Permit Application Status

PRSITE20174064


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Summary


PRSITE20174064
Development - Site
Final Acceptance
B & D BUSINESS HOLDINGS LLC
DEVELOPMENT COMPLETE
PRIVATE INFRASTRUCTURE FOR PRIVATE COMMERCIAL SITE DEVELOPMENT.
12/18/2017
01/04/2018
03/23/2023
Locations
Contacts
B & D BUSINESS HOLDINGS LLC, Address:24000 W 43RD STREET  
SCHLAGEL & ASSOCIATES, Address:14920 W 107TH ST, Phone:(913) 492-5158  
ED MOORE CONSTRUCTION COMPANY, INC., Address:413 EAST MAIN ST, Phone:(913) 856-2300  
B & D BUSINESS HOLDINGS LLC, Address:24000 W 43RD STREET  
Reviews
Review Type Outcome Est. Completion Date Completed
Licensed Contractors Approved 01/02/2018 01/03/2018
John DiMauro
Fees
Paid Fees Amount Paid Owing Date Paid
91100C8-Sanitary Sewer Insp Fees $262.50 $262.50 Paid 12/21/2017
91100C9-Water Insp Fee $876.00 $876.00 Paid 12/21/2017
9110072-Water Test Fee $200.00 $200.00 Paid 12/21/2017
9110068-Storm Fee $3,256.20 $3,256.20 Paid 12/21/2017
9110081-Paved Surface Inspection Fee $12,969.00 $12,969.00 Paid 12/21/2017
9110071-Site Grading Fee $9,150.00 $9,150.00 Paid 12/21/2017
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $26,713.70 $26,713.70 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Erosion Control Inspection Failed 1/4/2018 at 10:00 AM 01/04/2018
PW-Devices for Erosion and Sediment Control
Corrective Action Required
01/04/2018
John DiMauro 01/04/2018 2:47 PM According to the plans, it appears that some of the Phase 1 ESC devices are missing. The ESC devices need to be corrected and remain intact for the duration of the project.
Erosion Control Inspection Partial 1/8/2018 at 10:00 AM 01/09/2018
PW-Devices for Erosion and Sediment Control
Corrective Action Required
01/04/2018
John DiMauro 01/04/2018 2:47 PM According to the plans, it appears that some of the Phase 1 ESC devices are missing. The ESC devices need to be corrected and remain intact for the duration of the project.
PW-Misc
Informational
01/09/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
Site Visit Partial 1/11/2018 at 10:15 AM 01/17/2018
Site Visit Partial 1/17/2018 at 9:15 AM 01/17/2018
Erosion Control Inspection Partial 1/19/2018 at 9:30 AM 01/19/2018
PW-Devices for Erosion and Sediment Control
Resolved
01/09/2018
John DiMauro 01/04/2018 2:47 PM According to the plans, it appears that some of the Phase 1 ESC devices are missing. The ESC devices need to be corrected and remain intact for the duration of the project.
PW-Misc
Informational
01/09/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
01/19/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
Site Visit Partial 1/22/2018 at 10:30 AM 01/22/2018
PW-Misc
Informational
01/22/2018
Jeremy Young 01/22/2018 10:39 AM Work on the building foundation continues. Contractor waiting for supplies to arrive to begin other site work.
Site Visit Partial 1/23/2018 at 10:30 AM 01/23/2018
PW-Misc
Informational
01/23/2018
Jeremy Young 01/23/2018 10:44 AM Work on site continues on building. No work being done today outside of building structure.
Site Visit Partial 1/23/2018 at 10:30 AM 01/23/2018
Site Visit Partial 1/24/2018 at 10:15 AM 01/24/2018
Erosion Control Inspection Partial 1/25/2018 at 9:35 AM 01/25/2018
PW-Misc
Informational
01/19/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
01/19/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
01/25/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
Site Visit Partial 1/25/2018 at 9:50 AM 01/25/2018
PW-Misc
Informational
01/25/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
Site Visit Partial 1/26/2018 at 9:50 AM 01/26/2018
PW-Misc
Informational
01/25/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
Site Visit Partial 1/29/2018 at 2:45 PM 01/29/2018
PW-Misc
Informational
01/26/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
01/29/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
Site Visit Partial 1/31/2018 at 11:10 AM 01/31/2018
PW-Misc
Informational
01/29/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
01/29/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
Erosion Control Inspection Partial 2/6/2018 at 9:35 AM 02/06/2018
PW-Misc
Informational
01/25/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
01/25/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
01/25/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
02/06/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
Site Visit Partial 2/7/2018 at 9:30 AM 02/07/2018
PW-Misc
Informational
01/31/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
01/31/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
Erosion Control Inspection Partial 2/9/2018 at 1:45 PM 02/09/2018
PW-Misc
Informational
02/06/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
02/06/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
02/06/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
02/06/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Misc
Informational
02/09/2018
Jeremy Young 02/09/2018 3:45 PM Met with Ed Moore regarding missing ESC devices. Particularly around the creek. Devices will be addressed when the final plan changes are sent to the City. Will check back early next week.
Erosion Control Inspection Partial 2/9/2018 at 1:45 PM 02/09/2018
PW-Misc
Informational
02/09/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
02/09/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
02/09/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
02/09/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Misc
Informational
02/09/2018
John Dimauro 02/09/2018 3:49 PM Met with Ed Moore regarding missing ESC devices. Particularly around the creek. Devices will be addressed when the final plan changes are sent to the City. Will check back early next week.
Site Visit Partial 2/12/2018 at 10:45 AM 02/12/2018
PW-Misc
Informational
02/07/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/07/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/12/2018
Jeremy Young 02/12/2018 10:46 AM No work being done on infrastructure today. Contractor still working on building structure.
Site Visit Partial 2/13/2018 at 1:00 PM 02/13/2018
PW-Misc
Informational
02/12/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/12/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/13/2018
Jeremy Young 02/13/2018 1:43 PM No infrastructure work being done by the contractor. Only building work bring performed.
Site Visit Partial 2/14/2018 at 1:20 PM 02/14/2018
PW-Misc
Informational
02/13/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/13/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/14/2018
Jeremy Young 02/14/2018 1:20 PM No work being done to the infrastructure. Only work being performed on the building.
Site Visit Partial 2/16/2018 at 2:25 PM 02/16/2018
PW-Misc
Informational
02/14/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/14/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/16/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
Site Visit Partial 2/20/2018 at 2:00 PM 02/20/2018
PW-Misc
Informational
02/16/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/16/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/16/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
02/20/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
Erosion Control Inspection Failed 2/23/2018 at 1:30 PM 02/22/2018
PW-Misc
Informational
02/09/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
02/09/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
02/09/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
02/09/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
02/22/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
Site Visit Partial 2/22/2018 at 1:45 PM 02/22/2018
PW-Misc
Informational
02/20/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/20/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/20/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
02/20/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
Site Visit Partial 2/26/2018 at 8:55 AM 02/26/2018
PW-Misc
Informational
02/22/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/22/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/22/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
02/22/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
02/26/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
Site Visit Partial 2/27/2018 at 11:00 AM 02/27/2018
PW-Misc
Informational
02/26/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/26/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/26/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
02/26/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
02/26/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
02/27/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
Site Visit Partial 2/28/2018 at 2:00 PM 02/28/2018
PW-Misc
Informational
02/27/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/27/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/27/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
02/27/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
02/27/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
02/27/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
02/28/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
Sanitary Sewer Construction Inspection Partial 2/28/2018 at 8:15 AM 02/28/2018
PW-Main inspection
Informational
02/28/2018
John DiMauro 02/28/2018 3:50 PM The plumbing crew was on site this morning digging to locate the main for the tie in tomorrow.
Sanitary Sewer Construction Inspection Partial 3/1/2018 at 8:15 AM 03/01/2018
PW-Main inspection
Informational
03/01/2018
Jeremy Young 03/01/2018 1:19 PM The sub-contractor Max Reike Co. Installed the 10" Wye connection into the existing sanitary main. The Wye connection had 2' of pipe on each side and was connected with Strongback Fernco fittings. The Wye had a 4" connection and was installed between 30-45%. The line had 6" of clean rock surrounding the pipe and connection. This was backfilled and the pipe was constructed through the creek. They 4" line was surrounded with sufficient rock bedding and the connections were lubed prior to connection. The amount of fall will be at 2% across the creek. THe contractor has backfilled as the pipe was layed.
Site Visit Partial 3/2/2018 at 10:30 AM 03/01/2018
PW-Misc
Informational
02/28/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
02/28/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
02/28/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
02/28/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
02/28/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
02/28/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
02/28/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/01/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
Sanitary Sewer Construction Inspection Passed 3/2/2018 at 8:30 AM 03/02/2018
PW-Main inspection
Informational
03/01/2018
Jeremy Young 03/01/2018 1:19 PM The sub-contractor Max Reike Co. Installed the 10" Wye connection into the existing sanitary main. The Wye connection had 2' of pipe on each side and was connected with Strongback Fernco fittings. The Wye had a 4" connection and was installed between 30-45%. The line had 6" of clean rock surrounding the pipe and connection. This was backfilled and the pipe was constructed through the creek. They 4" line was surrounded with sufficient rock bedding and the connections were lubed prior to connection. The amount of fall will be at 2% across the creek. THe contractor has backfilled as the pipe was layed.
PW-Main inspection
Informational
03/02/2018
Jeremy Young 03/02/2018 10:41 AM Met the Subcontractor on site to inspect the tie into the building. The connection was made with a 4" Fernco Strongback fitting. The pipe had at least 6" of rock surrounding the pipe. The crew was beginning to backfill with dirt to finish. Completed.
Storm - Material Verification Partial 3/5/2018 at 1:00 PM 03/05/2018
Informational
03/05/2018
Jeremy Young 03/05/2018 2:45 PM John DiMauro and myself checked the material avaliable on site. The boxes for 201, 203, 101 (partial) are on site. These boxes appear to meet the specifications. Box 101 only has one section avaliable at this time. There is no weir wall present in the upper portion of the box. I am going to check when the other sections arrive for weir wall construction. The RCP is on site and is correct for the job. They are AASHTO M170 and have both 24 and 30 inch sizes for line 100. The other storm lines are HDPE and have the connecting end covered and ready for installation.
Site Visit Partial 3/5/2018 at 7:50 AM 03/05/2018
PW-Misc
Informational
03/01/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/01/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/01/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/01/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/01/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/01/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/01/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/01/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/05/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
Site Visit Partial 3/6/2018 at 11:15 AM 03/06/2018
PW-Misc
Informational
03/05/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/05/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/05/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/05/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/05/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/05/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/05/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/05/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/05/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/06/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
Storm - Pipe Partial 3/6/2018 at 11:15 AM 03/06/2018
PW-Misc
Informational
03/06/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
Storm - Pipe Partial 3/7/2018 at 8:50 AM 03/07/2018
PW-Misc
Informational
03/06/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
Storm - Pipe Partial 3/7/2018 at 11:30 AM 03/07/2018
PW-Misc
Informational
03/07/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
Storm - Pipe Partial 3/7/2018 at 2:50 PM 03/07/2018
PW-Misc
Informational
03/07/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
Storm Sewer Construction Inspection Partial 3/8/2018 at 9:30 AM 03/08/2018
PW-Storm Sewer Inspection
Informational
03/08/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
Storm - Pipe Partial 3/8/2018 at 9:30 AM 03/08/2018
PW-Misc
Informational
03/07/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/07/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/08/2018 10:01 AM Contractor added box 204 and connected the HDPE pipe to the box. The box was set on at least 4" of rock and the pipe was covered with at least 6" of rock. The contractor will backfill.
Erosion Control Inspection Partial 3/8/2018 at 9:45 AM 03/08/2018
PW-Misc
Informational
02/22/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
02/22/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
02/22/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
02/22/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
02/22/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/08/2018 11:34 AM All ESC devices are intact and in good shape. When the silt fence is removed, the contractor re-installs after.
Storm - Material Verification Partial 3/8/2018 at 9:50 AM 03/08/2018
Informational
03/08/2018
Jeremy Young 03/08/2018 11:38 AM Inspected the manhole rings and lids. They are the proper size and have the correct lettering per the city standards.
Storm - Pipe Partial 3/9/2018 at 9:40 AM 03/09/2018
PW-Misc
Informational
03/08/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/08/2018 10:01 AM Contractor added box 204 and connected the HDPE pipe to the box. The box was set on at least 4" of rock and the pipe was covered with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/09/2018 10:04 AM Contractor is working on line 300. They have installed the 30" HDPE from the flared end section to the box 301. The pipe has at least 6" of rock surrounding the pipe. the box has at least 4" of rock bedding.
Storm - Material Verification Partial 3/9/2018 at 10:15 AM 03/09/2018
Informational
03/09/2018
Jeremy Young 03/09/2018 10:30 AM Contractor has received boxes 101, 302, 303. The box 101 has weir wall to slide into place. Need to verify the placement of hole for overfill. Will check again.
Storm - Pipe Partial 3/9/2018 at 2:00 PM 03/09/2018
PW-Misc
Informational
03/09/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/09/2018 3:31 PM The contractor laid 30" HDPE between box 301 and 302. This was covered with 6" of rock before backfill. Box 302 was set in place with at least 4" of rock for bedding. The crew was going to backfill before the weekend.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/08/2018 10:01 AM Contractor added box 204 and connected the HDPE pipe to the box. The box was set on at least 4" of rock and the pipe was covered with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/09/2018 10:04 AM Contractor is working on line 300. They have installed the 30" HDPE from the flared end section to the box 301. The pipe has at least 6" of rock surrounding the pipe. the box has at least 4" of rock bedding.
Site Visit Partial 3/12/2018 at 8:50 AM 03/12/2018
PW-Misc
Informational
03/06/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/06/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/06/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/06/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/06/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/06/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/06/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/06/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/06/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/06/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/12/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
Storm Sewer Construction Inspection Partial 3/12/2018 at 2:20 PM 03/12/2018
PW-Storm Sewer Inspection
Informational
03/08/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
03/12/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
Storm - Pipe Partial 3/13/2018 at 9:00 AM 03/13/2018
PW-Misc
Informational
03/09/2018
Jeremy Young 03/09/2018 3:31 PM The contractor laid 30" HDPE between box 301 and 302. This was covered with 6" of rock before backfill. Box 302 was set in place with at least 4" of rock for bedding. The crew was going to backfill before the weekend.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/08/2018 10:01 AM Contractor added box 204 and connected the HDPE pipe to the box. The box was set on at least 4" of rock and the pipe was covered with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/09/2018
Jeremy Young 03/09/2018 10:04 AM Contractor is working on line 300. They have installed the 30" HDPE from the flared end section to the box 301. The pipe has at least 6" of rock surrounding the pipe. the box has at least 4" of rock bedding.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/13/2018 9:13 AM Contractor working on the 300 line for storm. The crew is laying pipe between box between 302 and 303. There is at least 6" of rock surrounding the pipe and the crew will backfill.
Site Visit Partial 3/13/2018 at 8:45 AM 03/13/2018
PW-Misc
Informational
03/12/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/12/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/12/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/12/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/12/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/12/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/12/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/12/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/12/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/12/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/12/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
Storm - Pipe Partial 3/13/2018 at 2:30 PM 03/13/2018
PW-Misc
Informational
03/13/2018
Jeremy Young 03/09/2018 3:31 PM The contractor laid 30" HDPE between box 301 and 302. This was covered with 6" of rock before backfill. Box 302 was set in place with at least 4" of rock for bedding. The crew was going to backfill before the weekend.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/08/2018 10:01 AM Contractor added box 204 and connected the HDPE pipe to the box. The box was set on at least 4" of rock and the pipe was covered with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/09/2018 10:04 AM Contractor is working on line 300. They have installed the 30" HDPE from the flared end section to the box 301. The pipe has at least 6" of rock surrounding the pipe. the box has at least 4" of rock bedding.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/13/2018 9:13 AM Contractor working on the 300 line for storm. The crew is laying pipe between box between 302 and 303. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Misc
Informational
03/13/2018
John DiMauro 03/13/2018 2:31 PM The crew on site has approx. 160'ft of the storm pipe laid between box 303 and 304. Box 304 is set and the pipe is stubbed in. The crew plans to pour collars and inverts tomorrow. There appears to be sufficient rock bedding under the pipe. The crew is waiting on another load of rock to finish backfilling the trench.
Storm - Pipe Partial 3/14/2018 at 2:20 PM 03/14/2018
PW-Misc
Informational
03/13/2018
Jeremy Young 03/09/2018 3:31 PM The contractor laid 30" HDPE between box 301 and 302. This was covered with 6" of rock before backfill. Box 302 was set in place with at least 4" of rock for bedding. The crew was going to backfill before the weekend.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/08/2018 10:01 AM Contractor added box 204 and connected the HDPE pipe to the box. The box was set on at least 4" of rock and the pipe was covered with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/09/2018 10:04 AM Contractor is working on line 300. They have installed the 30" HDPE from the flared end section to the box 301. The pipe has at least 6" of rock surrounding the pipe. the box has at least 4" of rock bedding.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/13/2018 9:13 AM Contractor working on the 300 line for storm. The crew is laying pipe between box between 302 and 303. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Misc
Informational
03/13/2018
John DiMauro 03/13/2018 2:31 PM The crew on site has approx. 160'ft of the storm pipe laid between box 303 and 304. Box 304 is set and the pipe is stubbed in. The crew plans to pour collars and inverts tomorrow. There appears to be sufficient rock bedding under the pipe. The crew is waiting on another load of rock to finish backfilling the trench.
PW-Misc
Informational
03/14/2018
John DiMauro 03/14/2018 2:41 PM The crew on site installed storm box 305 and the pipe connection between 304 & 305. They poured the inverts and collars for boxes 303, 304 & 305. The crew will backfill tomorrow.
Site Visit Partial 3/19/2018 at 10:15 AM 03/19/2018
PW-Misc
Informational
03/13/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/13/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/13/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/13/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/13/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/13/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/13/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/13/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
Site Visit Partial 3/20/2018 at 9:40 AM 03/20/2018
PW-Misc
Informational
03/19/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/19/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/19/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/19/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/19/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/19/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/19/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/19/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
03/20/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
Site Visit Partial 3/21/2018 at 11:00 AM 03/21/2018
PW-Misc
Informational
03/20/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/20/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/20/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/20/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/20/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/20/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/20/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/20/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/20/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/20/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/20/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
03/20/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
03/20/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
03/20/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/21/2018 3:53 PM John DiMauro and I met with Ed Moore on site and discussed the retaining wall. We have asked and have not recieved an email regarding the change to the storm structure for Box 203. The contractor removed the structure and 20' section of pipe to the south and approximately 15' section of pipe to the north. I called Ed Moore this afternoon at 2:06 pm and left a message requesting a complete redesign of the retaining wall. Have not heard back from the contractor.
Storm Sewer Construction Inspection Partial 3/22/2018 at 9:50 AM 03/22/2018
PW-Storm Sewer Inspection
Informational
03/12/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
03/12/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
Storm Sewer Construction Inspection Partial 3/22/2018 at 2:20 PM 03/22/2018
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 2:48 PM Contractor installed all 30" pipe from flared end section 100 to outflow structure 101. They have at least 6" of rock surrounding the pipe. Contractor will pour toe wall and collars tomorrow.
Erosion Control Inspection Partial 3/23/2018 at 9:20 AM 03/23/2018
PW-Misc
Informational
03/08/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
03/08/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
03/08/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
03/08/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
03/08/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/08/2018 11:34 AM All ESC devices are intact and in good shape. When the silt fence is removed, the contractor re-installs after.
PW-Erosion and Sediment Control
Corrective Action Required
03/23/2018
Jeremy Young 03/23/2018 9:54 AM Contractor is working within an area that will not be ESC controlled. I have informed the contractor to add approximately 100' of straw waddle to the north east side of the creek for upcoming rain events. Contractor will add.
Storm - Pipe Partial 3/23/2018 at 9:40 AM 03/23/2018
PW-Misc
Informational
03/14/2018
Jeremy Young 03/09/2018 3:31 PM The contractor laid 30" HDPE between box 301 and 302. This was covered with 6" of rock before backfill. Box 302 was set in place with at least 4" of rock for bedding. The crew was going to backfill before the weekend.
PW-Misc
Informational
03/14/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/14/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/14/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/14/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/14/2018
Jeremy Young 03/08/2018 10:01 AM Contractor added box 204 and connected the HDPE pipe to the box. The box was set on at least 4" of rock and the pipe was covered with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/14/2018
Jeremy Young 03/09/2018 10:04 AM Contractor is working on line 300. They have installed the 30" HDPE from the flared end section to the box 301. The pipe has at least 6" of rock surrounding the pipe. the box has at least 4" of rock bedding.
PW-Misc
Informational
03/14/2018
Jeremy Young 03/13/2018 9:13 AM Contractor working on the 300 line for storm. The crew is laying pipe between box between 302 and 303. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Misc
Informational
03/14/2018
John DiMauro 03/13/2018 2:31 PM The crew on site has approx. 160'ft of the storm pipe laid between box 303 and 304. Box 304 is set and the pipe is stubbed in. The crew plans to pour collars and inverts tomorrow. There appears to be sufficient rock bedding under the pipe. The crew is waiting on another load of rock to finish backfilling the trench.
PW-Misc
Informational
03/14/2018
John DiMauro 03/14/2018 2:41 PM The crew on site installed storm box 305 and the pipe connection between 304 & 305. They poured the inverts and collars for boxes 303, 304 & 305. The crew will backfill tomorrow.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/23/2018 9:59 AM Contractor is installing storm structure 102 and the 24" concrete pipe between 101 and 102. The contractor will pour inverts this morning. There is sufficient bedding material at least 6" surrounding the pipe. The structure is bedded with at least 4" of material.
Storm Sewer Construction Inspection Partial 3/23/2018 at 1:30 PM 03/23/2018
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
PW-Storm Sewer Inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 2:48 PM Contractor installed all 30" pipe from flared end section 100 to outflow structure 101. They have at least 6" of rock surrounding the pipe. Contractor will pour toe wall and collars tomorrow.
PW-Storm Sewer Inspection
Corrective Action Required
03/23/2018
Jeremy Young 03/23/2018 2:31 PM Contractor installed the 24" concrete pipe from box 102 to box 102. They installed the inverts in KCMMB 4K concrete for box 102 and 101 outflow. Inflow section has concrete poured just below the hole in the weir wall. This will allow them to finish when the metal plate arrives for the section. The toe wall for 100 was poured to specs for the tow wall.
Site Visit Partial 3/26/2018 at 11:55 AM 03/26/2018
PW-Misc
Informational
03/21/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/21/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/21/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/21/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/21/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/21/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/21/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/21/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/21/2018 3:53 PM John DiMauro and I met with Ed Moore on site and discussed the retaining wall. We have asked and have not recieved an email regarding the change to the storm structure for Box 203. The contractor removed the structure and 20' section of pipe to the south and approximately 15' section of pipe to the north. I called Ed Moore this afternoon at 2:06 pm and left a message requesting a complete redesign of the retaining wall. Have not heard back from the contractor.
Site Visit Partial 3/27/2018 at 10:50 AM 03/27/2018
PW-Misc
Informational
03/26/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/26/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/26/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/26/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/26/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/26/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/26/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/26/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/26/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/26/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/26/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
03/26/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
03/26/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
03/26/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
PW-Misc
Informational
03/26/2018
Jeremy Young 03/21/2018 3:53 PM John DiMauro and I met with Ed Moore on site and discussed the retaining wall. We have asked and have not recieved an email regarding the change to the storm structure for Box 203. The contractor removed the structure and 20' section of pipe to the south and approximately 15' section of pipe to the north. I called Ed Moore this afternoon at 2:06 pm and left a message requesting a complete redesign of the retaining wall. Have not heard back from the contractor.
Site Visit Partial 3/29/2018 at 10:30 AM 03/29/2018
PW-Misc
Informational
03/27/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/27/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/27/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/27/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/27/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/27/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/27/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/27/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/27/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/27/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/27/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
03/27/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
03/27/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
03/27/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
PW-Misc
Informational
03/27/2018
Jeremy Young 03/21/2018 3:53 PM John DiMauro and I met with Ed Moore on site and discussed the retaining wall. We have asked and have not recieved an email regarding the change to the storm structure for Box 203. The contractor removed the structure and 20' section of pipe to the south and approximately 15' section of pipe to the north. I called Ed Moore this afternoon at 2:06 pm and left a message requesting a complete redesign of the retaining wall. Have not heard back from the contractor.
Erosion Control Inspection Partial 3/30/2018 at 10:40 AM 03/30/2018
PW-Misc
Informational
03/23/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
03/23/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
03/23/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
03/23/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
03/23/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/08/2018 11:34 AM All ESC devices are intact and in good shape. When the silt fence is removed, the contractor re-installs after.
PW-Erosion and Sediment Control
Corrective Action Required
03/23/2018
Jeremy Young 03/23/2018 9:54 AM Contractor is working within an area that will not be ESC controlled. I have informed the contractor to add approximately 100' of straw waddle to the north east side of the creek for upcoming rain events. Contractor will add.
PW-Erosion and Sediment Control
Resolved
03/30/2018
Jeremy Young 03/30/2018 11:04 AM John DiMauro and I were on site looking at the ESC devices. They have added the straw waddles for the 100' stretch against the creek.
Erosion Control Inspection Partial 3/30/2018 at 10:40 AM 03/30/2018
PW-Misc
Informational
03/30/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
03/30/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
03/30/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
03/30/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
03/30/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/08/2018 11:34 AM All ESC devices are intact and in good shape. When the silt fence is removed, the contractor re-installs after.
PW-Erosion and Sediment Control
Corrective Action Required
03/30/2018
Jeremy Young 03/23/2018 9:54 AM Contractor is working within an area that will not be ESC controlled. I have informed the contractor to add approximately 100' of straw waddle to the north east side of the creek for upcoming rain events. Contractor will add.
Site Visit Partial 4/2/2018 at 9:20 AM 04/02/2018
PW-Misc
Informational
03/29/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
03/29/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
03/29/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
03/29/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
03/29/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
03/29/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
03/29/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
03/29/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/21/2018 3:53 PM John DiMauro and I met with Ed Moore on site and discussed the retaining wall. We have asked and have not recieved an email regarding the change to the storm structure for Box 203. The contractor removed the structure and 20' section of pipe to the south and approximately 15' section of pipe to the north. I called Ed Moore this afternoon at 2:06 pm and left a message requesting a complete redesign of the retaining wall. Have not heard back from the contractor.
Site Visit Partial 4/3/2018 at 10:40 AM 04/03/2018
PW-Misc
Informational
04/02/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
04/02/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
04/02/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
04/02/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
04/02/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
04/02/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
04/02/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
04/02/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
04/02/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
04/02/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
04/02/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
04/02/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
04/02/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
04/02/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
PW-Misc
Informational
04/02/2018
Jeremy Young 03/21/2018 3:53 PM John DiMauro and I met with Ed Moore on site and discussed the retaining wall. We have asked and have not recieved an email regarding the change to the storm structure for Box 203. The contractor removed the structure and 20' section of pipe to the south and approximately 15' section of pipe to the north. I called Ed Moore this afternoon at 2:06 pm and left a message requesting a complete redesign of the retaining wall. Have not heard back from the contractor.
Site Visit Partial 4/3/2018 at 10:40 AM 04/03/2018
PW-Misc
Informational
04/03/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
04/03/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
04/03/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
04/03/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
04/03/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
04/03/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
04/03/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
04/03/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/21/2018 3:53 PM John DiMauro and I met with Ed Moore on site and discussed the retaining wall. We have asked and have not recieved an email regarding the change to the storm structure for Box 203. The contractor removed the structure and 20' section of pipe to the south and approximately 15' section of pipe to the north. I called Ed Moore this afternoon at 2:06 pm and left a message requesting a complete redesign of the retaining wall. Have not heard back from the contractor.
Site Visit Partial 4/5/2018 at 10:00 AM 04/05/2018
PW-Misc
Informational
04/05/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
Site Visit Partial 4/5/2018 at 3:10 PM 04/05/2018
PW-Misc
Informational
04/05/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
PW-Misc
Informational
04/05/2018
Jeremy Young 04/05/2018 4:10 PM I have asked the general contractor to stop work on the retaining wall. We have requested information as to the integrity of the wall footings. The contractor has been informed of the request and we are waiting for the plans. The retaining wall design has called for the sub grade material to be the same all the way across the wall length. The sub grade had to be over excavated to make it correct. The contractor has added AB3 into the over dig and we have requested information about the integrity of the process.
Site Visit Partial 4/6/2018 at 9:30 AM 04/06/2018
PW-Misc
Informational
04/05/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
PW-Misc
Informational
04/05/2018
Jeremy Young 04/05/2018 4:10 PM I have asked the general contractor to stop work on the retaining wall. We have requested information as to the integrity of the wall footings. The contractor has been informed of the request and we are waiting for the plans. The retaining wall design has called for the sub grade material to be the same all the way across the wall length. The sub grade had to be over excavated to make it correct. The contractor has added AB3 into the over dig and we have requested information about the integrity of the process.
PW-Misc
Informational
04/06/2018
Jeremy Young 04/06/2018 9:55 AM No work being performed on the retaining wall today. Waiting for information on redesign.
Site Visit Partial 4/9/2018 at 9:45 AM 04/09/2018
PW-Misc
Informational
04/06/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
PW-Misc
Informational
04/06/2018
Jeremy Young 04/05/2018 4:10 PM I have asked the general contractor to stop work on the retaining wall. We have requested information as to the integrity of the wall footings. The contractor has been informed of the request and we are waiting for the plans. The retaining wall design has called for the sub grade material to be the same all the way across the wall length. The sub grade had to be over excavated to make it correct. The contractor has added AB3 into the over dig and we have requested information about the integrity of the process.
PW-Misc
Informational
04/06/2018
Jeremy Young 04/06/2018 9:55 AM No work being performed on the retaining wall today. Waiting for information on redesign.
PW-Misc
Informational
04/09/2018
Jeremy Young 04/09/2018 3:25 PM No work being done today. Waiting for more information on the retaining wall.
Site Visit Partial 4/10/2018 at 11:05 AM 04/10/2018
PW-Misc
Informational
04/09/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
PW-Misc
Informational
04/09/2018
Jeremy Young 04/05/2018 4:10 PM I have asked the general contractor to stop work on the retaining wall. We have requested information as to the integrity of the wall footings. The contractor has been informed of the request and we are waiting for the plans. The retaining wall design has called for the sub grade material to be the same all the way across the wall length. The sub grade had to be over excavated to make it correct. The contractor has added AB3 into the over dig and we have requested information about the integrity of the process.
PW-Misc
Informational
04/09/2018
Jeremy Young 04/06/2018 9:55 AM No work being performed on the retaining wall today. Waiting for information on redesign.
PW-Misc
Informational
04/09/2018
Jeremy Young 04/09/2018 3:25 PM No work being done today. Waiting for more information on the retaining wall.
PW-Misc
Informational
04/10/2018
Jeremy Young 04/10/2018 11:44 AM No work today on the wall. Still waiting for information from the contractor. No other infrastructure work being performed.
Erosion Control Inspection Partial 4/17/2018 at 11:15 AM 04/17/2018
PW-Misc
Informational
03/30/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
03/30/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
03/30/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
03/30/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
03/30/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/08/2018 11:34 AM All ESC devices are intact and in good shape. When the silt fence is removed, the contractor re-installs after.
PW-Erosion and Sediment Control
Resolved
04/17/2018
Jeremy Young 03/23/2018 9:54 AM Contractor is working within an area that will not be ESC controlled. I have informed the contractor to add approximately 100' of straw waddle to the north east side of the creek for upcoming rain events. Contractor will add.
PW-Misc
Corrective Action Required
04/17/2018
Jeremy Young 04/17/2018 11:21 AM Site appears to have all ESC devices intact and operational at this time.
Site Visit Partial 4/17/2018 at 11:15 AM 04/17/2018
PW-Misc
Informational
04/10/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
PW-Misc
Informational
04/10/2018
Jeremy Young 04/05/2018 4:10 PM I have asked the general contractor to stop work on the retaining wall. We have requested information as to the integrity of the wall footings. The contractor has been informed of the request and we are waiting for the plans. The retaining wall design has called for the sub grade material to be the same all the way across the wall length. The sub grade had to be over excavated to make it correct. The contractor has added AB3 into the over dig and we have requested information about the integrity of the process.
PW-Misc
Informational
04/10/2018
Jeremy Young 04/06/2018 9:55 AM No work being performed on the retaining wall today. Waiting for information on redesign.
PW-Misc
Informational
04/10/2018
Jeremy Young 04/09/2018 3:25 PM No work being done today. Waiting for more information on the retaining wall.
PW-Misc
Informational
04/10/2018
Jeremy Young 04/10/2018 11:44 AM No work today on the wall. Still waiting for information from the contractor. No other infrastructure work being performed.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 11:23 AM No work on retaining wall today. Still waiting on information for the wall.
Site Visit Partial 4/18/2018 at 9:50 AM 04/18/2018
PW-Misc
Informational
04/17/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/05/2018 4:10 PM I have asked the general contractor to stop work on the retaining wall. We have requested information as to the integrity of the wall footings. The contractor has been informed of the request and we are waiting for the plans. The retaining wall design has called for the sub grade material to be the same all the way across the wall length. The sub grade had to be over excavated to make it correct. The contractor has added AB3 into the over dig and we have requested information about the integrity of the process.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/06/2018 9:55 AM No work being performed on the retaining wall today. Waiting for information on redesign.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/09/2018 3:25 PM No work being done today. Waiting for more information on the retaining wall.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/10/2018 11:44 AM No work today on the wall. Still waiting for information from the contractor. No other infrastructure work being performed.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 11:23 AM No work on retaining wall today. Still waiting on information for the wall.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 10:52 AM John DiMauro and I were on site. I spoke with Ed Moore about an update for the site. We are still waiting for more information the retaining wall. The crew will not start the water line until everything is resolved.
Site Visit Partial 4/18/2018 at 9:50 AM 04/18/2018
PW-Misc
Informational
04/18/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/05/2018 4:10 PM I have asked the general contractor to stop work on the retaining wall. We have requested information as to the integrity of the wall footings. The contractor has been informed of the request and we are waiting for the plans. The retaining wall design has called for the sub grade material to be the same all the way across the wall length. The sub grade had to be over excavated to make it correct. The contractor has added AB3 into the over dig and we have requested information about the integrity of the process.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/06/2018 9:55 AM No work being performed on the retaining wall today. Waiting for information on redesign.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/09/2018 3:25 PM No work being done today. Waiting for more information on the retaining wall.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/10/2018 11:44 AM No work today on the wall. Still waiting for information from the contractor. No other infrastructure work being performed.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 11:23 AM No work on retaining wall today. Still waiting on information for the wall.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 10:52 AM John DiMauro and I were on site. I spoke with Ed Moore about an update for the site. We are still waiting for more information the retaining wall. The crew will not start the water line until everything is resolved.
Site Visit Partial 4/17/2018 at 10:30 AM 04/18/2018
PW-Misc
Informational
04/03/2018
John DiMauro 01/25/2018 10:16 AM Jeremy young and I met with ED Moore to talk about potential issues with the retaining wall.
PW-Misc
Informational
04/03/2018
John DiMauro 01/29/2018 3:47 PM Jeremy Young and I checked the flow of the existing sanitary sewer line for the future installation. We informed the contractor for the sanitary line that he will need to plug and pump around the work from manhole to manhole due to heavy flow volume.
PW-Misc
Informational
04/03/2018
Jeremy Young 02/16/2018 3:39 PM No work being done on site today.
PW-Misc
Informational
04/03/2018
Jeremy Young 02/20/2018 2:35 PM No work being done today due to weather.
PW-Misc
Corrective Action Required
04/03/2018
Jeremy Young 02/26/2018 11:18 AM Spoke with subcontractors about sanitary and storm. Answered questions about the fire line and sanitary sewer. Told the sub contractor that plans have not been resubmitted for the storm and sanitary. Until those plans are submitted and approved, then no work on the sanitary or storm.
PW-Misc
Informational
04/03/2018
Jeremy Young 02/27/2018 3:51 PM Met with the Sub-contractors about the fire line restraint inside the building. No other work on infrastructure is going on right now.
PW-Misc
Informational
04/03/2018
Jeremy Young 02/28/2018 3:23 PM Met with the contractor on site. I inspected the backfill for the fire riser that was placed yesterday. I spoke with the sub-contractor about the sanitary line. Will work on placing the sanitary line.
PW-Misc
Informational
04/03/2018
John DiMauro 03/01/2018 2:58 PM Observed the sanitary sewer install with Inspector Jeremy Young.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/05/2018 3:46 PM Met with Ed Moore this morning to deliver the approved plans for the Storm system. No other work being done today.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/06/2018 3:44 PM Met with the subcontractor about the storm line. The box 101 will have to be remanufactured to comply with the plan details.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/12/2018 10:47 AM John DiMauro and I Met with the contractor for the block wall. We verified that there was going to be a 3rd party inspector for the block wall. The inspector will be on location today. Will meet with them and have them send me the reports as they get them.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/13/2018 9:18 AM Contractor is working on the retaining wall issues. The wall has to be undercut approx. 4' to get to suitable bedrock for wall. This causes issue with the installed storm system line 200. The fix right now is to remove box 203 and approx 30' of pipe north and 20' south to make the adjustments. They will place the box and pipe back when the wall footing is complete. Once they have a final plan they will let us know.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/19/2018 11:23 AM John DiMauro and myself went by the site and no work was being performed today due to weather.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/20/2018 9:48 AM No work being done today on the infrastructure due to weather.
PW-Misc
Informational
04/03/2018
Jeremy Young 03/21/2018 3:53 PM John DiMauro and I met with Ed Moore on site and discussed the retaining wall. We have asked and have not recieved an email regarding the change to the storm structure for Box 203. The contractor removed the structure and 20' section of pipe to the south and approximately 15' section of pipe to the north. I called Ed Moore this afternoon at 2:06 pm and left a message requesting a complete redesign of the retaining wall. Have not heard back from the contractor.
Sanitary - Material Verification Passed 2/28/2018 at 2:00 PM 04/18/2018
Informational
02/28/2018
Jeremy Young 02/28/2018 3:17 PM Verified the materials that are to be used in the connection for the existing sanitary line. The Wye connection is SDR 26 and the pipe is also SDR 26 and manufactured within the last year. The fittings for the tie in are Fernco Strong Back fittings.
Site Visit Partial 4/19/2018 at 8:20 AM 04/19/2018
PW-Misc
Informational
04/18/2018
Jeremy Young 04/05/2018 10:04 AM Contractor is beginning to add blocks for the retaining wall. we have not received redesign plans for the wall changes. We have requested the plan changes and have not received them as of yet.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/05/2018 4:10 PM I have asked the general contractor to stop work on the retaining wall. We have requested information as to the integrity of the wall footings. The contractor has been informed of the request and we are waiting for the plans. The retaining wall design has called for the sub grade material to be the same all the way across the wall length. The sub grade had to be over excavated to make it correct. The contractor has added AB3 into the over dig and we have requested information about the integrity of the process.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/06/2018 9:55 AM No work being performed on the retaining wall today. Waiting for information on redesign.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/09/2018 3:25 PM No work being done today. Waiting for more information on the retaining wall.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/10/2018 11:44 AM No work today on the wall. Still waiting for information from the contractor. No other infrastructure work being performed.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 11:23 AM No work on retaining wall today. Still waiting on information for the wall.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 10:52 AM John DiMauro and I were on site. I spoke with Ed Moore about an update for the site. We are still waiting for more information the retaining wall. The crew will not start the water line until everything is resolved.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/19/2018 9:22 AM No work being performed on the infrastructure today. Still waiting on the information for the retaining wall.
Site Visit Partial 4/19/2018 at 8:20 AM 04/19/2018
Erosion Control Inspection Partial 4/20/2018 at 9:00 AM 04/20/2018
PW-Misc
Informational
04/17/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
04/17/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
04/17/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
04/17/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
04/17/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/08/2018 11:34 AM All ESC devices are intact and in good shape. When the silt fence is removed, the contractor re-installs after.
PW-Misc
Corrective Action Required
04/17/2018
Jeremy Young 04/17/2018 11:21 AM Site appears to have all ESC devices intact and operational at this time.
PW-Misc
Informational
04/20/2018
Jeremy Young 04/20/2018 9:43 AM John DiMauro and I were on site. The ESC devices are intact and appear to be operating at this time.
Erosion Control Inspection Partial 4/20/2018 at 9:00 AM 04/20/2018
PW-Misc
Informational
04/20/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
04/20/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
04/20/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
04/20/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
04/20/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
PW-Misc
Informational
04/20/2018
Jeremy Young 03/08/2018 11:34 AM All ESC devices are intact and in good shape. When the silt fence is removed, the contractor re-installs after.
PW-Misc
Corrective Action Required
04/20/2018
Jeremy Young 04/17/2018 11:21 AM Site appears to have all ESC devices intact and operational at this time.
PW-Misc
Informational
04/20/2018
Jeremy Young 04/20/2018 9:43 AM John DiMauro and I were on site. The ESC devices are intact and appear to be operating at this time.
Site Visit Partial 4/23/2018 at 10:20 AM 04/23/2018
PW-Misc
Informational
04/23/2018
Jeremy Young 04/23/2018 3:01 PM No work today on the infrastructure or wall. The contractor can begin building the wall.
Site Visit Partial 4/24/2018 at 1:45 PM 04/24/2018
PW-Misc
Informational
04/24/2018
Jeremy Young 04/24/2018 2:00 PM Spoke with the contractor. The work on the wall will continue at some time. The water line will start next week.
Site Visit Partial 5/1/2018 at 10:40 AM 05/01/2018
PW-Misc
Informational
04/24/2018
Jeremy Young 04/24/2018 2:00 PM Spoke with the contractor. The work on the wall will continue at some time. The water line will start next week.
PW-Misc
Informational
05/01/2018
Jeremy Young 05/01/2018 11:05 AM Crew has begun working on the retaining wall. They have placed approx 1/2-3/4 of a row of blocks. The 3rd party inspector was not present at the time. I spoke with the contractor about the inspector and they should be on site shortly.
Site Visit Partial 5/3/2018 at 11:20 AM 05/03/2018
PW-Misc
Informational
05/01/2018
Jeremy Young 04/24/2018 2:00 PM Spoke with the contractor. The work on the wall will continue at some time. The water line will start next week.
PW-Misc
Informational
05/01/2018
Jeremy Young 05/01/2018 11:05 AM Crew has begun working on the retaining wall. They have placed approx 1/2-3/4 of a row of blocks. The 3rd party inspector was not present at the time. I spoke with the contractor about the inspector and they should be on site shortly.
PW-Misc
Informational
05/03/2018
Jeremy Young 05/03/2018 2:15 PM Crew was on site working on the retaining wall. The 3rd party inspector was present.
Site Visit Partial 5/7/2018 at 9:40 AM 05/07/2018
PW-Misc
Informational
05/03/2018
Jeremy Young 04/24/2018 2:00 PM Spoke with the contractor. The work on the wall will continue at some time. The water line will start next week.
PW-Misc
Informational
05/03/2018
Jeremy Young 05/01/2018 11:05 AM Crew has begun working on the retaining wall. They have placed approx 1/2-3/4 of a row of blocks. The 3rd party inspector was not present at the time. I spoke with the contractor about the inspector and they should be on site shortly.
PW-Misc
Informational
05/03/2018
Jeremy Young 05/03/2018 2:15 PM Crew was on site working on the retaining wall. The 3rd party inspector was present.
PW-Misc
Informational
05/07/2018
Jeremy Young 05/07/2018 9:58 AM Crew is working on the retaining wall. They have the 3rd party inspector present during the install.
Site Visit Partial 5/8/2018 at 10:00 AM 05/08/2018
PW-Misc
Informational
05/07/2018
Jeremy Young 04/24/2018 2:00 PM Spoke with the contractor. The work on the wall will continue at some time. The water line will start next week.
PW-Misc
Informational
05/07/2018
Jeremy Young 05/01/2018 11:05 AM Crew has begun working on the retaining wall. They have placed approx 1/2-3/4 of a row of blocks. The 3rd party inspector was not present at the time. I spoke with the contractor about the inspector and they should be on site shortly.
PW-Misc
Informational
05/07/2018
Jeremy Young 05/03/2018 2:15 PM Crew was on site working on the retaining wall. The 3rd party inspector was present.
PW-Misc
Informational
05/07/2018
Jeremy Young 05/07/2018 9:58 AM Crew is working on the retaining wall. They have the 3rd party inspector present during the install.
PW-Misc
Informational
05/08/2018
Jeremy Young 05/08/2018 11:17 AM Spoke with the contractor. They will set the BFP and tie into the vault. They will also be adding in the removed portion of the storm line.
Storm Sewer Construction Inspection Partial 5/9/2018 at 8:50 AM 05/09/2018
PW-Storm Sewer Inspection
Informational
03/23/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
03/23/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
03/23/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
PW-Storm Sewer Inspection
Informational
03/23/2018
Jeremy Young 03/22/2018 2:48 PM Contractor installed all 30" pipe from flared end section 100 to outflow structure 101. They have at least 6" of rock surrounding the pipe. Contractor will pour toe wall and collars tomorrow.
PW-Storm Sewer Inspection
Resolved
05/09/2018
Jeremy Young 03/23/2018 2:31 PM Contractor installed the 24" concrete pipe from box 102 to box 102. They installed the inverts in KCMMB 4K concrete for box 102 and 101 outflow. Inflow section has concrete poured just below the hole in the weir wall. This will allow them to finish when the metal plate arrives for the section. The toe wall for 100 was poured to specs for the tow wall.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 9:11 AM Crew is beginning to install the removed portion of the storm line 200. They will add the pipe and set the box back in place.
Storm Sewer Construction Inspection Partial 5/9/2018 at 11:10 AM 05/09/2018
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/22/2018 2:48 PM Contractor installed all 30" pipe from flared end section 100 to outflow structure 101. They have at least 6" of rock surrounding the pipe. Contractor will pour toe wall and collars tomorrow.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 9:11 AM Crew is beginning to install the removed portion of the storm line 200. They will add the pipe and set the box back in place.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 11:31 AM Crew has installed the box and is laying the pipe back into the box. There is sufficient rock surrounding the pipe. they will backfill.
Storm Sewer Construction Inspection Partial 5/9/2018 at 1:30 PM 05/09/2018
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/22/2018 2:48 PM Contractor installed all 30" pipe from flared end section 100 to outflow structure 101. They have at least 6" of rock surrounding the pipe. Contractor will pour toe wall and collars tomorrow.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 9:11 AM Crew is beginning to install the removed portion of the storm line 200. They will add the pipe and set the box back in place.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 11:31 AM Crew has installed the box and is laying the pipe back into the box. There is sufficient rock surrounding the pipe. they will backfill.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 2:52 PM Crew has set the box and added the pipe back into the storm box. They have sufficient rock surrounding the pipe and have poured the invert and collars. It was poured in KCMMB 4K
Storm Sewer Construction Inspection Partial 5/9/2018 at 1:30 PM 05/09/2018
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/22/2018 2:48 PM Contractor installed all 30" pipe from flared end section 100 to outflow structure 101. They have at least 6" of rock surrounding the pipe. Contractor will pour toe wall and collars tomorrow.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 9:11 AM Crew is beginning to install the removed portion of the storm line 200. They will add the pipe and set the box back in place.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 11:31 AM Crew has installed the box and is laying the pipe back into the box. There is sufficient rock surrounding the pipe. they will backfill.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 2:52 PM Crew has set the box and added the pipe back into the storm box. They have sufficient rock surrounding the pipe and have poured the invert and collars. It was poured in KCMMB 4K
Site Visit Partial 5/11/2018 at 11:10 AM 05/11/2018
Informational
05/11/2018
Jeremy Young 05/11/2018 11:14 AM Crew is working on the retaining wall. The 3rd party inspector is not on site.
Site Visit Partial 5/24/2018 at 10:45 AM 05/24/2018
PW-Misc
Informational
05/24/2018
Jeremy Young 05/24/2018 2:58 PM Crew is installing the private curbs. They have rock under the curb and pouring.
Site Visit Partial 5/29/2018 at 11:00 AM 05/29/2018
PW-Misc
Informational
05/24/2018
Jeremy Young 05/24/2018 2:58 PM Crew is installing the private curbs. They have rock under the curb and pouring.
PW-Misc
Informational
05/29/2018
Jeremy Young 05/29/2018 1:36 PM Contractor is continuing to add curbs. I have spoken with them about sub grade stabilization and the parking lot will get the same CTB as the drive. They should start this next week.
Site Visit Partial 5/30/2018 at 11:25 AM 05/30/2018
PW-Misc
Informational
05/29/2018
Jeremy Young 05/24/2018 2:58 PM Crew is installing the private curbs. They have rock under the curb and pouring.
PW-Misc
Informational
05/29/2018
Jeremy Young 05/29/2018 1:36 PM Contractor is continuing to add curbs. I have spoken with them about sub grade stabilization and the parking lot will get the same CTB as the drive. They should start this next week.
PW-Misc
Informational
05/30/2018
Jeremy Young 05/30/2018 11:35 AM Crew is still installing curbs in the parking lot. They will continue.
Site Visit Partial 5/31/2018 at 1:20 PM 05/31/2018
PW-Misc
Informational
05/30/2018
Jeremy Young 05/24/2018 2:58 PM Crew is installing the private curbs. They have rock under the curb and pouring.
PW-Misc
Informational
05/30/2018
Jeremy Young 05/29/2018 1:36 PM Contractor is continuing to add curbs. I have spoken with them about sub grade stabilization and the parking lot will get the same CTB as the drive. They should start this next week.
PW-Misc
Informational
05/30/2018
Jeremy Young 05/30/2018 11:35 AM Crew is still installing curbs in the parking lot. They will continue.
PW-Misc
Informational
05/31/2018
Jeremy Young 05/31/2018 1:38 PM Crew is still installing private curbs. It appears they have rock under the curbs. There is no sub grade stabilization for the private curb area.
Site Visit Partial 6/21/2018 at 11:00 AM 06/21/2018
PW-Misc
Informational
05/31/2018
Jeremy Young 05/24/2018 2:58 PM Crew is installing the private curbs. They have rock under the curb and pouring.
PW-Misc
Informational
05/31/2018
Jeremy Young 05/29/2018 1:36 PM Contractor is continuing to add curbs. I have spoken with them about sub grade stabilization and the parking lot will get the same CTB as the drive. They should start this next week.
PW-Misc
Informational
05/31/2018
Jeremy Young 05/30/2018 11:35 AM Crew is still installing curbs in the parking lot. They will continue.
PW-Misc
Informational
05/31/2018
Jeremy Young 05/31/2018 1:38 PM Crew is still installing private curbs. It appears they have rock under the curbs. There is no sub grade stabilization for the private curb area.
PW-Misc
Informational
06/21/2018
Jeremy Young 06/21/2018 1:17 PM I spoke with Ed Moore. They plans for the sub grade stabilization is for next week. This is for the parking lot and the private drive.
Storm Sewer Construction Inspection Partial 6/26/2018 at 10:50 AM 06/26/2018
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 03/22/2018 2:48 PM Contractor installed all 30" pipe from flared end section 100 to outflow structure 101. They have at least 6" of rock surrounding the pipe. Contractor will pour toe wall and collars tomorrow.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 9:11 AM Crew is beginning to install the removed portion of the storm line 200. They will add the pipe and set the box back in place.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 11:31 AM Crew has installed the box and is laying the pipe back into the box. There is sufficient rock surrounding the pipe. they will backfill.
PW-Storm Sewer Inspection
Informational
05/09/2018
Jeremy Young 05/09/2018 2:52 PM Crew has set the box and added the pipe back into the storm box. They have sufficient rock surrounding the pipe and have poured the invert and collars. It was poured in KCMMB 4K
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 06/26/2018 11:20 AM Contractor has installed the orifice plates into the storm structures 101 and 102. they have also added the concrete up to the orifice plates in the structure 101.
Grading/Excavation/Fill Inspection Partial 6/28/2018 at 9:30 AM 06/28/2018
Informational
06/28/2018
Jeremy Young 06/28/2018 9:54 AM Contractor has begun grading prior to the sub grade stabilization.
Grading/Excavation/Fill Inspection Partial 7/5/2018 at 8:30 AM 07/05/2018
PW-Misc
Informational
07/05/2018
The grading for the road and parking lot has been going on. I spoke with Ed about the set of plans that we have , the plans show an option of not putting down MO-type 5 if they use 9" of portland tilled in the dirt. Our specs call for 6" of Mo-type 5 and 7.5 of base asphalt and 2 of surface. I gave him our spec and let him know our set of stamped plans were not right and did not excuse that is has to be done by Steve Robbins 07/05/2018 11:55 AMour spec.
Sidewalk Inspection Partial 7/25/2018 at 1:00 PM 07/26/2018
PW-Misc
Corrective Action Required
07/26/2018
Brice Lawson 07/26/2018 9:06 AM The contractor has formed up sidewalk in the ROW west of the driveway approach and along Lakewood Way. Some of the forms were set with a cross slope greater than 2%. I informed Ed Moore and he plans to make corrections and call for a re-inspection.
Sidewalk Inspection Partial 7/25/2018 at 3:00 PM 07/26/2018
PW-Misc
Corrective Action Required
07/26/2018
Brice Lawson 07/26/2018 9:06 AM On 7/25/18 the contractor has formed some of the sidewalk in the ROW northwest of the driveway approach and along Lakewood Way. Some of the forms were set with a cross slope greater than 2%. I informed Ed Moore and he plans to make corrections and call for a re-inspection.
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 9:09 AM On 7/25/18 Ed Moore had some questions about the layout of the sidewalk where it begins to leave the ROW and enters the sidewalk easement. I spoke to Sue about this and she wanted me to take pictures of the site conditions. I went to the site and took pictures and will get them to Sue.
Sidewalk Inspection Partial 7/26/2018 at 7:45 AM 07/26/2018
PW-Misc
Resolved
07/26/2018
Brice Lawson 07/26/2018 9:06 AM On 7/25/18 the contractor has formed some of the sidewalk in the ROW northwest of the driveway approach and along Lakewood Way. Some of the forms were set with a cross slope greater than 2%. I informed Ed Moore and he plans to make corrections and call for a re-inspection.
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 9:09 AM On 7/25/18 Ed Moore had some questions about the layout of the sidewalk where it begins to leave the ROW and enters the sidewalk easement. I spoke to Sue about this and she wanted me to take pictures of the site conditions. I went to the site and took pictures and will get them to Sue.
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 9:13 AM A section of public sidewalk has been formed, the rock has been installed and compacted. The subgrade and compacted rock appeared to be stable. The sidewalk forms were set up with a cross slope less than 2%. The section of formed sidewalk begins 30' northwest of the driveway approach and extends approx. 170' to the northwest. The contractor plans to install 1" deep contraction joints on 5' centers, with a broom finish, apply cure and submit a copy of the concrete tickets.
Sidewalk Inspection Partial 7/26/2018 07/26/2018
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 9:09 AM On 7/25/18 Ed Moore had some questions about the layout of the sidewalk where it begins to leave the ROW and enters the sidewalk easement. I spoke to Sue about this and she wanted me to take pictures of the site conditions. I went to the site and took pictures and will get them to Sue.
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 9:13 AM A section of public sidewalk has been formed, the rock has been installed and compacted. The subgrade and compacted rock appeared to be stable. The sidewalk forms were set up with a cross slope less than 2%. The section of formed sidewalk begins 30' northwest of the driveway approach and extends approx. 170' to the northwest. The contractor plans to install 1" deep contraction joints on 5' centers, with a broom finish, apply cure and submit a copy of the concrete tickets.
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 11:57 AM In reference to the questions that Ed Moore brought up on 7/25, I spoke to Sue about how steep the existing grade is where the sidewalk will be installed. She let me know that she talked with the engineer and that the sidewalk should be installed according to the approved plans. I spoke with Dan Harper about the slope of the sidewalk that will be installed in the sidewalk easement outside the ROW. He plans to go to the site to look at the site conditions and get back with me.
Sidewalk Inspection Partial 7/27/2018 at 8:00 AM 07/27/2018
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 9:09 AM On 7/25/18 Ed Moore had some questions about the layout of the sidewalk where it begins to leave the ROW and enters the sidewalk easement. I spoke to Sue about this and she wanted me to take pictures of the site conditions. I went to the site and took pictures and will get them to Sue.
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 9:13 AM A section of public sidewalk has been formed, the rock has been installed and compacted. The subgrade and compacted rock appeared to be stable. The sidewalk forms were set up with a cross slope less than 2%. The section of formed sidewalk begins 30' northwest of the driveway approach and extends approx. 170' to the northwest. The contractor plans to install 1" deep contraction joints on 5' centers, with a broom finish, apply cure and submit a copy of the concrete tickets.
PW-Misc
Informational
07/26/2018
Brice Lawson 07/26/2018 11:57 AM In reference to the questions that Ed Moore brought up on 7/25, I spoke to Sue about how steep the existing grade is where the sidewalk will be installed. She let me know that she talked with the engineer and that the sidewalk should be installed according to the approved plans. I spoke with Dan Harper about the slope of the sidewalk that will be installed in the sidewalk easement outside the ROW. He plans to go to the site to look at the site conditions and get back with me.
PW-Misc
Informational
07/27/2018
Brice Lawson 07/27/2018 3:54 PM I met with Dan Foster to discuss the placement of the proposed public sidewalk. He plans to extend the easement to the south and lay the sidewalk in the easement at a 5% or less running slope. He plans to submit a revised drawing to Sue Pyles. The sidewalk that was formed up just west of the drive approach was being installed. The contractor used 4K KCMMB concrete. They were installing contraction joints.
Sidewalk Inspection Partial 7/30/2018 at 10:00 AM 07/30/2018
PW-Misc
Informational
07/27/2018
Brice Lawson 07/26/2018 9:09 AM On 7/25/18 Ed Moore had some questions about the layout of the sidewalk where it begins to leave the ROW and enters the sidewalk easement. I spoke to Sue about this and she wanted me to take pictures of the site conditions. I went to the site and took pictures and will get them to Sue.
PW-Misc
Informational
07/27/2018
Brice Lawson 07/26/2018 9:13 AM A section of public sidewalk has been formed, the rock has been installed and compacted. The subgrade and compacted rock appeared to be stable. The sidewalk forms were set up with a cross slope less than 2%. The section of formed sidewalk begins 30' northwest of the driveway approach and extends approx. 170' to the northwest. The contractor plans to install 1" deep contraction joints on 5' centers, with a broom finish, apply cure and submit a copy of the concrete tickets.
PW-Misc
Informational
07/27/2018
Brice Lawson 07/26/2018 11:57 AM In reference to the questions that Ed Moore brought up on 7/25, I spoke to Sue about how steep the existing grade is where the sidewalk will be installed. She let me know that she talked with the engineer and that the sidewalk should be installed according to the approved plans. I spoke with Dan Harper about the slope of the sidewalk that will be installed in the sidewalk easement outside the ROW. He plans to go to the site to look at the site conditions and get back with me.
PW-Misc
Informational
07/27/2018
Brice Lawson 07/27/2018 3:54 PM I met with Dan Foster to discuss the placement of the proposed public sidewalk. He plans to extend the easement to the south and lay the sidewalk in the easement at a 5% or less running slope. He plans to submit a revised drawing to Sue Pyles. The sidewalk that was formed up just west of the drive approach was being installed. The contractor used 4K KCMMB concrete. They were installing contraction joints.
PW-Misc
Informational
07/30/2018
Brice Lawson 07/30/2018 11:28 AM The contractor was excavating to install the sidewalk forms near the area where it will move from the ROW to the 5' sidewalk easement. It appeared that the sidewalk forms were not being installed in the intended location that Dan Foster mentioned in the meeting that we had on 7/27/18. I made Ed Moore aware of this and he called Dan Foster to clarify the intended location of the sidewalk. Ed let me know that Dan Foster plans to extend the 5' sidewalk easement to the south and move the sidewalk into the easement further south that what is shown on the plan.
Sidewalk Inspection Partial 8/1/2018 at 8:30 AM 08/01/2018
PW-Misc
Informational
08/01/2018
Inspected the last section of sidewalk to the fire hydrant. There was about 200 ft. The rock was installed and compacted.Steve Robbins 08/01/2018 4:10 PM
Pavement-Aggregate Base Passed 7/31/2018 08/06/2018
Informational
08/06/2018
The parking lot and the commercial road has been tilled 9" and has had portlan cement tilled into the dirt. AS per our specs they are suppose to install 5-6 inches of Mo-type 5 over the subgrade. They got permission to just install the curbs and the asphalt over the subgrade. I spoke with Dan Harper about this and he said it was approved.
Sidewalk Inspection Partial 8/9/2018 at 9:00 AM 08/09/2018
PW-Misc
Informational
08/01/2018
Inspected the last section of sidewalk to the fire hydrant. There was about 200 ft. The rock was installed and compacted.Steve Robbins 08/01/2018 4:10 PM
PW-Misc
Informational
08/09/2018
The public sidewalk going along Lakewood Way has been installed all the way to the fire hydrant going north. There is more sidewalk to be constructed but are waiting on the go-ahead.Steve Robbins 08/09/2018 2:15 PM
Sidewalk Inspection Partial 8/28/2018 at 11:00 AM 08/28/2018
PW-Misc
Informational
08/09/2018
Inspected the last section of sidewalk to the fire hydrant. There was about 200 ft. The rock was installed and compacted.Steve Robbins 08/01/2018 4:10 PM
PW-Misc
Informational
08/09/2018
The public sidewalk going along Lakewood Way has been installed all the way to the fire hydrant going north. There is more sidewalk to be constructed but are waiting on the go-ahead.Steve Robbins 08/09/2018 2:15 PM
Informational
08/28/2018
The last section of sidewalk has been formed and a turn-around space has been formed for the end of the sidewalk. We also looked at the driveway approach and the ada ramp that goes across that. The approach that is there was and existing one. The approach is cracked and in bad condition in my opinion. I spoke with the contractor and he told the owner. They say the approach was already in bad condition before they showed up. Steve Robbins 08/28/2018 4:00 PM
Sidewalk Inspection Passed 9/11/2018 at 7:00 AM 09/11/2018
PW-Misc
Informational
08/28/2018
Inspected the last section of sidewalk to the fire hydrant. There was about 200 ft. The rock was installed and compacted.Steve Robbins 08/01/2018 4:10 PM
PW-Misc
Informational
09/11/2018
All the sidewalk in front of the building and going across the approach which has an ADA appear to be compliant with city standards. This completes all the sidewalk for this project that is public.Steve Robbins 09/11/2018 7:10 AM
Water Line - Hydrostatic Test Passed 7/11/2018 at 9:00 AM 09/11/2018
PW-Misc
Informational
09/11/2018
The hydrostatic pressure test passed for 2 hrs.
Water Line - Construction Inspection Passed 7/9/2018 09/14/2018
Informational
09/14/2018
The servicer water line has been insalled, the water dept. did a tap and brought the meter out and the contractor installed the line. This has all been completed.
Pavement-Stabilized Subgrade Passed 9/14/2018 09/14/2018
Informational
09/14/2018
The contractors used portland cement for the subgrade, they tilled it in with a tiller and used a water tiller. This is on the main road that is coming off of Lakewood way. The road is considered private. I spoke with Dan and we allowed them to not put in MO-type 5. They installed the curbs and the base asphalt on portland with no rock.
Curb - Proof Roll Passed 09/14/2018
Pavement-Proof Roll Passed 09/14/2018
Pavement-Surface Partial 9/14/2018 09/14/2018
PW-Misc
Informational
09/14/2018
The base lift has been installed for the road and the parking lot. They still have one side of the road to go the the other wedge lift and they still have the surface to be installed.Steve Robbins 09/14/2018 8:23 AM
Pavement-Surface Passed 9/21/2018 at 9:00 AM 09/24/2018
PW-Misc
Informational
09/14/2018
The base lift has been installed for the road and the parking lot. They still have one side of the road to go the the other wedge lift and they still have the surface to be installed.Steve Robbins 09/14/2018 8:23 AM
PW-Misc
Informational
09/24/2018
The remaining base lift has been installed for the private street. This completes the parking lot and the private street.
Street - Surface Course Passed 9/24/2018 at 9:30 AM 09/24/2018
PW-Misc
Informational
09/24/2018
The base has been completed. When the base wase installed it was raining for a peroid of time in the morning when they were installin g the base. Jerry Smith called me because he drove by and saw ashphalt trucks there and working in the rain. I spoke with Dan and we let them continue working as it had stopped raining. we also had an issue with the proper PG in the ashphalt, they had that issue resolved and are now installing the proper materials. The asphalt surface has been installed for the parking lot and the private road. This wraps up all the asphalt for this project. Ed Moore is working on getting me the tickets from the asphalt.Steve Robbins 09/24/2018 11:02 AM
Street - Wedge Lift Passed 9/21/2018 09/24/2018
Sidewalk Inspection Passed 09/24/2018
PW-Misc
Informational
07/30/2018
Brice Lawson 07/26/2018 9:09 AM On 7/25/18 Ed Moore had some questions about the layout of the sidewalk where it begins to leave the ROW and enters the sidewalk easement. I spoke to Sue about this and she wanted me to take pictures of the site conditions. I went to the site and took pictures and will get them to Sue.
PW-Misc
Informational
07/30/2018
Brice Lawson 07/26/2018 9:13 AM A section of public sidewalk has been formed, the rock has been installed and compacted. The subgrade and compacted rock appeared to be stable. The sidewalk forms were set up with a cross slope less than 2%. The section of formed sidewalk begins 30' northwest of the driveway approach and extends approx. 170' to the northwest. The contractor plans to install 1" deep contraction joints on 5' centers, with a broom finish, apply cure and submit a copy of the concrete tickets.
PW-Misc
Informational
07/30/2018
Brice Lawson 07/26/2018 11:57 AM In reference to the questions that Ed Moore brought up on 7/25, I spoke to Sue about how steep the existing grade is where the sidewalk will be installed. She let me know that she talked with the engineer and that the sidewalk should be installed according to the approved plans. I spoke with Dan Harper about the slope of the sidewalk that will be installed in the sidewalk easement outside the ROW. He plans to go to the site to look at the site conditions and get back with me.
PW-Misc
Informational
07/30/2018
Brice Lawson 07/27/2018 3:54 PM I met with Dan Foster to discuss the placement of the proposed public sidewalk. He plans to extend the easement to the south and lay the sidewalk in the easement at a 5% or less running slope. He plans to submit a revised drawing to Sue Pyles. The sidewalk that was formed up just west of the drive approach was being installed. The contractor used 4K KCMMB concrete. They were installing contraction joints.
Storm Sewer Construction Inspection Passed 09/24/2018
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 03/08/2018 9:55 AM Contractor added inverts and collars to flared end section. Also added to Box 202, 203, 204. They were poured with KCMMB 4K concrete. The inverts were rubbed and filled to the flow line. The collars were poured in the same KCMMB 4K interior and exterior. The box 201 and the toe wall for the flared end section will be completed at a later date.
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 03/12/2018 2:52 PM Contractor poured inverts for boxes 201, 301, 302. Also poured the toe wall for flared end section 200. The flared end section toe wall was al least 8" wide and 24" deep. The box inverts were all poured and collars also. They were poured to the flow line and KCMMB 4K mix was used.
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 03/22/2018 10:21 AM Contractor is working on the 100 storm line within the basin. They are laying the 30" concrete pipe for the outflow into the creek. They have the proper bedding of at least 6" of rock surrounding the pipe.
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 03/22/2018 2:48 PM Contractor installed all 30" pipe from flared end section 100 to outflow structure 101. They have at least 6" of rock surrounding the pipe. Contractor will pour toe wall and collars tomorrow.
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 05/09/2018 9:11 AM Crew is beginning to install the removed portion of the storm line 200. They will add the pipe and set the box back in place.
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 05/09/2018 11:31 AM Crew has installed the box and is laying the pipe back into the box. There is sufficient rock surrounding the pipe. they will backfill.
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 05/09/2018 2:52 PM Crew has set the box and added the pipe back into the storm box. They have sufficient rock surrounding the pipe and have poured the invert and collars. It was poured in KCMMB 4K
PW-Storm Sewer Inspection
Informational
06/26/2018
Jeremy Young 06/26/2018 11:20 AM Contractor has installed the orifice plates into the storm structures 101 and 102. they have also added the concrete up to the orifice plates in the structure 101.
Site Visit Complete 09/24/2018
Corrective Action Required
06/26/2018
Site Visit Complete 09/24/2018
Site Visit Complete 09/24/2018
PW-Misc
Informational
05/08/2018
Jeremy Young 04/24/2018 2:00 PM Spoke with the contractor. The work on the wall will continue at some time. The water line will start next week.
PW-Misc
Informational
05/08/2018
Jeremy Young 05/01/2018 11:05 AM Crew has begun working on the retaining wall. They have placed approx 1/2-3/4 of a row of blocks. The 3rd party inspector was not present at the time. I spoke with the contractor about the inspector and they should be on site shortly.
PW-Misc
Informational
05/08/2018
Jeremy Young 05/03/2018 2:15 PM Crew was on site working on the retaining wall. The 3rd party inspector was present.
PW-Misc
Informational
05/08/2018
Jeremy Young 05/07/2018 9:58 AM Crew is working on the retaining wall. They have the 3rd party inspector present during the install.
PW-Misc
Informational
05/08/2018
Jeremy Young 05/08/2018 11:17 AM Spoke with the contractor. They will set the BFP and tie into the vault. They will also be adding in the removed portion of the storm line.
Erosion Control Inspection Passed 9/24/2018 at 9:45 AM 09/24/2018
PW-Misc
Informational
04/20/2018
John DiMauro 01/09/2018 3:28 PM The ESC devices are intact at this time.
PW-Misc
Informational
04/20/2018
John DiMauro 01/19/2018 3:45 PM Jeremy Young and I met with Ed Moore to go over the ESC plans. There is an area in the basin that needs ESC devices installed. Ed informed us that he is expecting the outlet structure for the basin to arrive next week. If the materials don arrive next week Ed agreed to install two more rock check damns in the area of concern. We will check back next week and implement further ESC measures if needed.
PW-Misc
Informational
04/20/2018
John DiMauro 01/25/2018 10:13 AM The rock check damns have not been installed yet. ED Moore agreed to install silt fence at the discharge location of the basin.
PW-Misc
Informational
04/20/2018
John DiMauro 02/06/2018 3:09 PM Silt fence has been installed in the trench that is running from the detention basin to the creek. The fence is protecting the creek from the disturbed soil in and along the basin.
PW-Devices for Erosion and Sediment Control
Informational
04/20/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/22/2018 1:45 PM Spoke with Ed Moore III about the site. Informed him of the ongoing ESC issues and asked him to add in the straw waddles to protect the creek. They will return Monday to begin work again.
PW-Misc
Informational
04/20/2018
Jeremy Young 03/08/2018 11:34 AM All ESC devices are intact and in good shape. When the silt fence is removed, the contractor re-installs after.
PW-Misc
Corrective Action Required
04/20/2018
Jeremy Young 04/17/2018 11:21 AM Site appears to have all ESC devices intact and operational at this time.
PW-Misc
Informational
04/20/2018
Jeremy Young 04/20/2018 9:43 AM John DiMauro and I were on site. The ESC devices are intact and appear to be operating at this time.
PW-Misc
Informational
09/24/2018
The erosion control has been installed and is in good condition.Steve Robbins 09/24/2018 11:11 AM
Storm - Material Verification Passed 09/24/2018
Street - Surface Course Passed 9/27/2018 at 8:00 AM 09/27/2018
PW-Misc
Informational
09/27/2018
The surface for the parking lot and the private street has been installed. I have not received the tickets yet for the ashphalt. I spoke with Ed and he is working on getting them for me.Steve Robbins 09/27/2018 9:53 AM
Storm - Pipe Passed 10/1/2018 at 10:45 AM 10/01/2018
PW-Misc
Informational
03/23/2018
Jeremy Young 03/09/2018 3:31 PM The contractor laid 30" HDPE between box 301 and 302. This was covered with 6" of rock before backfill. Box 302 was set in place with at least 4" of rock for bedding. The crew was going to backfill before the weekend.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/06/2018 3:48 PM John DiMauro and I met with the contractor and observed the installation of the flared end section and the pipe to box 201. There was sufficient rock base and 6" cover over the storm pipe. The box 201 was placed on at least 4" of rock below the structure. The contractor was going to backfill and move forward.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/07/2018 3:20 PM John Dimauro and I met with the contractor putting in the storm line. The contractor put in Box 201 and 201 with 24" HDPE pipe between. There was at least 4" rock below the boxes and the pipe was surrounded by 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/07/2018 3:23 PM I was able to inspect the installation of the storm pipe. The contractor installed box 203 and ran 24" HDPE between. There was sufficient rock base at least 4" under the box. The pipe was surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/07/2018 3:27 PM Contractor was in the process of adding box 204. The pipe was in place and surrounded with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/08/2018 10:01 AM Contractor added box 204 and connected the HDPE pipe to the box. The box was set on at least 4" of rock and the pipe was covered with at least 6" of rock. The contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/09/2018 10:04 AM Contractor is working on line 300. They have installed the 30" HDPE from the flared end section to the box 301. The pipe has at least 6" of rock surrounding the pipe. the box has at least 4" of rock bedding.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/13/2018 9:13 AM Contractor working on the 300 line for storm. The crew is laying pipe between box between 302 and 303. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Misc
Informational
03/23/2018
John DiMauro 03/13/2018 2:31 PM The crew on site has approx. 160'ft of the storm pipe laid between box 303 and 304. Box 304 is set and the pipe is stubbed in. The crew plans to pour collars and inverts tomorrow. There appears to be sufficient rock bedding under the pipe. The crew is waiting on another load of rock to finish backfilling the trench.
PW-Misc
Informational
03/23/2018
John DiMauro 03/14/2018 2:41 PM The crew on site installed storm box 305 and the pipe connection between 304 & 305. They poured the inverts and collars for boxes 303, 304 & 305. The crew will backfill tomorrow.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/23/2018 9:59 AM Contractor is installing storm structure 102 and the 24" concrete pipe between 101 and 102. The contractor will pour inverts this morning. There is sufficient bedding material at least 6" surrounding the pipe. The structure is bedded with at least 4" of material.
PW-Misc
Informational
10/01/2018
All the storm appears to be installed properly and completed.Steve Robbins 10/01/2018 11:19 AM
Grading/Excavation/Fill Inspection Passed 10/2/2018 at 3:15 AM 10/02/2018
PW-Misc
Informational
07/05/2018
The grading for the road and parking lot has been going on. I spoke with Ed about the set of plans that we have , the plans show an option of not putting down MO-type 5 if they use 9" of portland tilled in the dirt. Our specs call for 6" of Mo-type 5 and 7.5 of base asphalt and 2 of surface. I gave him our spec and let him know our set of stamped plans were not right and did not excuse that is has to be done by Steve Robbins 07/05/2018 11:55 AMour spec.
Water - Material Verification Passed 10/11/2018
Storm - Inlets Clean Passed 10/12/2018 10/12/2018
Storm - Outlet Structure Passed 10/12/2018 10/12/2018
Water Line - Valve Passed 10/12/2018
Water Line - Fire Hydrant Passed 10/12/2018
Water Line - Thrust Restraint Passed 10/12/2018
Water - Material Verification Passed 6/6/2018 10/12/2018
Storm - Rip Rap Passed 10/22/2018 10/23/2018
Storm - Swales Passed 10/15/2018 10/23/2018
PW-Misc
Informational
10/23/2018
The rip-rap has been installed.
ESC - (Vegetation/Ground Cover) Partial 10/23/2018 at 5:05 AM 10/23/2018
Misc
Informational
10/23/2018
No vegetation has been installed as of yet.Steve Robbins 10/23/2018 7:46 AM
ESC - (Vegetation/Ground Cover) Partial 5/22/2019 05/22/2019
Misc
Informational
10/23/2018
No vegetation has been installed as of yet.Steve Robbins 10/23/2018 7:46 AM
PW-Misc
Corrective Action Required
05/22/2019
E-mail Coleman Equipment and they let me know they are on the list to have someone come out and install seed and straw when things dry up.
Documents & Images
Date Uploaded File Type Document Name
12/21/2017 Receipt Receipt for transaction: 2017-007731
01/03/2018 Letter DE-Permit
01/04/2018 Letter DE-Daily Inspection Summary
01/09/2018 Letter DE-Daily Inspection Summary
01/19/2018 Letter DE-Daily Inspection Summary
01/22/2018 Letter DE-Daily Inspection Summary - DEI-Site Visit
01/23/2018 Letter DE-Daily Inspection Summary
01/25/2018 Letter DE-Daily Inspection Summary
01/29/2018 Letter DE-Daily Inspection Summary
02/06/2018 Letter DE-Daily Inspection Summary
02/09/2018 Letter DE-Daily Inspection Summary
02/12/2018 Letter DE-Daily Inspection Summary
02/13/2018 Letter DE-Daily Inspection Summary
02/14/2018 Letter DE-Daily Inspection Summary
02/16/2018 Letter DE-Daily Inspection Summary
02/20/2018 Letter DE-Daily Inspection Summary
02/22/2018 Letter DE-Daily Inspection Summary
02/26/2018 Letter DE-Daily Inspection Summary
02/27/2018 Letter DE-Daily Inspection Summary
02/28/2018 Letter DE-Daily Inspection Summary
02/28/2018 Letter DE-Daily Inspection Summary
02/28/2018 Letter DE-Daily Inspection Summary
03/01/2018 Letter DE-Daily Inspection Summary
03/01/2018 Letter DE-Daily Inspection Summary
03/02/2018 Letter DE-Daily Inspection Summary
03/05/2018 Letter DE-Daily Inspection Summary
03/05/2018 Letter DE-Daily Inspection Summary
03/06/2018 Plans Retaining Wall Shops-REVISED
03/06/2018 Plans Retaining Wall Calcs
03/06/2018 Letter DE-Daily Inspection Summary
03/06/2018 Letter DE-Daily Inspection Summary
03/07/2018 Letter DE-Daily Inspection Summary
03/07/2018 Letter DE-Daily Inspection Summary
03/07/2018 Letter DE-Daily Inspection Summary
03/08/2018 Letter DE-Daily Inspection Summary
03/08/2018 Letter DE-Daily Inspection Summary
03/08/2018 Letter DE-Daily Inspection Summary
03/08/2018 Letter DE-Daily Inspection Summary
03/09/2018 Letter DE-Daily Inspection Summary
03/09/2018 Letter DE-Daily Inspection Summary
03/09/2018 Letter DE-Daily Inspection Summary
03/12/2018 Letter DE-Daily Inspection Summary
03/12/2018 Letter DE-Daily Inspection Summary
03/13/2018 Letter DE-Daily Inspection Summary
03/13/2018 Letter DE-Daily Inspection Summary
03/13/2018 Letter DE-Daily Inspection Summary
03/14/2018 Letter DE-Daily Inspection Summary
03/19/2018 Letter DE-Daily Inspection Summary
03/20/2018 Letter DE-Daily Inspection Summary
03/21/2018 Letter DE-Daily Inspection Summary
03/22/2018 Letter DE-Daily Inspection Summary
03/22/2018 Letter DE-Daily Inspection Summary
03/23/2018 Letter DE-Daily Inspection Summary
03/23/2018 Letter DE-Daily Inspection Summary
03/23/2018 Letter DE-Daily Inspection Summary
03/30/2018 Letter DE-Daily Inspection Summary
04/05/2018 Letter DE-Daily Inspection Summary
04/05/2018 Letter DE-Daily Inspection Summary
04/06/2018 Letter DE-Daily Inspection Summary
04/09/2018 Letter DE-Daily Inspection Summary
04/10/2018 Letter DE-Daily Inspection Summary
04/17/2018 Letter DE-Daily Inspection Summary
04/17/2018 Letter DE-Daily Inspection Summary
04/18/2018 Letter DE-Daily Inspection Summary
04/19/2018 Letter DE-Daily Inspection Summary
04/20/2018 Letter DE-Daily Inspection Summary
04/23/2018 Coleman Equipment Retaining Wall Creek Cert
04/23/2018 Letter DE-Daily Inspection Summary
04/24/2018 Letter DE-Daily Inspection Summary
05/01/2018 Letter DE-Daily Inspection Summary
05/03/2018 Letter DE-Daily Inspection Summary
05/07/2018 Letter DE-Daily Inspection Summary
05/08/2018 Letter DE-Daily Inspection Summary
05/09/2018 Letter DE-Daily Inspection Summary
05/09/2018 Letter DE-Daily Inspection Summary
05/09/2018 Letter DE-Daily Inspection Summary
05/11/2018 Letter DE-Daily Inspection Summary
05/24/2018 Letter DE-Daily Inspection Summary
05/29/2018 Letter DE-Daily Inspection Summary
05/31/2018 Letter DE-Daily Inspection Summary
06/21/2018 Letter DE-Daily Inspection Summary
06/28/2018 Letter DE-Daily Inspection Summary
07/05/2018 Letter DE-Daily Inspection Summary
07/26/2018 Letter DE-Daily Inspection Summary
07/26/2018 Letter DE-Daily Inspection Summary
07/26/2018 Letter DE-Daily Inspection Summary
07/27/2018 Letter DE-Daily Inspection Summary
08/01/2018 Letter DE-Daily Inspection Summary
08/02/2018 Plans 2018.08.01-17-019 BASE PRO MODOT SIDEWALK
08/06/2018 Letter DE-Daily Inspection Summary
08/09/2018 Letter DE-Daily Inspection Summary
08/28/2018 Letter DE-Daily Inspection Summary
09/11/2018 Letter DE-Daily Inspection Summary
09/14/2018 Letter DE-Daily Inspection Summary
09/14/2018 Letter DE-Daily Inspection Summary
09/27/2018 Letter DE-Daily Inspection Summary
11/08/2018 Letter DE-Punch List
11/08/2018 Letter DE-Certificate of Substantial Completion Multiple Lot
11/08/2018 Coleman Equip
03/23/2023 Letter DE-Certificate of Final Acceptance (Commercial)
03/23/2023 Coleman Equipment On-Site Final Acceptance
05/30/2018 Letter DE-Daily Inspection Summary
05/22/2019 Letter DE-Daily Inspection Summary
11/13/2018 Coleman Equipment Substantial Completion and Punch List
10/23/2018 Letter DE-Daily Inspection Summary
10/23/2018 Letter DE-Daily Inspection Summary
10/01/2018 Letter DE-Daily Inspection Summary
09/24/2018 Letter DE-Daily Inspection Summary
09/24/2018 Letter DE-Daily Inspection Summary
09/24/2018 Letter DE-Daily Inspection Summary
09/14/2018 Letter DE-Daily Inspection Summary
09/11/2018 Letter DE-Daily Inspection Summary
07/30/2018 Letter DE-Daily Inspection Summary
06/26/2018 Letter DE-Daily Inspection Summary
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