air pressure testing. They also need to fix a leak at the MH across from SW Brummel. 10-3-23 DP. Crew has dug up the section between MH 35-635 and MH 35-410 again. They told me that once they removed the pipe, it held pressure. I assume it wasn't chalked under very well. There is a large amount of groundwater. This is all new pipe that the contractor installed and it wasn't reinstalled with a laser level or transit. The crew they have on site today is using a transit stick and laser level to try and work some of the sags and deficiencies out of the pipe, which will be hard with the amount of groundwater. I also noticed that the tracer wire on most of the stubs has been torn out or removed. I mentioned to the contractor today that tracer wire on the service stubs should be connected at the wye. They still haven't fixed the groundwater infiltration that has been allowing groundwater to flow into the sanitary system for multiple weeks now. The problem area is where the contractor set new MH 35-411 and tied it into existing pipe. 10-6-23 DP Crew fixed the leak and performed the air pressure test on the line from MH 35-635 and MH 35-410. The air pressure test passed. The entire line has passed the air pressure test. We still need to perform the mandrel test. There are also still odds and ends that need to be corrected before reinspection. 10-11-23 DP. Contractor had to move a wye which made it to where they needed to use a max adapter for the connection. Contractor is having trouble getting the max adapter to clamp right. My only options for them going forward is to find a way to make the max adapter work or to replace the pipe and put it back bell and spigot. When I left this afternoon it looked like they made progress on getting the max adapter to work. Spencer is calling Ryan for more ideas. 10-13-23 DP. Contractor ended up getting the max adapter to work on the far east end. That line has been backfilled and is ready for retesting. Contractor is now exposing the problem area just east of MH 35-411. Once fixed that line will need to be jetted and possibly retested. 10-17-23 DP. Contractor fixed the loose max adapter up by MH 35-411, which stopped the intruding groundwater there. After that they were digging up a service just east of there that was allowing intruding ground water to enter the sanitary system. 10-19-23 DP. Contractor was able to pass mandrel down Curry The final 2 far east Manholes need to be mandreled tomorrow as long as 4-1 to 4-2 which will be complete tomorrow. Contractor had Redi services out today to jet the main down curry. After talking with the jet crew, against what I said, they did not use a basket or vac truck to catch debris. Which means they sent it all downstream. I informed trinity that any back ups will be on them, also forwarded this message to the water department. 10-26-23 DP. Crew finished pulling Mandrel today. They had trouble getting the mandrel out into the trough at MH 35-638. On their push camera this was where existing white pipe met up to new green pipe which has a different "ID". Crew removed the "pump around" system and has put the sewer main on Curry in service. Today starts the 30 day clock for water department to come out and do their sewer bond inspection which can start on or after 11/26/23. 11-27-23 DP. Met water onsite today to perform another sewer bond inspection. Will have the results on wednesday.
Misc
Corrective Action Required
06/26/2024
11-29-23 DP. I was presented the current sewer bond inspection today from the water department. There is improvement overall. There are still repairs that are needed. A majority of the repairs are to manholes or to the troughs inside the manholes but the few repairs listed as "joint offset" which are mainly sags due from being too high and the spot with a "pvc shard" will require another 30 day wait once fixed and backfilled due to disturbing the pipe. The troughs inside the manholes need attention. Some are lower than the pipe on the outflow side. This can cause a backup. Adding grout to the bottom of this area isn't the best options due to it being so thin. The water department would recommend that it is easiest to remove troughs and replace. The easiest way for me to explain what an acceptable trough would look like is to picture a service WYE cut in half and laid over. Talking with Brent at MH 35-630 there are chunks of concrete that look to be 4"-6" in diameter. Also, from MH 35-629 to MH 35-628 the pipe is packed so full of mud/debris/concrete that they can't even camera the area. I have presented this "repair map" to Mike and Jacob with O'Reilly this morning. I will need to be kept in the loop on the repair plan. I am still unsure if a pump around will be necessary for repairs or not at this time. Please reach out with any questions.
Misc
Informational
06/26/2024
12-11-23 DP. Met with Lafe from Bair onsite today. They were awarded the contract to fix sewer repairs. Trinity no longer is working on the sewer main. Bair hopes to mobilize next week. 12-20-23 DP. Bair has not been working on sewer repairs yet. They have been on site working on evergy trenches. 1-3-24 DP. Bair is on site today and has started digging on sewer repairs. The storm that crosses over the sewer was patched with zip ties from previous contractor so they are also dealing with that at the same time. 1-3-24 DP. When Bair exposed the pipe between MH 35-631 and MH 35-411 there is a section of pipe that actually lays the wrong way which restricts flow. To get proper fall and to eliminate the fall going the wrong way, the sewer pipe will need to be relaid between these two manholes. 1-4-23 DP. Bair is waiting on parts so has backfilled the area between the above listed man holes. They jumped down to the joint offset just west of MH 35-638. It is where the previous contractor stubbed out of the MH and where it tied into existing. 1-5-23 DP. Bair is on site, they have removed the broken cone section from MH 35-630 and are working on replacing that. They are currently inside MH 35-410 and are working on the trough. 1-29-23 DP. Bair is on site today, They have removed the sewer pipe between MH 35-631 and 35-611. Crew has a pump around set up in MH 35-631 1-30-24 DP. Bair is still working towards connecting 35-631 to 35-611. They are struggling with caving walls. They are hoping to tie in this evening or in the morning. The public storm pipe that was pieced together has been taken out. They are planning on replacing the pipe as soon as they get the sanitary pipe under it. 2-1-24 DP. Contractor finished installing pipe between MH 35-631 and MH 35-611. They are currently excavating out to fix the storm pipe that crossed the sewer main that was poorly patched by previous contractor. 2-5-24 DP. Bair repaired/replaced the storm pipe that was above the sanitary line due from it being patched so poorly. The Storm pipe is replaced from storm structure 259256-259255. They are now working on backfilling. 2-6-24 Bair has got alot done. They have replaced the cone and reddi service is on site trying to knock off the bur in the pipe. Bair still has the metal slip in riser to replace and need to grout the lifting lugs on the same manhole. They are currently back filling and laying geogrid back down. 2-7-24 Crew finished repairs on the bond inspection list. Reddi services were running the camera and jetting throughout yesterday. They cleaned from MH 35-628 to 35-629 and MH 35-629 to MH 35-630. While jetting and cleaning the line down Curry there was alot of rock the scooped out of 35-635 and were sucking out of MH 35-410. Noticed Flow in MH 35-631 slower than any other down hill stream. The 5' pipe that trinity installed on the upstream side of MH 35-411 slopes the wrong way. Bair used a knock on to connect to that pipe and ran new pipe back up to 35-631. They are going to be digging down to replace the section going into the manhole. I am assuming at this point the trough will need redone. 2-8-24 DP. Bair was on site today. They looked to be working on electrical trenching for evergy. 2-9-24 DP. Bair is on site trying to fix the pipe that has the backwards fall. This has been an all day chore as they work around cave offs. 2-9-24 DP. Crew got the sag out of the sewer main. Gained over 1" from the flow line. Sewer is also flowing well. When I left they had 1 side of the pipe left to connect and backfill. 2-15-24 DP. Repairs made to the sanitary line are complete. Next step is for the water department to come and do a bond inspection again. 3-11-24 DP. LS water department started camera testing the SS onsite friday. They are back this morning finishing up. 3-11-24 Met Ryan McCormick on site and gave Mike with O'reilly build a thumb drive and a print out of places repairs are needed. 4-12-24 DP. Bair is back on site today. They are fixing the area of infiltration between the buildings. It was luckily a cracked street 45 fitting. They didn't have to disturb the main ot wye on the main. 4-12-24 DP. Bair ran the push camera down some areas that are still full of gravel. They will need to get a jet crew on site before I will schedule another camera inspection with the water department. 4-16-24 DP. I stayed late with Zach's crew with Bair on friday evening to figure what is going on with the section of pipe called out on the sewer bond inspection between MH 35-638 and 35-637. MH 35-637 is suppose to have downhill fall to 35-638 and it is holding water. The pipe exposed at the manhole shows the pipe coming out of 35-637 has a backwards fall, the second piece of pipe also has a backwards fall. They shot flow lines and determined both above mentioned manholes are each 6 tenths high. It should work fine if the MH in curry road, 35-638 stays. But i think they are going to have to raise 35-637 and rerun the sewer pipe between the two manholes. I touched base with the general contactor today. He is going to talk with Bair and get a gameplan. 5-21-24 DP. Redi Service was on site today jetting and camering the sewer mains. They were told to use a basket when jetting and are leaving a thumb drive with the Superintendent on site. I will review video before rescheduling a camera inspection from our water department.
Miscellaneous Correction
Corrective Action Required
06/26/2024
6-4-24 DP. There is an unnecessary WYE on the sewer main that runs down Curry road. It has infiltration pouring into the wye. Per LS water, this WYE will need to be removed and replaced with a straight piece of pipe and 2 max adapters. I noticed yesterday that there is a Service WYE missing for lot 65. On the FDP 5th submittal plans this shows a wye and sewer stub ran to Lot 65. That will also need to be installed. Once these corrections are completed, we will need to perform an air pressure tested on that section of sewer main. Mike with O'Reilly Build has been notified. 6-17-24 DP. Troy's crew has been excavating Curry Rd. They cut out the WYE that had no pipe coming out of it and that was faced the wrong direction. That repair is complete. Last night there were exposing the pipe to tie in the service WYE for lot 65. They are making that tie in today. 6-19-24 DP. Troy's crew tied in a WYE for lot 65. They ran the stub past the water line at 2%. Used tracer wire and marked the end of the stub with grey conduit. They are currently backfilling the hole. We still need to complete an air pressure test 6-21-24 DP. Bair performed the air pressure test on the sewer line between MH 35-631 and MH 35-411. The test passed and held 4.5 psi for 7 min 34 seconds. 6-26-24 DP. Water department inspected the repaired areas with their sewer camera yesterday. Brent said this morning that there was a small sag in the line but within their 10% allowance. The line needs to be cleaned one more time. Once it is cleaned, it will be passed.
Misc
Informational
07/16/2024
7-16-24 DP. Public sewer was jetted and has now passed.
Erosion Control Inspection Partial 7/23/2024 7/23/2024 07/23/2024
Misc
Informational
06/25/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets. 3-25-24 DP ESC is in good working order. Landscapers are suppose to be onsite this week to look at sod reconstruction in right of way. 6-17-24 DP. ESC is in good working order. Grass and weeds were knocked down last friday and silt fence was repaired.
Misc
Corrective Action Required
06/25/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system. 4-18-24 DP ESC around the site is in good working order. 4-25-24 DP. ESC around the site is in good working order. 6-25-24 DP. ESC around the site is in good working order. 7-23-24 DP. ESC around the site is mostly in good working order. There is a spot against the sidewalk on the south east side of the property that allows sediment through. That area needs silt fence beefed up and also the sidewalk needs to be cleaned free of debris.
Record Drawing Review Passed 7/31/2024 07/31/2024
Misc
Informational
07/31/2024
7-31-24 DP. I went through the site today and most things are installed per plan. There are two field changes that were made that I will make aware in this inspection. The public sanitary sewer that flows West to East down Curry Road onsite called for service wyes to be installed in existing sewer. With all of the issues over the years while trying to get this completed, the sewer main pipe from MH 35-631 to MH 35-638 has new SDR 26 pipe with service wyes installed. This allowed there to be minimum max adapters and fittings to be used. Secondly, Within the spot elevation details on the Public Street Plans, sheet C405, they installed new public sidewalk running east and west along SW Kessler Dr. The plans call for a section of the sidewalk to be at 12+% downslope. Since this isn't ADA compliant we were able to lower the slope of that sidewalk and the highest downslope reading is 8.1%. Doing this put the sidewalk a bit below the curbline. Stormwater will flow to the east down to the intersection at Brummel Dr., but to eliminate debris and silt staying on the sidewalk after rain events I had them install a curb/wing on each side of the sidewalk. The "North side curb" is 31' and tapers off where the sidewalk turns north to run into the private site. The "South side curb" is 38' and tapers off perfectly where the curb and ADA ramp meet at SW Brummel Dr. The sidewalk down Kessler Dr. now meets ADA compliance.
Site Visit Partial 8/15/2024 8/15/2024 08/15/2024
Misc
Informational
07/09/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanrahan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on. 5-28-24 DP. Bair was onsite yesterday and fixed the tracer wire on public water. All wire was ran, no wire was stripped or hooked up in 2 spots (just tied in a knot with the coating still on) and the third spot it was in a wire nut, but not twisted. When we exposed the TEE for the fire hydrant, there was no kicker so Bair also poured a kicker which should be behind every TEE. 5-29-24 DP. The GC replaced the valve riser that was the wrong size. The water department came out and did a water bond inspection. Brent should send me the acceptance letter today. They came out to camera sewer, but is having trouble with their camera. Hoping to get sewer passed today. The only thing we would be lacking after water and sewer accepted would be public sidewalk. 5-30-24 DP. Water bond inspection was accepted by the LS water department. 7-9-24 DP. The sewer main down curry is needing cleaned with a basket catching debris. Once this is completed, the sewer bond will be accepted and we will be able to issue substantial completion on the site. 8-15-24 DP. No site work for FEI
Erosion Control Inspection Partial 8/15/2024 8/15/2024 08/15/2024
Misc
Informational
07/23/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets. 3-25-24 DP ESC is in good working order. Landscapers are suppose to be onsite this week to look at sod reconstruction in right of way. 6-17-24 DP. ESC is in good working order. Grass and weeds were knocked down last friday and silt fence was repaired.
Misc
Corrective Action Required
07/23/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system. 4-18-24 DP ESC around the site is in good working order. 4-25-24 DP. ESC around the site is in good working order. 6-25-24 DP. ESC around the site is in good working order. 7-23-24 DP. ESC around the site is mostly in good working order. There is a spot against the sidewalk on the south east side of the property that allows sediment through. That area needs silt fence beefed up and also the sidewalk needs to be cleaned free of debris. 8-15-24 DP. There are no ESC issues with public parts of this project.
Erosion Control Inspection Partial 8/20/2024 8/20/2024 08/20/2024
Misc
Informational
08/15/2024
Erosion control measure installed around perimeter of project site. 9/6/22 ES 9-20-22 RH. Erosion control is in place and in working order. Erosion control installed, intact and functioning. 9/26/22 ES Erosion control measures installed, intact, and functioning. 10/3/22 ES Erosion control measures installed, intact, and functioning. 10/10/22 ES Erosion control measures installed, intact and functioning. 10/18/22 ES Rain event 10/24. Erosion control measures unable to contain some runoff of open storm trenches allowing some silt to make its way through to basin on SE side of Kessler drive. Most other erosion control measures intact and functioning to contain erosion on site. 10/25/22 ES Erosion control measures installed, intact, and functioning. 10/31/22 ES Erosion control measures installed, intact, and functioning. All vehicles were parked around perimeter of site and no erosion issues noted. 11/7/22 ES 11-14-22 RH. Erosion control is in place and working order. One corner of the silt fence was starting to fail but not yet. This was informed to the contractor. Erosion control measures installed, intact, and functioning. The corner of concern has not failed, but also does not appear to have been addressed. 11/21/22 ES 12-12-22 RH. Erosion control is up and in working order. 12-20-22 RH. Erosion control is up and in working order. 12-27-22 RH. Erosion control is up and in working order. 1-9-22 RH. Erosion Control is up and in working order. 1-23-23 PS Erosion control within compliance 1-25-23 PS Erosion control within compliance 1-30-23 RH. Eroison contorl is up and in working order. 2-6-23 RH. Eroison control is up and in working order. 2-13-23 RH. Erosion control is up and in working order. 2-22-23 RH. Erosion Control is up and in working order. 2-27-23 RH. Erosion Control is up and in working order. 3-3-23 RH. Erosion Control is up and in working order. 3-14-23 RH. Erosion Control is up and in working order. 3-16-23 RH. Erosion Control was addressed due to mud on street from trucks. Contractor will clean up. 3-17-23 RH. Erosion control is in working order. Areas that were of concern were fixed. 3-22-23 RH. Issue found on sidewalk of site where fill has washed onto sidewalk. Contractor was informed will address tomorrow. 5-16-23 DP. No erosion control issues 6-12-23 DP. ESC is currently in good working order 7-18-23 DP. ESC is currently in good working order 8-3-23 DP. ESC is currently in good working order 10-3-23 DP. Esc around the site is mostly in good working order. Where they are digging up the road along curry could potentially need some attention after the rain. 12-20-23 DP. There were some minor issues with erosion control on site. I communicated with Mike from O'Reilly Build and the issues were addressed in a timely manor. 2-19-24 DP. ESC on the parameter of the job site has been good and the contractor has been responsive to cleaning up. But the interior of the jobsite needs to be cleaned up this week. They roads have a lot of erosion on them. They did have a temp agency send guys in to scrape the curbs and clean in front of the storm inlets on 2-16-24. 2-22-24 DP. Lafe with Bair showed up on site today and is sweeping debris from the streets. 3-25-24 DP ESC is in good working order. Landscapers are suppose to be onsite this week to look at sod reconstruction in right of way. 6-17-24 DP. ESC is in good working order. Grass and weeds were knocked down last friday and silt fence was repaired.
Misc
Corrective Action Required
08/15/2024
1-2-24 DP. ESC was in good working order. I did notice trash and debris up against some of the gutter buddies in the storm structure throats. Lets make sure we are keeping the openings around strom structures clean and free of unnecessary debris to reduce the risk of it getting into the storm system. 4-18-24 DP ESC around the site is in good working order. 4-25-24 DP. ESC around the site is in good working order. 6-25-24 DP. ESC around the site is in good working order. 7-23-24 DP. ESC around the site is mostly in good working order. There is a spot against the sidewalk on the south east side of the property that allows sediment through. That area needs silt fence beefed up and also the sidewalk needs to be cleaned free of debris. 8-15-24 DP. There are no ESC issues with public parts of this project. 8-20-24 DP. There are no ESC issues with the public areas of this project.
Site Visit Partial 8/26/2024 8/26/2024 08/27/2024
Misc
Informational
08/15/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanrahan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on. 5-28-24 DP. Bair was onsite yesterday and fixed the tracer wire on public water. All wire was ran, no wire was stripped or hooked up in 2 spots (just tied in a knot with the coating still on) and the third spot it was in a wire nut, but not twisted. When we exposed the TEE for the fire hydrant, there was no kicker so Bair also poured a kicker which should be behind every TEE. 5-29-24 DP. The GC replaced the valve riser that was the wrong size. The water department came out and did a water bond inspection. Brent should send me the acceptance letter today. They came out to camera sewer, but is having trouble with their camera. Hoping to get sewer passed today. The only thing we would be lacking after water and sewer accepted would be public sidewalk. 5-30-24 DP. Water bond inspection was accepted by the LS water department. 7-9-24 DP. The sewer main down curry is needing cleaned with a basket catching debris. Once this is completed, the sewer bond will be accepted and we will be able to issue substantial completion on the site. 8-15-24 DP. No site work for FEI 8-26-24 DP. Bair was onsite digging a tap hole for irrigation. That will be completed in the morning. There was a sidewalk panel broken and 2 spots on the public curb that they missed replacing. These items will be fixed soon.
Site Visit Partial 8/27/2024 8/27/2024 08/27/2024
Misc
Informational
08/27/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanrahan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on. 5-28-24 DP. Bair was onsite yesterday and fixed the tracer wire on public water. All wire was ran, no wire was stripped or hooked up in 2 spots (just tied in a knot with the coating still on) and the third spot it was in a wire nut, but not twisted. When we exposed the TEE for the fire hydrant, there was no kicker so Bair also poured a kicker which should be behind every TEE. 5-29-24 DP. The GC replaced the valve riser that was the wrong size. The water department came out and did a water bond inspection. Brent should send me the acceptance letter today. They came out to camera sewer, but is having trouble with their camera. Hoping to get sewer passed today. The only thing we would be lacking after water and sewer accepted would be public sidewalk. 5-30-24 DP. Water bond inspection was accepted by the LS water department. 7-9-24 DP. The sewer main down curry is needing cleaned with a basket catching debris. Once this is completed, the sewer bond will be accepted and we will be able to issue substantial completion on the site. 8-15-24 DP. No site work for FEI 8-26-24 DP. Bair was onsite digging a tap hole for irrigation. That will be completed in the morning. There was a sidewalk panel broken and 2 spots on the public curb that they missed replacing. These items will be fixed soon. 8-27-24 DP. Bair was onsite setting up the irrigation meter, the pit was at grade, the meter was 16" from top of lid and had adequate gravel in bottom of meter pit.
Site Visit Partial 9/17/2024 9/17/2024 09/17/2024
Misc
Informational
08/27/2024
12-28-23 Dustin A, No Activity for our dept . 12-29-23 Dustin A, No activity today for our department. 1-18-24 DP. Crews have not been on site since before the Holidays due to the holidays and then the weather to follow. 1-23-24 DP. Bair was back on site briefly today, but were working on trenching for Evergy. Nothing for developement. 4-17-24 DP. Met Mike onsite today and looked through the depths of water meters. He was worried about being too deep, but he has about 5" to play with in each pit. I instructed him to keep them 16"-18" deep. 4-17-24 DP. Update on status for substantial completion on the site: - sewer is waiting on repairs and still needs to be approved by the LS water department - finish all roads with asphalt base and surface - clean/jet all storm lines - restore/establish all topsoil and seed/sod in right of way. Especially where water tie ins were and where work was done for electrical by taco bell and by the job trailer. (all right of way) 5-2-24 Dustin A, No work due to rain 5-7-24 DP. Met with Mike onsite to discuss what was needed for substantial completion. Also formed an email to the developer with what's needed as well 5-13-24 DP. No work for development today. Hanrahan is planning on surfacing the approaches tomorrow if weather cooperates. 5-14-24 DP. Guys are attempting to find tracer wire on water line 1. They are not an actual contractor so i'm staying on site while they are digging around the water line. 5-24-24 DP. I've been on site with Reddi Service most of today, They have now jetted/cleaned and camera'd all public storm and sewer on site. I'll review the video on Tuesday and then schedule necessary camera inspections from then on. 5-28-24 DP. Bair was onsite yesterday and fixed the tracer wire on public water. All wire was ran, no wire was stripped or hooked up in 2 spots (just tied in a knot with the coating still on) and the third spot it was in a wire nut, but not twisted. When we exposed the TEE for the fire hydrant, there was no kicker so Bair also poured a kicker which should be behind every TEE. 5-29-24 DP. The GC replaced the valve riser that was the wrong size. The water department came out and did a water bond inspection. Brent should send me the acceptance letter today. They came out to camera sewer, but is having trouble with their camera. Hoping to get sewer passed today. The only thing we would be lacking after water and sewer accepted would be public sidewalk. 5-30-24 DP. Water bond inspection was accepted by the LS water department. 7-9-24 DP. The sewer main down curry is needing cleaned with a basket catching debris. Once this is completed, the sewer bond will be accepted and we will be able to issue substantial completion on the site. 8-15-24 DP. No site work for FEI 8-26-24 DP. Bair was onsite digging a tap hole for irrigation. That will be completed in the morning. There was a sidewalk panel broken and 2 spots on the public curb that they missed replacing. These items will be fixed soon. 8-27-24 DP. Bair was onsite setting up the irrigation meter, the pit was at grade, the meter was 16" from top of lid and had adequate gravel in bottom of meter pit. 9-17-24 NS Site visited it appears that no work today.
Documents & Images
Date Uploaded File Type Document Name
08/19/2022 Receipt Receipt for transaction:2022-006852
08/23/2022 Approved Plans NLV Townhomes Site Disturbance Plan Approved 8.23.22
08/26/2022 Letter DE-Permit
08/27/2022 Approved Plans New Longview Townhomes Public Storm Approved 8.27.22
08/27/2022 Approved Plans New Longview Townhomes - Public Street Approved 8.27.22
09/09/2022 Letter INSPECTION SUMMARY
09/09/2022 Letter INSPECTION SUMMARY
09/09/2022 Letter INSPECTION SUMMARY
09/09/2022 Letter INSPECTION SUMMARY
09/14/2022 Letter INSPECTION SUMMARY
09/14/2022 Letter INSPECTION SUMMARY
09/14/2022 Letter INSPECTION SUMMARY
09/14/2022 Letter INSPECTION SUMMARY
09/20/2022 Letter INSPECTION SUMMARY
09/21/2022 Letter INSPECTION SUMMARY
09/26/2022 Letter INSPECTION SUMMARY
09/27/2022 Letter INSPECTION SUMMARY
09/27/2022 Letter INSPECTION SUMMARY
09/28/2022 Letter INSPECTION SUMMARY
09/29/2022 Letter INSPECTION SUMMARY
09/30/2022 Letter INSPECTION SUMMARY
10/03/2022 Letter INSPECTION SUMMARY
10/03/2022 Letter INSPECTION SUMMARY
10/04/2022 Letter INSPECTION SUMMARY
10/07/2022 Letter INSPECTION SUMMARY
10/07/2022 Letter INSPECTION SUMMARY
10/11/2022 Letter INSPECTION SUMMARY
10/11/2022 Letter INSPECTION SUMMARY
10/11/2022 Letter INSPECTION SUMMARY
10/11/2022 Letter INSPECTION SUMMARY
10/12/2022 Letter INSPECTION SUMMARY
10/14/2022 Letter INSPECTION SUMMARY
10/18/2022 Letter INSPECTION SUMMARY
10/18/2022 Letter INSPECTION SUMMARY
10/19/2022 Letter INSPECTION SUMMARY
10/20/2022 Letter INSPECTION SUMMARY
10/20/2022 Letter INSPECTION SUMMARY
10/21/2022 Letter INSPECTION SUMMARY
10/28/2022 Letter INSPECTION SUMMARY
10/28/2022 Letter INSPECTION SUMMARY
10/28/2022 Letter INSPECTION SUMMARY
10/28/2022 Letter INSPECTION SUMMARY
10/29/2022 Letter INSPECTION SUMMARY
10/29/2022 Letter INSPECTION SUMMARY
10/29/2022 Letter INSPECTION SUMMARY
10/29/2022 Letter INSPECTION SUMMARY
10/31/2022 Letter INSPECTION SUMMARY
10/31/2022 Letter INSPECTION SUMMARY
11/02/2022 Letter INSPECTION SUMMARY
11/02/2022 Letter INSPECTION SUMMARY
11/02/2022 Letter INSPECTION SUMMARY
11/04/2022 Letter INSPECTION SUMMARY
11/04/2022 Letter INSPECTION SUMMARY
11/08/2022 Letter INSPECTION SUMMARY
11/08/2022 Letter INSPECTION SUMMARY
11/08/2022 Letter INSPECTION SUMMARY
11/10/2022 Letter INSPECTION SUMMARY
11/14/2022 Letter INSPECTION SUMMARY
11/14/2022 Letter INSPECTION SUMMARY
11/14/2022 Letter INSPECTION SUMMARY
11/16/2022 Letter INSPECTION SUMMARY
11/16/2022 Letter INSPECTION SUMMARY
11/17/2022 Letter INSPECTION SUMMARY
11/17/2022 Letter INSPECTION SUMMARY
11/17/2022 Letter INSPECTION SUMMARY
11/18/2022 Letter INSPECTION SUMMARY
11/18/2022 Letter INSPECTION SUMMARY
11/18/2022 Letter INSPECTION SUMMARY
11/18/2022 Letter INSPECTION SUMMARY
11/21/2022 Letter INSPECTION SUMMARY
11/21/2022 Letter INSPECTION SUMMARY
11/21/2022 Letter INSPECTION SUMMARY
11/21/2022 Letter INSPECTION SUMMARY
11/22/2022 Letter INSPECTION SUMMARY
11/22/2022 Letter INSPECTION SUMMARY
11/23/2022 NLV TH Compaction 22-1157 L22-218
11/23/2022 NLV TH Compaction 22-1157 L22-219
11/23/2022 NLV TH Compaction 22-1157-dr-1
11/23/2022 NLV TH Compaction 22-1157-dr-1B
11/25/2022 Letter INSPECTION SUMMARY
11/29/2022 Letter INSPECTION SUMMARY
11/30/2022 Letter INSPECTION SUMMARY
12/01/2022 Letter INSPECTION SUMMARY
12/01/2022 Letter INSPECTION SUMMARY
12/02/2022 Letter INSPECTION SUMMARY
12/02/2022 Letter INSPECTION SUMMARY
12/05/2022 Letter INSPECTION SUMMARY
12/05/2022 Letter INSPECTION SUMMARY
12/06/2022 Letter INSPECTION SUMMARY
12/06/2022 Letter INSPECTION SUMMARY
12/06/2022 Letter INSPECTION SUMMARY
12/07/2022 Letter INSPECTION SUMMARY
12/07/2022 Letter INSPECTION SUMMARY
12/08/2022 Letter INSPECTION SUMMARY
12/09/2022 Letter INSPECTION SUMMARY
12/12/2022 Letter INSPECTION SUMMARY
12/12/2022 Letter INSPECTION SUMMARY
12/12/2022 Letter INSPECTION SUMMARY
12/14/2022 Letter INSPECTION SUMMARY
12/15/2022 Letter INSPECTION SUMMARY
12/16/2022 Letter INSPECTION SUMMARY
12/19/2022 Receipt Receipt for transaction:2022-009565
12/20/2022 Letter INSPECTION SUMMARY
12/20/2022 Letter INSPECTION SUMMARY
12/21/2022 Letter INSPECTION SUMMARY
12/19/2022 Approved Plans New Longview Townhomes Public Water APPROVED
12/27/2022 Letter INSPECTION SUMMARY
12/27/2022 Letter INSPECTION SUMMARY
12/27/2022 Letter INSPECTION SUMMARY
12/28/2022 Letter INSPECTION SUMMARY
12/28/2022 Letter INSPECTION SUMMARY
12/29/2022 Letter INSPECTION SUMMARY
12/30/2022 Letter INSPECTION SUMMARY
01/03/2023 Letter INSPECTION SUMMARY
01/03/2023 Letter INSPECTION SUMMARY
01/04/2023 Letter INSPECTION SUMMARY
01/04/2023 Letter INSPECTION SUMMARY
01/05/2023 Letter INSPECTION SUMMARY
01/05/2023 Letter INSPECTION SUMMARY
01/06/2023 Letter INSPECTION SUMMARY
01/09/2023 Letter INSPECTION SUMMARY
01/09/2023 Letter INSPECTION SUMMARY
01/10/2023 Letter INSPECTION SUMMARY
01/11/2023 Letter INSPECTION SUMMARY
01/12/2023 Letter INSPECTION SUMMARY
01/13/2023 Letter INSPECTION SUMMARY
01/20/2023 22-1157-dr-3 Compaction
01/20/2023 22-1157-dr-3B Compaction
01/20/2023 22-1157-dr-3C (Testing Locations) Compaction
01/20/2023 22-1157-dr-4 Compaction
01/20/2023 22-1157-dr-4B Compaction
01/20/2023 22-1157-dr-4C (Testing Locations_AM Trip) Compaction
01/23/2023 Letter INSPECTION SUMMARY
01/24/2023 Letter INSPECTION SUMMARY
01/25/2023 Letter INSPECTION SUMMARY
01/27/2023 Letter INSPECTION SUMMARY
01/30/2023 Letter INSPECTION SUMMARY
02/06/2023 Letter INSPECTION SUMMARY
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02/16/2023 Letter INSPECTION SUMMARY
02/17/2023 Letter INSPECTION SUMMARY
02/21/2023 Letter INSPECTION SUMMARY
02/22/2023 Letter INSPECTION SUMMARY
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02/24/2023 Letter INSPECTION SUMMARY
02/27/2023 Letter INSPECTION SUMMARY
02/28/2023 Letter INSPECTION SUMMARY
03/01/2023 Letter INSPECTION SUMMARY
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03/06/2023 Letter INSPECTION SUMMARY
03/06/2023 Letter INSPECTION SUMMARY
03/07/2023 Letter INSPECTION SUMMARY
03/07/2023 Letter INSPECTION SUMMARY
03/08/2023 Sample Pickup
03/08/2023 Letter INSPECTION SUMMARY
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03/14/2023 Letter INSPECTION SUMMARY
03/14/2023 Letter INSPECTION SUMMARY
03/15/2023 Letter INSPECTION SUMMARY
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03/17/2023 Letter INSPECTION SUMMARY
03/20/2023 Letter INSPECTION SUMMARY
03/21/2023 Letter INSPECTION SUMMARY
03/22/2023 22-1157-dr-6
03/22/2023 22-1157-dr-6B
03/22/2023 22-1157-dr-6C (Testing Locations)
03/22/2023 Letter INSPECTION SUMMARY
03/23/2023 Letter INSPECTION SUMMARY
03/24/2023 Letter INSPECTION SUMMARY
03/24/2023 Proctor 2
03/24/2023 Proctor
03/27/2023 Letter INSPECTION SUMMARY
03/27/2023 Letter INSPECTION SUMMARY
03/29/2023 Letter INSPECTION SUMMARY
03/30/2023 Letter INSPECTION SUMMARY
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04/21/2023 Letter INSPECTION SUMMARY
04/21/2023 Letter INSPECTION SUMMARY
04/26/2023 Letter INSPECTION SUMMARY
05/02/2023 Letter INSPECTION SUMMARY
05/04/2023 Letter INSPECTION SUMMARY
05/05/2023 Letter INSPECTION SUMMARY
05/09/2023 Letter INSPECTION SUMMARY
05/10/2023 Curb 5-5-23
05/16/2023 Letter INSPECTION SUMMARY
05/16/2023 Letter INSPECTION SUMMARY
05/16/2023 Letter INSPECTION SUMMARY
05/17/2023 Letter INSPECTION SUMMARY
05/17/2023 Letter INSPECTION SUMMARY
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05/19/2023 Letter INSPECTION SUMMARY
05/22/2023 Letter INSPECTION SUMMARY
05/23/2023 Letter INSPECTION SUMMARY
05/24/2023 Letter INSPECTION SUMMARY
05/24/2023 Letter INSPECTION SUMMARY
05/25/2023 Letter INSPECTION SUMMARY
05/25/2023 Letter INSPECTION SUMMARY
05/25/2023 Letter INSPECTION SUMMARY
05/25/2023 LVTH Line 1 Coliform Sample 1 results
05/25/2023 LVTH Line 1 Coliform Sample 2 results
05/31/2023 Letter INSPECTION SUMMARY
05/31/2023 Letter INSPECTION SUMMARY
06/06/2023 Letter INSPECTION SUMMARY
06/06/2023 Letter INSPECTION SUMMARY
06/06/2023 Letter INSPECTION SUMMARY
06/06/2023 Letter INSPECTION SUMMARY
06/12/2023 Letter INSPECTION SUMMARY
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06/16/2023 Letter INSPECTION SUMMARY
06/20/2023 Letter INSPECTION SUMMARY
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06/27/2023 Letter INSPECTION SUMMARY
06/27/2023 Letter INSPECTION SUMMARY
06/27/2023 Letter INSPECTION SUMMARY
06/28/2023 Letter INSPECTION SUMMARY
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07/11/2023 Letter INSPECTION SUMMARY
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07/11/2023 Letter INSPECTION SUMMARY
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07/11/2023 Letter INSPECTION SUMMARY
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07/12/2023 NLVTH Water line 2 Sample 1
07/12/2023 NVLTH Water line 2 Sample 2
07/18/2023 Letter INSPECTION SUMMARY
07/28/2023 Letter INSPECTION SUMMARY
07/28/2023 Letter INSPECTION SUMMARY
08/03/2023 Letter INSPECTION SUMMARY
08/10/2023 Letter INSPECTION SUMMARY
08/11/2023 Letter INSPECTION SUMMARY
08/15/2023 Letter INSPECTION SUMMARY
08/16/2023 Letter INSPECTION SUMMARY
08/17/2023 Letter INSPECTION SUMMARY
08/22/2023 Approved Plans Approved FDP Site Phasing Plan_NLV Townhomes_082223
09/01/2023 Letter INSPECTION SUMMARY
09/07/2023 town2
09/07/2023 town3
09/07/2023 town4
09/07/2023 town5
09/07/2023 town1
09/07/2023 town6
09/08/2023 20230907_135747
09/08/2023 20230907_142333
09/08/2023 20230907_142453
09/20/2023 Letter INSPECTION SUMMARY
09/27/2023 Letter INSPECTION SUMMARY
09/28/2023 Letter INSPECTION SUMMARY
10/03/2023 Letter INSPECTION SUMMARY
10/03/2023 Letter INSPECTION SUMMARY
10/03/2023 Letter INSPECTION SUMMARY
10/06/2023 Letter INSPECTION SUMMARY
10/11/2023 Letter INSPECTION SUMMARY
10/13/2023 Letter INSPECTION SUMMARY
10/18/2023 Letter INSPECTION SUMMARY
10/19/2023 Letter INSPECTION SUMMARY
10/26/2023 Letter INSPECTION SUMMARY
10/26/2023 Letter INSPECTION SUMMARY
11/27/2023 Letter INSPECTION SUMMARY
11/29/2023 Letter INSPECTION SUMMARY
12/04/2023 Letter INSPECTION SUMMARY
12/12/2023 Letter INSPECTION SUMMARY
12/20/2023 Letter INSPECTION SUMMARY
12/20/2023 Letter INSPECTION SUMMARY
01/02/2024 Letter INSPECTION SUMMARY
01/02/2024 Letter INSPECTION SUMMARY
01/03/2024 Letter INSPECTION SUMMARY
01/03/2024 Letter INSPECTION SUMMARY
01/04/2024 Letter INSPECTION SUMMARY
01/05/2024 Letter INSPECTION SUMMARY
01/18/2024 Letter INSPECTION SUMMARY
01/23/2024 Letter INSPECTION SUMMARY
01/29/2024 Letter INSPECTION SUMMARY
01/30/2024 Letter INSPECTION SUMMARY
02/02/2024 Letter INSPECTION SUMMARY
02/05/2024 Letter INSPECTION SUMMARY
02/06/2024 Letter INSPECTION SUMMARY
02/08/2024 Letter INSPECTION SUMMARY
02/08/2024 Letter INSPECTION SUMMARY
02/09/2024 Letter DE-Certificate of Substantial Completion Single Lot
02/09/2024 Letter DE-Punch List
02/09/2024 Letter INSPECTION SUMMARY
02/09/2024 Letter INSPECTION SUMMARY
02/15/2024 Letter INSPECTION SUMMARY
02/19/2024 Letter INSPECTION SUMMARY
02/22/2024 Letter INSPECTION SUMMARY
03/11/2024 Letter INSPECTION SUMMARY
03/11/2024 Letter INSPECTION SUMMARY
03/25/2024 Letter INSPECTION SUMMARY
04/12/2024 Letter INSPECTION SUMMARY
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04/18/2024 Letter INSPECTION SUMMARY
04/24/2024 Letter INSPECTION SUMMARY
04/25/2024 Letter INSPECTION SUMMARY
05/02/2024 Letter INSPECTION SUMMARY
05/07/2024 Letter INSPECTION SUMMARY
05/14/2024 Letter INSPECTION SUMMARY
05/14/2024 Letter INSPECTION SUMMARY
05/17/2024 Receipt Receipt for transaction:2024-003601
05/17/2024 Letter INSPECTION SUMMARY
05/21/2024 Letter INSPECTION SUMMARY
05/24/2024 Letter INSPECTION SUMMARY
05/29/2024 Letter INSPECTION SUMMARY
05/30/2024 Letter INSPECTION SUMMARY
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06/18/2024 Letter INSPECTION SUMMARY
06/18/2024 Letter INSPECTION SUMMARY
06/20/2024 STOWP Lot 13A First Passing 6 in sample
06/20/2024 STOWP Lot 13 A second passing 6 in first passing 8 in water sample
06/20/2024 Letter INSPECTION SUMMARY
06/25/2024 Letter INSPECTION SUMMARY
06/25/2024 Letter INSPECTION SUMMARY
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06/26/2024 Letter INSPECTION SUMMARY
06/26/2024 Letter INSPECTION SUMMARY
07/01/2024 Letter INSPECTION SUMMARY
07/01/2024 Letter INSPECTION SUMMARY
07/01/2024 Letter INSPECTION SUMMARY
07/01/2024 Letter INSPECTION SUMMARY
07/01/2024 Letter INSPECTION SUMMARY
07/01/2024 Letter INSPECTION SUMMARY
07/01/2024 Letter INSPECTION SUMMARY
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07/09/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter DE-Certificate of Substantial Completion Single Lot
07/16/2024 Letter DE-Punch List
07/22/2024 Letter INSPECTION SUMMARY
07/23/2024 Letter INSPECTION SUMMARY
07/24/2024 Plans Current Public Infrastructure Plans
07/24/2024 Receipt Receipt for transaction:2024-006186
07/24/2024 Letter Final Affidavit Agreement
07/29/2024 Letter INSPECTION SUMMARY
07/30/2024 Letter INSPECTION SUMMARY
07/30/2024 Security Document Public Infrastucture Bond
07/31/2024 Letter INSPECTION SUMMARY
07/31/2024 Letter INSPECTION SUMMARY
08/15/2024 Letter INSPECTION SUMMARY
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08/20/2024 Letter INSPECTION SUMMARY
08/27/2024 Letter INSPECTION SUMMARY
08/27/2024 Letter INSPECTION SUMMARY
09/17/2024 Letter INSPECTION SUMMARY
04/07/2025 Letter DE-Certificate of Final Acceptance (Commercial)
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