Permit Application Status

PRSUBD20180158


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Summary


PRSUBD20180158
Public Infrastructure
Final Acceptance
ACH DEVELOPMENT LLC
DEVELOPMENT COMPLETE
Full infrustructure for single family development.
01/22/2018
02/26/2018
03/05/2020
Locations
Address
4545 NE PARK RIDGE AVE, LEES SUMMIT, MO 64064

Address
1862 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1866 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
4544 NE SENECA TER, LEES SUMMIT, MO 64064

Address
1905 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1908 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1912 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1916 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1920 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1924 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1928 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1932 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
2028 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2032 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2033 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2029 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2025 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2021 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2017 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2013 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2009 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
1909 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1905 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1901 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1867 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1863 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
4541 NE SENECA TER, LEES SUMMIT, MO 64064

Address
1900 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1904 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1908 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1912 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
1916 NE PARK RIDGE DR, LEES SUMMIT, MO 64064

Address
2008 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
2012 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Address
1921 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1917 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1913 NE CATALINA AVE, LEES SUMMIT, MO 64064

Address
1909 NE CATALINA AVE, LEES SUMMIT, MO 64064

Property
42400060200000000

Property
43610210900000000

Property
43610210800000000

Property
42400060100000000

Property
42400090300000000

Property
42400090200000000

Property
42400090100000000

Property
42400070200000000

Property
42400070100000000

Property
42400080100000000

Property
42400080200000000

Property
42400081200000000

Property
42400080300000000

Property
42400080400000000

Property
42400080500000000

Property
42400081300000000

Property
42400081100000000

Property
42400080600000000

Property
42400081000000000

Property
42400080900000000

Property
42400051200000000

Property
42400080800000000

Property
42400080700000000

Property
42400051300000000

Property
42400051100000000

Property
42400051400000000

Property
42400051500000000

Property
42400051600000000

Property
42400051000000000

Property
42400051800000000

Property
42400041800000000

Property
42400041700000000

Property
42400041600000000

Property
42400041500000000

Property
42400041400000000

Property
42400041300000000

Property
42400041200000000

Property
42400041100000000

Property
42400051700000000

Address
2005 NE BLUESTONE DR, LEES SUMMIT, MO 64064

Contacts
ACH DEVELOPMENT LLC, Address:3170 NE CARNEGIE DR STE 400  
CAPITAL CONSTRUCTION SERVICES LLC, Address:2642 NE HAGAN RD, Phone:(816) 875-0018  
LEMBERGER JOHN R & VIRGINIA S, Address:2005 NE BLUESTONE DR  
DALE MARGARET F, Address:2009 NE BLUESTONE DR  
WATKINS JUSTIN & MONICA, Address:2013 NE BLUESTONE DR  
FRANKLIN ALAN R & LISA A, Address:2017 NE BLUESTONE DR  
LEWIS COLBY LYNN, Address:2021 NE BLUESTONE DR  
ANDERSON JOHN E & RAYANNA L, Address:2025 NE BLUESTONE DR  
BOLTON JALUNDA KAE & CARLOS F, Address:2029 NE BLUESTONE DR  
ZIMMERMAN KEVIN D & KRISTA D, Address:2033 NE BLUESTONE DR  
MCCARTHY WILLIAM & NATALIE, Address:2023 NE BLUESTONE DR  
GODSY TYLER & ERIN, Address:2028 NE BLUESTONE DR  
PATEL JAY & SHITAL, Address:2012 NE BLUESTONE DR  
ADAMSON CAROLINE H & TYLER V, Address:1908 NE CATALINA AVE  
UHRMACHER CLAY E & JELENA, Address:1912 NE CATALINA AVE  
MANDINA GUGLIELMO SAMUELE & TAMARA S, Address:1916 NE CATALINA AVE  
BROWN PETER W & BRACKNEY RUTH J - TRUSTEES, Address:2345 GRAND BLVD STE 2200  
EDMOND HOWARD ALLEN & JACQUIN MARIE, Address:1924 NE CATALINA AVE  
DANIEL & JOYCE GROSSKOPF TRUST DATED 8/8/2016, Address:1928 NE CATALINA AVE STE 400  
HARRIS NADIA F, Address:1932 NE CATALINA AVE  
CLAUDER MICHAEL N & HOLLY M, Address:1905 NE CATALINA AVE  
HENRY RICHARD D AND JANE E, Address:1909 NE CATALINA AVE  
GINTER JUSTIN & TAYLOR, Address:1913 NE CATALINA AVE  
JOSEPH LUIS FIGUEROA JR & ERICA LAUREN FGUEROA, TRUSTEES OF THE FIGUEROA LIVING TRUST DTD APRIL 12,, Address:1917 NE CATALINA AVE  
REZNAK BENJAMIN M & SHELBY R, Address:1921 NE CATALINA AVE  
PARK RIDGE HOMES LLC, Address:3170 NE CARNEGIE DR STE 400  
LEIMER MICHAEL P & SHARON K, Address:4541 NE SENECA TER  
ZHANG CHENG & LIU QIUPING, Address:1862 NE PARK RIDGE DR  
DUSTIN M AND MORGAN W TRUST DATED JANUARY 26, 2024, Address:1866 E PARK RIDGE DR  
TARUN HAROLD J & GLECEL P, Address:1863 NE PARK RIDGE DR  
SCOTT DEVIN & CHELSEA, Address:1867 NE PARK RIDGE DR  
PECK LUIS & NICOLE, Address:1900 NE PARK RIDGE DR  
THE MUTERT LIVING TRUST DATED 04/07/2023, Address:1904 NE PARK RIDGE DR  
LEYERIE DAVID & CHERYL, Address:1908 NE PARK RIDGE DR  
WELLS HEATHER A & ROLLA G JR, Address:1912 NE PARK RIDGE DR  
CAPONETTO CARLEE JO, Address:1916 NE PARK RIDGE CIR  
MUMMERT JASON, Address:1901 NE PARK RIDGE DR  
WILSON STEPHEN CHASE, Address:1905 NE PARK RIDGE DR  
KAPUR VIKRAM & ALYSHA, Address:1909 NE PARK RIDGE DR  
STLUKA DAN M & SUZANNE R, Address:4545 NE PARK RIDGE AVE  
CHRISTOPHER JOHN HERNANDEZ TRUST DATED 10/21/2022, Address:4544 NE SENECA TER  
Reviews
Review Type Outcome Est. Completion Date Completed
Licensed Contractors Approved 01/22/2018 02/26/2018
Jeremy Young
Fees
Paid Fees Amount Paid Owing Date Paid
91100C8-Sanitary Sewer Insp Fees $4,831.06 $4,831.06 Paid 02/22/2018
91100C9-Water Insp Fee $4,013.50 $4,013.50 Paid 02/22/2018
9110072-Water Test Fee $1,000.00 $1,000.00 Paid 02/22/2018
9110068-Storm Fee $3,567.50 $3,567.50 Paid 02/22/2018
9110081-Paved Surface Inspection Fee $12,927.30 $12,927.30 Paid 02/22/2018
9110071-Site Grading Fee $2,671.91 $2,671.91 Paid 02/22/2018
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Erosion Control Inspection Partial 2/27/2018 at 11:30 AM 02/27/2018
PW-Misc
Informational
02/27/2018
Jeremy Young 02/27/2018 1:16 PM Spoke with contractor about ESC devices. The contractor has installed silt fencing aroung the perimeter of the site. The contractor will also be mulching trees and using the mulch for ESC in other areas of the site.
Erosion Control Inspection Partial 3/8/2018 at 11:15 AM 03/08/2018
PW-Misc
Informational
02/27/2018
Jeremy Young 02/27/2018 1:16 PM Spoke with contractor about ESC devices. The contractor has installed silt fencing around the perimeter of the site. The contractor will also be mulching trees and using the mulch for ESC in other areas of the site. They have established a good construction entrance to keep the debris off of the street.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/08/2018 11:19 AM Contractor is working to complete the ESC as called out in plans. They have removed and ground trees for mulch that will be used for ESC. The contractor will take what precautions are needed for the detention basin. Will re-inspect.
Site Visit Partial 3/12/2018 at 8:30 AM 03/12/2018
PW-Misc
Informational
03/12/2018
Jeremy Young 03/12/2018 10:57 AM John DiMauro and myself met with the contractor to make introductions. The contractor is clearing dirt and rock for storm line installation. This should begin tomorrow.
Site Visit Partial 3/13/2018 at 10:10 AM 03/13/2018
PW-Misc
Informational
03/12/2018
Jeremy Young 03/12/2018 10:57 AM John DiMauro and myself met with the contractor to make introductions. The contractor is clearing dirt and rock for storm line installation. This should begin tomorrow.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/13/2018 10:34 AM Met with contractor. They are moving rock and debris from the site. Still waiting on revisions for the storm line. Once the plans come in they will begin the 100 storm line from the pond out.
Site Visit Partial 3/15/2018 at 1:15 PM 03/14/2018
PW-Misc
Informational
03/13/2018
Jeremy Young 03/12/2018 10:57 AM John DiMauro and myself met with the contractor to make introductions. The contractor is clearing dirt and rock for storm line installation. This should begin tomorrow.
PW-Misc
Informational
03/13/2018
Jeremy Young 03/13/2018 10:34 AM Met with contractor. They are moving rock and debris from the site. Still waiting on revisions for the storm line. Once the plans come in they will begin the 100 storm line from the pond out.
PW-Misc
Informational
03/14/2018
John DiMauro 03/14/2018 3:18 PM I met with the contractor on site to deliver the plans for the sanitary phase of the project and I got the sanitary permit signed.
Erosion Control Inspection Partial 3/19/2018 at 10:20 AM 03/19/2018
PW-Misc
Informational
03/08/2018
Jeremy Young 02/27/2018 1:16 PM Spoke with contractor about ESC devices. The contractor has installed silt fencing around the perimeter of the site. The contractor will also be mulching trees and using the mulch for ESC in other areas of the site.
PW-Misc
Informational
03/08/2018
Jeremy Young 03/08/2018 11:19 AM Contractor is working to complete the ESC as called out in plans. They have removed and ground trees for mulch that will be used for ESC. The contractor will take what precautions are needed for the detention basin. Will re-inspect.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/19/2018 11:19 AM We have had approximately 1-2" of rain this morning. All ESC devices are intact and working properly. Small amounts of sediment are leaving the site.
Sanitary Sewer Construction Inspection Partial 3/20/2018 at 10:45 AM 03/20/2018
PW-Main inspection
Informational
03/20/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line B. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
Storm - Pipe Partial 3/20/2018 at 10:50 AM 03/20/2018
PW-Misc
Informational
03/20/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
Sanitary Sewer Construction Inspection Partial 3/21/2018 at 9:10 AM 03/21/2018
PW-Main inspection
Informational
03/20/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/21/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
Storm - Pipe Partial 3/21/2018 at 2:30 PM 03/21/2018
PW-Misc
Informational
03/20/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
Storm - Pipe Partial 3/22/2018 at 9:00 AM 03/22/2018
PW-Misc
Informational
03/21/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/21/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/22/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
Sanitary Sewer Construction Inspection Partial 3/22/2018 at 8:40 AM 03/22/2018
PW-Main inspection
Informational
03/21/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/21/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
Sanitary - Material Verification Partial 3/22/2018 at 9:15 AM 03/22/2018
Informational
03/22/2018
Jeremy Young 03/22/2018 9:45 AM Contractor has material on site for sanitary. The pipe is SDR 26 8". They WYES are SDR 26 with an 8" to 4" connection.
Storm - Pipe Partial 3/22/2018 at 2:45 PM 03/22/2018
PW-Misc
Informational
03/22/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/22/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/22/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/22/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
Sanitary Sewer Construction Inspection Partial 3/22/2018 at 2:55 PM 03/22/2018
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
Storm - Pipe Partial 3/23/2018 at 10:05 AM 03/23/2018
PW-Misc
Informational
03/22/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/22/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/22/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/22/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
Sanitary Sewer Construction Inspection Partial 3/23/2018 at 10:15 AM 03/23/2018
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/22/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
Sanitary Sewer Construction Inspection Partial 3/23/2018 at 2:00 PM 03/23/2018
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
Storm - Pipe Partial 3/23/2018 at 2:30 PM 03/23/2018
PW-Misc
Informational
03/23/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
Site Visit Partial 3/26/2018 at 11:20 AM 03/26/2018
PW-Misc
Informational
03/14/2018
Jeremy Young 03/12/2018 10:57 AM John DiMauro and myself met with the contractor to make introductions. The contractor is clearing dirt and rock for storm line installation. This should begin tomorrow.
PW-Misc
Informational
03/14/2018
Jeremy Young 03/13/2018 10:34 AM Met with contractor. They are moving rock and debris from the site. Still waiting on revisions for the storm line. Once the plans come in they will begin the 100 storm line from the pond out.
PW-Misc
Informational
03/14/2018
John DiMauro 03/14/2018 3:18 PM I met with the contractor on site to deliver the plans for the sanitary phase of the project and I got the sanitary permit signed.
Erosion Control Inspection Partial 3/27/2018 at 10:35 AM 03/27/2018
Erosion Control Inspection Partial 3/27/2018 at 10:35 AM 03/27/2018
PW-Misc
Informational
03/19/2018
Jeremy Young 02/27/2018 1:16 PM Spoke with contractor about ESC devices. The contractor has installed silt fencing around the perimeter of the site. The contractor will also be mulching trees and using the mulch for ESC in other areas of the site.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/08/2018 11:19 AM Contractor is working to complete the ESC as called out in plans. They have removed and ground trees for mulch that will be used for ESC. The contractor will take what precautions are needed for the detention basin. Will re-inspect.
PW-Misc
Informational
03/19/2018
Jeremy Young 03/19/2018 11:19 AM We have had approximately 1-2" of rain this morning. All ESC devices are intact and working properly. Small amounts of sediment are leaving the site.
PW-Misc
Informational
03/27/2018
Jeremy Young 03/27/2018 3:16 PM John DiMauro and I were present on site looking at the ESC devices after the rain event. It appears that all ESC devices are intact and working properly.
Sanitary Sewer Construction Inspection Partial 3/28/2018 at 8:30 AM 03/28/2018
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/23/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
Storm - Pipe Partial 3/28/2018 at 8:45 AM 03/28/2018
PW-Misc
Informational
03/23/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/23/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
Sanitary Sewer Construction Inspection Partial 3/28/2018 at 1:45 PM 03/28/2018
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
Storm - Pipe Partial 3/28/2018 at 2:05 PM 03/28/2018
PW-Misc
Informational
03/28/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
Erosion Control Inspection Partial 3/29/2018 at 9:00 AM 03/29/2018
Informational
03/29/2018
Jeremy Young 03/29/2018 9:41 AM Spoke with contractor about adding gutter buddy to storm inlet on Bluestone. They will add the gutter buddy. Also asked the contractor to put back the end of road markers at Bluestone. Informed them to remove the large rocks at the end of Bluestone also.
Sanitary Sewer Construction Inspection Partial 3/29/2018 at 9:10 AM 03/29/2018
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/28/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
Sanitary Sewer Construction Inspection Partial 3/29/2018 at 9:10 AM 03/29/2018
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
Storm - Pipe Partial 3/29/2018 at 9:20 AM 03/29/2018
PW-Misc
Informational
03/28/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/28/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
Storm - Pipe Partial 3/29/2018 at 9:20 AM 03/29/2018
PW-Misc
Informational
03/29/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
Sanitary Sewer Construction Inspection Partial 3/29/2018 at 1:50 PM 03/29/2018
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/29/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
Sanitary Sewer Construction Inspection Partial 3/29/2018 at 1:50 PM 03/29/2018
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/29/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
Storm - Pipe Partial 3/29/2018 at 2:10 PM 03/29/2018
PW-Misc
Informational
03/29/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
Storm - Pipe Partial 3/29/2018 at 2:10 PM 03/29/2018
PW-Misc
Informational
03/29/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
Sanitary Sewer Construction Inspection Partial 3/29/2018 at 2:45 PM 03/29/2018
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/29/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
Sanitary Sewer Construction Inspection Partial 3/29/2018 at 2:45 PM 03/29/2018
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/29/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
Storm - Pipe Partial 3/29/2018 at 2:55 PM 03/29/2018
PW-Misc
Informational
03/29/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
Storm - Pipe Partial 3/29/2018 at 2:55 PM 03/29/2018
PW-Misc
Informational
03/29/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
Sanitary Sewer Construction Inspection Partial 3/30/2018 at 10:00 AM 03/30/2018
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/29/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
03/29/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
Sanitary Sewer Construction Inspection Partial 3/30/2018 at 10:00 AM 03/30/2018
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/30/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
Storm - Pipe Partial 3/30/2018 at 1:50 PM 03/30/2018
PW-Misc
Informational
03/29/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
03/29/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
Storm - Pipe Partial 3/30/2018 at 1:50 PM 03/30/2018
PW-Misc
Informational
03/30/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
03/30/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
Sanitary Sewer Construction Inspection Partial 3/30/2018 at 2:00 PM 03/30/2018
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/30/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
Sanitary Sewer Construction Inspection Partial 3/30/2018 at 2:00 PM 03/30/2018
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/30/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
Sanitary Sewer Construction Inspection Partial 4/2/2018 at 8:55 AM 04/02/2018
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
03/30/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
03/30/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 9:05 AM We had snow yesterday and the crew is working today. John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
Sanitary Sewer Construction Inspection Partial 4/2/2018 at 8:55 AM 04/02/2018
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/02/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 9:05 AM We had snow yesterday and the crew is working today. John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
Sanitary Sewer Construction Inspection Partial 4/2/2018 at 11:20 AM 04/02/2018
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/02/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
Sanitary Sewer Construction Inspection Partial 4/2/2018 at 1:15 PM 04/02/2018
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/02/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
Sanitary - Material Verification Partial 4/2/2018 at 11:40 AM 04/02/2018
Informational
04/02/2018
Jeremy Young 04/02/2018 1:40 PM Checked the 4" and 8" pipe for the sanitary project. They are both SDR-26 and the 4" pipe has the ASTM 12454B designation.
Sanitary Sewer Construction Inspection Partial 4/2/2018 at 2:50 PM 04/02/2018
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/02/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/3/2018 at 10:30 AM 04/03/2018
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/02/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/02/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/3/2018 at 10:30 AM 04/03/2018
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/03/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/4/2018 at 9:30 AM 04/04/2018
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/03/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/03/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
Sanitary Sewer Construction Inspection Partial 4/4/2018 at 2:45 PM 04/04/2018
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/04/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/4/2018 at 2:45 PM 04/04/2018
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/04/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/5/2018 at 9:30 AM 04/05/2018
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/04/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/04/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
Sanitary Sewer Construction Inspection Partial 4/5/2018 at 3:50 PM 04/05/2018
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/05/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/6/2018 at 9:50 AM 04/06/2018
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/05/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/05/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
Sanitary Sewer Construction Inspection Partial 4/6/2018 at 2:25 PM 04/06/2018
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/06/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
Erosion Control Inspection Partial 4/9/2018 at 9:00 AM 04/09/2018
PW-Misc
Informational
04/09/2018
Jeremy Young 04/09/2018 9:28 AM All ESC devices are intact and seem to be functioning properly. I have asked the crew to add gutter protection to the 2 inlets on Bluestone.
Sanitary Sewer Construction Inspection Partial 4/9/2018 at 9:10 AM 04/09/2018
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/06/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/06/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
Sanitary Sewer Construction Inspection Partial 4/9/2018 at 2:00 PM 04/09/2018
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/09/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
04/09/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/9/2018 at 2:00 PM 04/09/2018
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/09/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
04/09/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/10/2018 at 10:35 AM 04/10/2018
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/09/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
04/09/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
04/09/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/10/2018 10:54 AM Crew is continuing to work on Sanitary Line B. They have installed MH B-1 and are almost to MH B-2. They have added approximately 40' of pipe and 2 stubs. They have sufficient rock surrounding the pipe and are backfilling. They stubs have sufficient rock and the tracer wire is present. They will add the trench checks. The crew is working on Sanitary Line A they have installed MH A-1 and have added approximately 30' of main from the manhole. They have added 1 stub and there is sufficient rock and they tracer wire is present. They will add trench checks this afternoon. I have informed the crew to watch the backfill and the material around the MH.
Sanitary Sewer Construction Inspection Partial 4/10/2018 at 3:10 PM 04/10/2018
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/10/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
04/10/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/10/2018 10:54 AM Crew is continuing to work on Sanitary Line B. They have installed MH B-1 and are almost to MH B-2. They have added approximately 40' of pipe and 2 stubs. They have sufficient rock surrounding the pipe and are backfilling. They stubs have sufficient rock and the tracer wire is present. They will add the trench checks. The crew is working on Sanitary Line A they have installed MH A-1 and have added approximately 30' of main from the manhole. They have added 1 stub and there is sufficient rock and they tracer wire is present. They will add trench checks this afternoon. I have informed the crew to watch the backfill and the material around the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/10/2018 3:25 PM Crew installed MH B-2. There was sufficient rock base below the MH. They also added 2 sanitary stubs. They have at least 6" of rock surrounding the pipe. The stubs have trench checks and tracer wires. They will backfill. Crew is working on line A they have added approximately 80' of pipe and 2 sanitary stubs. They have at least 6' of rock surrounding the pipes. They have trench checks and tracer wires for the stubs. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/10/2018 at 3:10 PM 04/10/2018
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/10/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
04/10/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/10/2018 10:54 AM Crew is continuing to work on Sanitary Line B. They have installed MH B-1 and are almost to MH B-2. They have added approximately 40' of pipe and 2 stubs. They have sufficient rock surrounding the pipe and are backfilling. They stubs have sufficient rock and the tracer wire is present. They will add the trench checks. The crew is working on Sanitary Line A they have installed MH A-1 and have added approximately 30' of main from the manhole. They have added 1 stub and there is sufficient rock and they tracer wire is present. They will add trench checks this afternoon. I have informed the crew to watch the backfill and the material around the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/10/2018 3:25 PM Crew installed MH B-2. There was sufficient rock base below the MH. They also added 2 sanitary stubs. They have at least 6" of rock surrounding the pipe. The stubs have trench checks and tracer wires. They will backfill. Crew is working on line A they have added approximately 80' of pipe and 2 sanitary stubs. They have at least 6' of rock surrounding the pipes. They have trench checks and tracer wires for the stubs. They will backfill.
Sanitary Sewer Construction Inspection Partial 4/11/2018 at 9:55 AM 04/11/2018
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/10/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
04/10/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/10/2018 10:54 AM Crew is continuing to work on Sanitary Line B. They have installed MH B-1 and are almost to MH B-2. They have added approximately 40' of pipe and 2 stubs. They have sufficient rock surrounding the pipe and are backfilling. They stubs have sufficient rock and the tracer wire is present. They will add the trench checks. The crew is working on Sanitary Line A they have installed MH A-1 and have added approximately 30' of main from the manhole. They have added 1 stub and there is sufficient rock and they tracer wire is present. They will add trench checks this afternoon. I have informed the crew to watch the backfill and the material around the MH.
PW-Main inspection
Informational
04/10/2018
Jeremy Young 04/10/2018 3:25 PM Crew installed MH B-2. There was sufficient rock base below the MH. They also added 2 sanitary stubs. They have at least 6" of rock surrounding the pipe. The stubs have trench checks and tracer wires. They will backfill. Crew is working on line A they have added approximately 80' of pipe and 2 sanitary stubs. They have at least 6' of rock surrounding the pipes. They have trench checks and tracer wires for the stubs. They will backfill.
PW-Main inspection
Informational
04/11/2018
John DiMauro 04/11/2018 10:02 AM The crew on site installed the inverts for manholes B-1 & B-2. I verified the correct concrete type. The inverts appear to meet the city standards. The crew is working on setting MH B-3 at this time. There appears to be sufficient rock bedding. The crew is continuing the run for the sanitary Line A. I will return this afternoon for further inspection.
Sanitary Sewer Construction Inspection Partial 4/12/2018 at 1:20 PM 04/12/2018
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/11/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
04/11/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/10/2018 10:54 AM Crew is continuing to work on Sanitary Line B. They have installed MH B-1 and are almost to MH B-2. They have added approximately 40' of pipe and 2 stubs. They have sufficient rock surrounding the pipe and are backfilling. They stubs have sufficient rock and the tracer wire is present. They will add the trench checks. The crew is working on Sanitary Line A they have installed MH A-1 and have added approximately 30' of main from the manhole. They have added 1 stub and there is sufficient rock and they tracer wire is present. They will add trench checks this afternoon. I have informed the crew to watch the backfill and the material around the MH.
PW-Main inspection
Informational
04/11/2018
Jeremy Young 04/10/2018 3:25 PM Crew installed MH B-2. There was sufficient rock base below the MH. They also added 2 sanitary stubs. They have at least 6" of rock surrounding the pipe. The stubs have trench checks and tracer wires. They will backfill. Crew is working on line A they have added approximately 80' of pipe and 2 sanitary stubs. They have at least 6' of rock surrounding the pipes. They have trench checks and tracer wires for the stubs. They will backfill.
PW-Main inspection
Informational
04/11/2018
John DiMauro 04/11/2018 10:02 AM The crew on site installed the inverts for manholes B-1 & B-2. I verified the correct concrete type. The inverts appear to meet the city standards. The crew is working on setting MH B-3 at this time. There appears to be sufficient rock bedding. The crew is continuing the run for the sanitary Line A. I will return this afternoon for further inspection.
PW-Main inspection
Informational
04/12/2018
John DiMauro 04/12/2018 1:40 PM The sanitary sewer line installation is complete. The crew is going to pour the last of the inverts today. Once the inverts are poured the system will set for a minimum of thirty days from today's date before any testing of the system can begin. I will return tomorrow morning to verify that the inverts are installed to the city standards.
Storm - Pipe Partial 4/16/2018 at 9:55 AM 04/16/2018
PW-Misc
Informational
03/30/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
03/30/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
03/30/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/16/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
Storm - Pipe Partial 4/17/2018 at 9:40 AM 04/17/2018
PW-Misc
Informational
04/16/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/16/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/16/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/16/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
Storm - Pipe Partial 4/17/2018 at 1:30 PM 04/17/2018
PW-Misc
Informational
04/17/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/17/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
Storm - Pipe Partial 4/17/2018 at 1:30 PM 04/17/2018
PW-Misc
Informational
04/17/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/17/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
Storm - Pipe Partial 4/18/2018 at 9:10 AM 04/18/2018
PW-Misc
Informational
04/17/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/17/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/17/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/17/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 9:25 AM John DiMauro and I were on site. The crew was installing CI 3-1 and CI 3-2. They added the pipe between the boxes. They have at least 6" of rock surrounding the pipe and at least 4" rock bedding below the CI. They will add flowable fill and backfill.
Storm - Pipe Partial 4/18/2018 at 9:10 AM 04/18/2018
PW-Misc
Informational
04/18/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/18/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 9:25 AM John DiMauro and I were on site. The crew was installing CI 3-1 and CI 3-2. They added the pipe between the boxes. They have at least 6" of rock surrounding the pipe and at least 4" rock bedding below the CI. They will add flowable fill and backfill.
Storm - Pipe Partial 4/18/2018 at 1:20 PM 04/18/2018
PW-Misc
Informational
04/18/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/18/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 9:25 AM John DiMauro and I were on site. The crew was installing CI 3-1 and CI 3-2. They added the pipe between the boxes. They have at least 6" of rock surrounding the pipe and at least 4" rock bedding below the CI. They will add flowable fill and backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 1:38 PM John DiMauro and I were on site. The crew was adding flowable fill to the street crossing for CI 3-1 and 3-2. They will backfill. The crew was running pipe between FI 2-2 and the CI 2-3 and 2-4. They have at least 6" of rock surrounding the pipe. They will backfill.
Storm - Pipe Partial 4/18/2018 at 1:20 PM 04/18/2018
PW-Misc
Informational
04/18/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/18/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 9:25 AM John DiMauro and I were on site. The crew was installing CI 3-1 and CI 3-2. They added the pipe between the boxes. They have at least 6" of rock surrounding the pipe and at least 4" rock bedding below the CI. They will add flowable fill and backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 1:38 PM John DiMauro and I were on site. The crew was adding flowable fill to the street crossing for CI 3-1 and 3-2. They will backfill. The crew was running pipe between FI 2-2 and the CI 2-3 and 2-4. They have at least 6" of rock surrounding the pipe. They will backfill.
Storm - Pipe Partial 4/19/2018 at 8:30 AM 04/19/2018
PW-Misc
Informational
04/18/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/18/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 9:25 AM John DiMauro and I were on site. The crew was installing CI 3-1 and CI 3-2. They added the pipe between the boxes. They have at least 6" of rock surrounding the pipe and at least 4" rock bedding below the CI. They will add flowable fill and backfill.
PW-Misc
Informational
04/18/2018
Jeremy Young 04/18/2018 1:38 PM John DiMauro and I were on site. The crew was adding flowable fill to the street crossing for CI 3-1 and 3-2. They will backfill. The crew was running pipe between FI 2-2 and the CI 2-3 and 2-4. They have at least 6" of rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/19/2018 9:14 AM John DiMauro and I were on site. The crew was pouring inverts for the CI 2-3 and CI 2-4. They were poured in KCMMB 4K mix as required. The contractor has flowable fill for the street crossing between the CI. They will begin the site grading after the fill is in place.
Storm - Pipe Partial 4/19/2018 at 8:30 AM 04/19/2018
PW-Misc
Informational
04/19/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/19/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/19/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/18/2018 9:25 AM John DiMauro and I were on site. The crew was installing CI 3-1 and CI 3-2. They added the pipe between the boxes. They have at least 6" of rock surrounding the pipe and at least 4" rock bedding below the CI. They will add flowable fill and backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/18/2018 1:38 PM John DiMauro and I were on site. The crew was adding flowable fill to the street crossing for CI 3-1 and 3-2. They will backfill. The crew was running pipe between FI 2-2 and the CI 2-3 and 2-4. They have at least 6" of rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/19/2018 9:14 AM John DiMauro and I were on site. The crew was pouring inverts for the CI 2-3 and CI 2-4. They were poured in KCMMB 4K mix as required. The contractor has flowable fill for the street crossing between the CI. They will begin the site grading after the fill is in place.
Grading/Excavation/Fill Inspection Partial 4/19/2018 at 3:15 PM 04/19/2018
PW-Misc
Informational
04/19/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
Erosion Control Inspection Partial 4/19/2018 at 3:35 PM 04/19/2018
PW-Misc
Informational
04/09/2018
Jeremy Young 04/09/2018 9:28 AM All ESC devices are intact and seem to be functioning properly. I have asked the crew to add gutter protection to the 2 inlets on Bluestone.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/19/2018 3:38 PM All ESC devices appear to be intact and working properly. All silt fences and mulch is intact.
Grading/Excavation/Fill Inspection Partial 4/20/2018 at 9:40 AM 04/20/2018
PW-Misc
Informational
04/19/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
04/20/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
Grading/Excavation/Fill Inspection Partial 4/20/2018 at 9:40 AM 04/20/2018
PW-Misc
Informational
04/20/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
04/20/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
Grading/Excavation/Fill Inspection Partial 4/23/2018 at 10:55 AM 04/23/2018
PW-Misc
Informational
04/20/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
04/20/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
04/23/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
Grading/Excavation/Fill Inspection Partial 4/24/2018 at 1:30 PM 04/24/2018
PW-Misc
Informational
04/23/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
04/23/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
04/23/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
PW-Misc
Informational
04/24/2018
Jeremy Young 04/24/2018 1:33 PM Crew is continuing the mass grading on the site today. They are working on the east and north side of the property.
Erosion Control Inspection Partial 4/26/2018 at 3:40 PM 04/26/2018
PW-Misc
Informational
04/19/2018
Jeremy Young 04/09/2018 9:28 AM All ESC devices are intact and seem to be functioning properly. I have asked the crew to add gutter protection to the 2 inlets on Bluestone.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/19/2018 3:38 PM All ESC devices appear to be intact and working properly. All silt fences and mulch is intact.
PW-Misc
Informational
04/26/2018
Jeremy Young 04/26/2018 3:41 PM Please add csome mulch to the east side of the road on Bluestone. There was some utility work done and the ESC needs to be put back.
Water - Material Verification Partial 4/30/2018 at 10:30 AM 04/30/2018
Informational
04/30/2018
Jeremy Young 04/30/2018 11:02 AM The crew had water supplies delivered this morning. The pipe delivered is C-900. The pipe has been manufactured within the last year. The gate valves are American Corp 2508 8" valves. The tracer wire is 12 Gage wire. The 8x8 Tee is Star MJ-8.
Water Line - Construction Inspection Partial 5/1/2018 at 9:50 AM 05/01/2018
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 10:29 AM Crew began construction on Water Line 3. They have only added the road crossing for Seneca Terr. They have added the cross on the east side of the road and 2 valves. They have poly wrapped the valves and the crosses. They have at least 6" of rock surrounding the pipe and will flowable fill the street crossing. The tracer wire is present and wrapped around the valves for now.
Water Line - Construction Inspection Partial 5/1/2018 at 1:15 PM 05/01/2018
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 10:29 AM Crew began construction on Water Line 3. They have only added the road crossing for Seneca Terr. They have added the cross on the east side of the road and 2 valves. They have poly wrapped the valves and the crosses. They have at least 6" of rock surrounding the pipe and will flowable fill the street crossing. The tracer wire is present and wrapped around the valves for now.
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 1:39 PM Crew is adding the street crossing for Line 1 and Line 3. They have added the 8x8 tee (cross) they have wrapped the valve and tee in 12 mil poly wrap. They have added at least 6" of rock surrounding the pipe and are going to flowable fill the street crossing. The tracer wire is present and wrapped around the valve.
Water Line - Construction Inspection Partial 5/1/2018 at 2:40 PM 05/01/2018
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 10:29 AM Crew began construction on Water Line 3. They have only added the road crossing for Seneca Terr. They have added the cross on the east side of the road and 2 valves. They have poly wrapped the valves and the crosses. They have at least 6" of rock surrounding the pipe and will flowable fill the street crossing. The tracer wire is present and wrapped around the valves for now.
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 1:39 PM Crew is adding the street crossing for Line 1 and Line 3. They have added the 8x8 tee (cross) they have wrapped the valve and tee in 12 mil poly wrap. They have added at least 6" of rock surrounding the pipe and are going to flowable fill the street crossing. The tracer wire is present and wrapped around the valve.
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 2:52 PM Crew has added the flowable fill for the Line 1 and 3 crossing and the line 3 crossing.
Erosion Control Inspection Partial 5/3/2018 at 1:55 PM 05/03/2018
PW-Misc
Informational
04/26/2018
Jeremy Young 04/09/2018 9:28 AM All ESC devices are intact and seem to be functioning properly. I have asked the crew to add gutter protection to the 2 inlets on Bluestone.
PW-Misc
Informational
04/26/2018
Jeremy Young 04/19/2018 3:38 PM All ESC devices appear to be intact and working properly. All silt fences and mulch is intact.
PW-Misc
Informational
04/26/2018
Jeremy Young 04/26/2018 3:41 PM Please add csome mulch to the east side of the road on Bluestone. There was some utility work done and the ESC needs to be put back.
PW-Misc
Informational
05/03/2018
Jeremy Young 05/03/2018 2:00 PM All ESC devices are present and working properly. Please add some mulch to the east side of Bluestone Dr.
Sanitary Sewer - Mandrel Passed 5/17/2018 at 7:00 AM 05/17/2018
PW-Misc
Informational
05/17/2018
Jeremy Young 05/17/2018 3:40 PM Crew has pulled the mandrel through all the lines. A,B,C, and D. It was hand pulled through all the lines. The mandrel width was 7.37.
Sanitary Sewer - Air Test Passed 5/17/2018 at 9:15 AM 05/17/2018
PW-Sanitary Sewer Testing
Informational
05/17/2018
Jeremy Young 05/17/2018 3:43 PM All lines were air tested. The machine used was calibrated within the last month. The crew had inflated the ball to 4 psi for 2 mins prior to the test to equalize the air. They tested at 3.5 and did not have a drop in pressure for the time needed to pass.
Sanitary Sewer - Vacuum Passed 5/17/2018 at 1:00 PM 05/17/2018
PW-Sanitary Sewer Testing
Informational
05/17/2018
Jeremy Young 05/17/2018 3:46 PM All of the manholes were vacuum tested. The holes were plugged and the top was placed over the manhole. The vacuum pulled was 10 inches of mercury and there was no drop in the time needed for passing. There were 2 manholes that did not pass the first time D-1, D-2, after fixing the ball in the pipe they were able to get the manholes to pass.
Erosion Control Inspection Partial 5/30/2018 at 3:00 PM 05/30/2018
PW-Misc
Informational
05/03/2018
Jeremy Young 04/09/2018 9:28 AM All ESC devices are intact and seem to be functioning properly. I have asked the crew to add gutter protection to the 2 inlets on Bluestone.
PW-Misc
Informational
05/03/2018
Jeremy Young 04/19/2018 3:38 PM All ESC devices appear to be intact and working properly. All silt fences and mulch is intact.
PW-Misc
Informational
05/03/2018
Jeremy Young 04/26/2018 3:41 PM Please add csome mulch to the east side of the road on Bluestone. There was some utility work done and the ESC needs to be put back.
PW-Misc
Informational
05/03/2018
Jeremy Young 05/03/2018 2:00 PM All ESC devices are present and working properly. Please add some mulch to the east side of Bluestone Dr.
PW-Devices for Erosion and Sediment Control
Informational
05/30/2018
There are problems with the erosion control devices on your site. The silt fence on the north side of the property and west of Seneca Terr is down in several places. Please staple back into place. The mulch berms are intact and working properly.
Sanitary Sewer Construction Inspection Partial 6/7/2018 at 9:20 AM 06/07/2018
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
04/12/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
04/12/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/10/2018 10:54 AM Crew is continuing to work on Sanitary Line B. They have installed MH B-1 and are almost to MH B-2. They have added approximately 40' of pipe and 2 stubs. They have sufficient rock surrounding the pipe and are backfilling. They stubs have sufficient rock and the tracer wire is present. They will add the trench checks. The crew is working on Sanitary Line A they have installed MH A-1 and have added approximately 30' of main from the manhole. They have added 1 stub and there is sufficient rock and they tracer wire is present. They will add trench checks this afternoon. I have informed the crew to watch the backfill and the material around the MH.
PW-Main inspection
Informational
04/12/2018
Jeremy Young 04/10/2018 3:25 PM Crew installed MH B-2. There was sufficient rock base below the MH. They also added 2 sanitary stubs. They have at least 6" of rock surrounding the pipe. The stubs have trench checks and tracer wires. They will backfill. Crew is working on line A they have added approximately 80' of pipe and 2 sanitary stubs. They have at least 6' of rock surrounding the pipes. They have trench checks and tracer wires for the stubs. They will backfill.
PW-Main inspection
Informational
04/12/2018
John DiMauro 04/11/2018 10:02 AM The crew on site installed the inverts for manholes B-1 & B-2. I verified the correct concrete type. The inverts appear to meet the city standards. The crew is working on setting MH B-3 at this time. There appears to be sufficient rock bedding. The crew is continuing the run for the sanitary Line A. I will return this afternoon for further inspection.
PW-Main inspection
Informational
04/12/2018
John DiMauro 04/12/2018 1:40 PM The sanitary sewer line installation is complete. The crew is going to pour the last of the inverts today. Once the inverts are poured the system will set for a minimum of thirty days from today's date before any testing of the system can begin. I will return tomorrow morning to verify that the inverts are installed to the city standards.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 06/07/2018 9:46 AM Water Dept has identified 3 sags in the sanitary line. They are 9a-015- 9a-018 - 147’- 158’ a .3° incline is holding 10% water 9a-015 – 9a-016 – 178’ – 185’ a 1.2° incline going into the manhole is holding water at 10% pipe 9a-014 – 09a-001 – 119’ – 127’ a 1.23° incline going into the manhole is holding water at 10% pipe The crew is on site working on correcting those sags.
Sanitary Sewer Construction Inspection Partial 6/7/2018 at 1:40 PM 06/07/2018
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
06/07/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
06/07/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/10/2018 10:54 AM Crew is continuing to work on Sanitary Line B. They have installed MH B-1 and are almost to MH B-2. They have added approximately 40' of pipe and 2 stubs. They have sufficient rock surrounding the pipe and are backfilling. They stubs have sufficient rock and the tracer wire is present. They will add the trench checks. The crew is working on Sanitary Line A they have installed MH A-1 and have added approximately 30' of main from the manhole. They have added 1 stub and there is sufficient rock and they tracer wire is present. They will add trench checks this afternoon. I have informed the crew to watch the backfill and the material around the MH.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/10/2018 3:25 PM Crew installed MH B-2. There was sufficient rock base below the MH. They also added 2 sanitary stubs. They have at least 6" of rock surrounding the pipe. The stubs have trench checks and tracer wires. They will backfill. Crew is working on line A they have added approximately 80' of pipe and 2 sanitary stubs. They have at least 6' of rock surrounding the pipes. They have trench checks and tracer wires for the stubs. They will backfill.
PW-Main inspection
Informational
06/07/2018
John DiMauro 04/11/2018 10:02 AM The crew on site installed the inverts for manholes B-1 & B-2. I verified the correct concrete type. The inverts appear to meet the city standards. The crew is working on setting MH B-3 at this time. There appears to be sufficient rock bedding. The crew is continuing the run for the sanitary Line A. I will return this afternoon for further inspection.
PW-Main inspection
Informational
06/07/2018
John DiMauro 04/12/2018 1:40 PM The sanitary sewer line installation is complete. The crew is going to pour the last of the inverts today. Once the inverts are poured the system will set for a minimum of thirty days from today's date before any testing of the system can begin. I will return tomorrow morning to verify that the inverts are installed to the city standards.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 06/07/2018 9:46 AM Water Dept has identified 3 sags in the sanitary line. They are 9a-015- 9a-018 - 147’- 158’ a .3° incline is holding 10% water 9a-015 – 9a-016 – 178’ – 185’ a 1.2° incline going into the manhole is holding water at 10% pipe 9a-014 – 09a-001 – 119’ – 127’ a 1.23° incline going into the manhole is holding water at 10% pipe The crew is on site working on correcting those sags.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 06/07/2018 1:54 PM Crew has finished fixing the sags indicated by the water department. They have backfilled and the 30 day clock has started for re-inspection. Will be able to re-inspect on 7/7/18
Grading/Excavation/Fill Inspection Partial 6/18/2018 at 8:50 AM 06/18/2018
PW-Misc
Informational
04/24/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
04/24/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
04/24/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
PW-Misc
Informational
04/24/2018
Jeremy Young 04/24/2018 1:33 PM Crew is continuing the mass grading on the site today. They are working on the east and north side of the property.
PW-Misc
Informational
06/18/2018
Jeremy Young 06/18/2018 9:13 AM Crew is on site beginning the final grading process for the curbs and street. They will continue.
Grading/Excavation/Fill Inspection Partial 6/19/2018 at 9:45 AM 06/19/2018
PW-Misc
Informational
06/18/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
06/18/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
06/18/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
PW-Misc
Informational
06/18/2018
Jeremy Young 04/24/2018 1:33 PM Crew is continuing the mass grading on the site today. They are working on the east and north side of the property.
PW-Misc
Informational
06/18/2018
Jeremy Young 06/18/2018 9:13 AM Crew is on site beginning the final grading process for the curbs and street. They will continue.
PW-Misc
Informational
06/19/2018
Jeremy Young 06/19/2018 10:27 AM Crew is working on the final grading of the site prior to sub grade stabilization.
Erosion Control Inspection Failed 6/20/2018 at 3:10 PM 06/20/2018
PW-Misc
Informational
05/30/2018
Jeremy Young 04/09/2018 9:28 AM All ESC devices are intact and seem to be functioning properly. I have asked the crew to add gutter protection to the 2 inlets on Bluestone.
PW-Misc
Informational
05/30/2018
Jeremy Young 04/19/2018 3:38 PM All ESC devices appear to be intact and working properly. All silt fences and mulch is intact.
PW-Misc
Informational
05/30/2018
Jeremy Young 04/26/2018 3:41 PM Please add csome mulch to the east side of the road on Bluestone. There was some utility work done and the ESC needs to be put back.
PW-Misc
Informational
05/30/2018
Jeremy Young 05/03/2018 2:00 PM All ESC devices are present and working properly. Please add some mulch to the east side of Bluestone Dr.
PW-Devices for Erosion and Sediment Control
Informational
05/30/2018
There are problems with the erosion control devices on your site. The silt fence on the north side of the property and west of Seneca Terr is down in several places. Please staple back into place. The mulch berms are intact and working properly.
PW-Devices for Erosion and Sediment Control
Informational
06/20/2018
Jeremy Young 06/20/2018 3:15 PM There are problems with the erosion control devices on your site. The ESC devices on the north side of the property west of Seneca Terr are currently on the ground and need to be set back into place. They cannot perform the intended function in the current state. The ESC devices are not present for the north side of the property east of Bluestone. Please add the ESC devices along with the gutter buddies north of the construction on Bluestone.
Grading/Excavation/Fill Inspection Partial 6/27/2018 at 9:45 AM 06/27/2018
PW-Misc
Informational
06/19/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
06/19/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
06/19/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
PW-Misc
Informational
06/19/2018
Jeremy Young 04/24/2018 1:33 PM Crew is continuing the mass grading on the site today. They are working on the east and north side of the property.
PW-Misc
Informational
06/19/2018
Jeremy Young 06/18/2018 9:13 AM Crew is on site beginning the final grading process for the curbs and street. They will continue.
PW-Misc
Informational
06/19/2018
Jeremy Young 06/19/2018 10:27 AM Crew is working on the final grading of the site prior to sub grade stabilization.
PW-Misc
Informational
06/27/2018
Jeremy Young 06/27/2018 9:54 AM Crew is grading on Catalina Dr for the Fly Ash stabilization.
Grading/Excavation/Fill Inspection Partial 6/28/2018 at 9:00 AM 06/28/2018
PW-Misc
Informational
06/27/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
06/27/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
06/27/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
PW-Misc
Informational
06/27/2018
Jeremy Young 04/24/2018 1:33 PM Crew is continuing the mass grading on the site today. They are working on the east and north side of the property.
PW-Misc
Informational
06/27/2018
Jeremy Young 06/18/2018 9:13 AM Crew is on site beginning the final grading process for the curbs and street. They will continue.
PW-Misc
Informational
06/27/2018
Jeremy Young 06/19/2018 10:27 AM Crew is working on the final grading of the site prior to sub grade stabilization.
PW-Misc
Informational
06/27/2018
Jeremy Young 06/27/2018 9:54 AM Crew is grading on Catalina Dr for the Fly Ash stabilization.
PW-Misc
Informational
06/28/2018
Jeremy Young 06/28/2018 9:17 AM Crew is working on the final grading before the sub grade stabilization begins tomorrow. They are working on Catalina Ave.
Pavement-Stabilized Subgrade Partial 7/5/2018 at 8:00 AM 07/05/2018
PW-Misc
Informational
07/05/2018
Last Friday the contractors tilled 9" deep with fly ash for the subgrade, they kept it we with water as they were tilling it in. It sat over the weekend and we did a proofroll on Monday afternoon. On tuesday the 3rd they brought in MO-type 5, they are installing 6" of that, today they brought in more and by the end of the day they were almost finished.Steve Robbins 07/05/2018 3:36 PM
Pavement-Proof Roll Partial 7/5/2018 07/05/2018
PW-Misc
Informational
07/05/2018
The proofroll for the fly ash subgrade was done on Monday July 2. Everything has passed, we still have to do another proofroll after the MO -type 5 has been installed and one for the curb.Steve Robbins 07/05/2018 3:41 PM
Pavement-Stabilized Subgrade Passed 7/6/2018 07/09/2018
PW-Misc
Informational
07/05/2018
Last Friday the contractors tilled 9" deep with fly ash for the subgrade, they kept it we with water as they were tilling it in. It sat over the weekend and we did a proofroll on Monday afternoon. On tuesday the 3rd they brought in MO-type 5, they are installing 6" of that, today they brought in more and by the end of the day they were almost finished.Steve Robbins 07/05/2018 3:36 PM
PW-Misc
Informational
07/09/2018
All the fly-ash has been installed and the next step is the proofroll for the sub-grade.
Curb - Proof Roll Passed 7/9/2018 at 10:30 AM 07/09/2018
PW-Misc
Informational
07/09/2018
This morning we did a proofroll for the curbs on all the streets. It had time to bake in the sun over the weekend and everything looked good. They still have a little bit of grading to do, otherwise they are ready for curbs in the morning.Steve Robbins 07/09/2018 3:42 PM
Public Curb Inspection Partial 7/10/2018 at 11:15 AM 07/10/2018
Informational
07/10/2018
Freedom is on site pouring the curbs, they are taking core samples and they are spraying white cure on the curbs. They are also doing the storm box throats as they are going. I am coming back around 2:30 to collect the concrete tickets.Steve Robbins 07/10/2018 12:04 PM
Public Curb Inspection Partial 7/11/2018 at 9:30 AM 07/11/2018
Corrective Action Required
07/11/2018
This morning Freedom finish pouring the curbs. I have all the concrete tickets. They are going to come back in the morning and grout some of the storm boxes that have some honey comb. Steve Robbins 07/11/2018 1:49 PM
Public Curb Inspection Partial 7/12/2018 at 9:00 AM 07/12/2018
Informational
07/12/2018
There is no one here today, I still need to get the core sample results back for the curbs. They are also going to come back and grout the honeycomb areas.Steve Robbins 07/12/2018 9:08 AM
Public Curb Inspection Partial 7/13/2018 at 11:30 AM 07/13/2018
Informational
07/13/2018
The Freedom Concrete was out today grouting the back of the storm boxes that needed grouted from the honeycomb. They were also grouting the inside fo the storm boxes.Steve Robbins 07/13/2018 11:57 AM
Sanitary Sewer Construction Inspection Passed 7/12/2018 07/13/2018
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/20/2018 11:23 AM Contractor has begun working on Sanitary Line C. They have run approximately 50' of line. There is at least 6" of rock surrounding the sanitary line. The pipe is SDR-26 and Manufactured within the last year. The pipe size is 8".
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/21/2018 12:53 PM John DiMauro and I met with the contractor. The crew was working on sanitary line C. They were connecting to manhole C-1. The 8" C-900 pipe had sufficient rock at least 6" surrounding the pipe. The box C-1 had at least 4" of rock below the bottom structure.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/22/2018 9:40 AM Contractor is working on sanitary sewer stubs for the Line C. They have 2 stubs for installation. Will inspect after WYE installation.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/22/2018 2:59 PM Contractor installed 2 Wye connections along with the tracer wire. The Wye connections were SDR 26 and the pipe was SDR 26. They Wye appeared to be put in the proper position. There was at least 6" of rock surrounding the pipe. The contractor is adding trench checks for the stubs which will be flowable fill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/23/2018 10:25 AM Contractor is working on sanitary sewer stub for lot. There is at least 6" of rock surrounding the pipe and the tracer wire is being run across the top of the pipe. They will continue.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/23/2018 2:40 PM Crew is continuing to install 8" line from manhole C-1. Crew installed approximately 30 feet of sanitary main. There is at least 6" of rock surrounding the pipe and the crew will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/28/2018 8:58 AM Crew is continuing work on sanitary line C. There is at least 6" of rock below and surrounding the pipe. They will be working toward MH C-2.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/28/2018 3:15 PM Contractor has added sanitary line to MH C-2. They have set the MH and had at least 6" of rock under the MH. They had at least 6" of rock surrounding the pipe. They were backfilling and compacting toward the MH.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/29/2018 9:45 AM John DiMauro and myself met with the contractor. They are installing Sanitary Main from MH C-2 to MH C-3. They have added the stub for building lot. There is sufficient rock bedding more than 6" surrounding the pipe. The tracer wire is present. They will be working to the MH.
PW-Main inspection
Informational
06/07/2018
8Jeremy Young 03/29/2018 1:52 PM John DiMauro and I were on site. The crew has added MH C-3 and tied into it. There is sufficient bedding material below the MH. They have installed 2 WYE connections for stubs. The tracer wire is present. There is at least 6" of material surrounding the pipe. They have poured the trench checks for the sanitary stubs in flowable fill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/29/2018 3:03 PM Crew is adding sanitary main from MH C-2. They have added approximately 40 feet from MH-2. There is at least 6" of rock bedding surrounding the pipe.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/30/2018 10:30 AM John DiMauro and I were on site. The crew was working on sanitary line D they have added 1 Wye connection along with the tracer wire. They have sufficient rock surrounding the pipe and WYE connection. They will pour trench checks this afternoon. The crew was working to uncover the existing MH for the sanitary line A. They will continue to uncover the MH.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 03/30/2018 3:10 PM John DiMauro and I were on site. The crew was pouring inverts for MH C-1, MH C-2, MH C-3. They were poured in KCMMB 4K mix. They are starting to backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/02/2018 9:05 AM John DiMauro and I were on site. The contractor is working on the sanitary line A. They are adding a trench box and setting up to core drill the existing manhole. The crew is also working on Sanitary Line D. They have sufficient rock covering the pipe at least 6". They will continue.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/02/2018 11:36 AM Crew is working on Sanitary line D. They are adding 2 WYE connections in line from MH D-1 to MH D-2. There is at least 6" of rock surrounding the pipe and the tracer wire has been installed. They will backfill. The crew has discovered a discrepancy between the plans and the % drop between MH D-1 and MH D-2. The plans call for a 1.41% drop and the calculations are approximately 2.1%. The crew is in the process of core drilling the existing MH 094-044. This will begin work on Line A.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/02/2018 1:35 PM Crew core drilled existing MH 09A-004. They have added the WYE connection for the sanitary stub to Lot 321. There is 4'2" between the WYE connection and the existing MH. There is at least 6" of rock surrounding the pipe. They will add trench check in flow fill and run the tracer wire. There are rings broken on the existing MH and the crew will replace them.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/02/2018 3:38 PM Crew was pouring trench checks for 3 sanitary stubs on line D and Line A. They will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/04/2018 9:49 AM Crew is working on Sanitary line D they have added 2 WYE connections which were close to minimum requirements for distance. They were able to keep the distances needed. They have added the sufficient rock surrounding the pipe. The tracer wire is present. They are working on Sanitary Line A. They have added 1 stub and have adjusted for the fire hydrant assembly. They have added sufficient rock and the tracer wire is present.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/04/2018 3:13 PM John DiMauro and I were on site. The crew was installing Sanitary Line A they have added 3 stubs and an adjustment for the fire hydrant. They have at least 6" of rock surrounding the pipe. They have installed the tracer wire and are installing the trench checks. The crew was working on Sanitary line D and they have installed 3 WYE connections. They have at least 6" of rock surrounding the pipe and the tracer wire is present on the stubs. They will add the trench checks today. They have placed MH D-2. They have at least 6" of rock under the MH. They will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/05/2018 9:45 AM Crew has started Sanitary Line B. They have uncovered the core drilled opening and beginning the connections.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/05/2018 4:22 PM Crew continued on Sanitary B line adding 3 WYE connections. They have at least 6" of rock surrounding the pipe. The tracer wire is present and the trench check was done with FLowable Fill. They will backfill. They crew continued on Sanitary Line A. They have added approximately 40' of pipe with 1 stub. They have sufficient rock surrounding the pipe. They tracer wire and trench checks are present. They will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/06/2018 10:18 AM Crew is continuing to work on Sanitary Line A and B. They have sufficient rock surrounding the pipe. They will continue work.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/06/2018 2:50 PM Crew is working on Sanitary Line A and B. They have installed approximately 60' on Line B and 40' on line A. They have installed 2 WYE connections on line B. There is sufficient rock covering the pipe. The trench checks and tracer wire are present. They will begin backfilling. They have installed 1 WYE connection on line A. There is sufficient rock covering the pipe. They have added the trench check and the tracer wire is present. They will backfill.
PW-Main inspection
Corrective Action Required
06/07/2018
Jeremy Young 04/09/2018 9:31 AM Crew is working on Sanitary Line B they have added approximately 20' of main this morning. They have also begun working on the next stub for the lot. The crew is working on line A also. They have added approximately 20' of pipe this morning.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/09/2018 3:33 PM Troy Thompson and I were on site. The crew was working on Sanitary Line B. They added approximately 40' of main and installed MH B-1. There was sufficient rock bedding for the MH. They had at least 4" of rock. They added 2 sanitary stubs. There was at least 6" of rock surrounding the pipe. They added the trench checks and the tracer wire was present. They will backfill. They crew was installing Sanitary Line A they added approximately 60' of pipe for the main. They also added MH A-1. There was sufficient rock bedding at least 4" and the pipe had at least 6" of rock surrounding the pipe. They added 1 sanitary stub. They have installed the trench check and the tracer wire was present. They will backfill.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/10/2018 10:54 AM Crew is continuing to work on Sanitary Line B. They have installed MH B-1 and are almost to MH B-2. They have added approximately 40' of pipe and 2 stubs. They have sufficient rock surrounding the pipe and are backfilling. They stubs have sufficient rock and the tracer wire is present. They will add the trench checks. The crew is working on Sanitary Line A they have installed MH A-1 and have added approximately 30' of main from the manhole. They have added 1 stub and there is sufficient rock and they tracer wire is present. They will add trench checks this afternoon. I have informed the crew to watch the backfill and the material around the MH.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 04/10/2018 3:25 PM Crew installed MH B-2. There was sufficient rock base below the MH. They also added 2 sanitary stubs. They have at least 6" of rock surrounding the pipe. The stubs have trench checks and tracer wires. They will backfill. Crew is working on line A they have added approximately 80' of pipe and 2 sanitary stubs. They have at least 6' of rock surrounding the pipes. They have trench checks and tracer wires for the stubs. They will backfill.
PW-Main inspection
Informational
06/07/2018
John DiMauro 04/11/2018 10:02 AM The crew on site installed the inverts for manholes B-1 & B-2. I verified the correct concrete type. The inverts appear to meet the city standards. The crew is working on setting MH B-3 at this time. There appears to be sufficient rock bedding. The crew is continuing the run for the sanitary Line A. I will return this afternoon for further inspection.
PW-Main inspection
Informational
06/07/2018
John DiMauro 04/12/2018 1:40 PM The sanitary sewer line installation is complete. The crew is going to pour the last of the inverts today. Once the inverts are poured the system will set for a minimum of thirty days from today's date before any testing of the system can begin. I will return tomorrow morning to verify that the inverts are installed to the city standards.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 06/07/2018 9:46 AM Water Dept has identified 3 sags in the sanitary line. They are 9a-015- 9a-018 - 147’- 158’ a .3° incline is holding 10% water 9a-015 – 9a-016 – 178’ – 185’ a 1.2° incline going into the manhole is holding water at 10% pipe 9a-014 – 09a-001 – 119’ – 127’ a 1.23° incline going into the manhole is holding water at 10% pipe The crew is on site working on correcting those sags.
PW-Main inspection
Informational
06/07/2018
Jeremy Young 06/07/2018 1:54 PM Crew has finished fixing the sags indicated by the water department. They have backfilled and the 30 day clock has started for re-inspection. Will be able to re-inspect on 7/7/18
PW-Sanitary Sewer Testing
Informational
07/13/2018
The water dept. emailed and said the sags have been corrected and the camera test has passed.Steve Robbins 07/13/2018 12:06 PM
Pavement-Aggregate Base Partial 7/16/2018 at 8:15 AM 07/16/2018
Informational
07/16/2018
This morning we did a string line inspection of the subgrade to make sure we get a sufficient amout of asphalt. There were a few spots this morning that were not sufficient, They are still doing a few touch-ups. I will re-check at the end of the day.Steve Robbins 07/16/2018 2:02 PM
Pavement-Proof Roll Passed 7/16/2018 at 12:45 PM 07/16/2018
PW-Misc
Informational
07/05/2018
The proofroll for the fly ash subgrade was done on Monday July 2. Everything has passed, we still have to do another proofroll after the MO -type 5 has been installed and one for the curb.Steve Robbins 07/05/2018 3:41 PM
PW-Misc
Informational
07/16/2018
This afternoon we are finishing up the proofroll before the ashphalt goes in. It appears to be in very good conditon. The subgrade has been baking in the sun for several days and appears to be very hard.Steve Robbins 07/16/2018 2:27 PM
Pavement-Aggregate Base Passed 7/17/2018 at 9:00 AM 07/18/2018
Informational
07/18/2018
All the string line has been done and they corrected the few that were a little high. They are installing base asphalt this morning.
Pavement-Surface Partial 7/17/2018 07/18/2018
PW-Misc
Informational
07/18/2018
Today they installed all the base for the streets, they had one collector street and the rest were residential. All the base was installed today. The tests were taken but I did not get results yet.
Water Line - Construction Inspection Partial 8/3/2018 at 11:40 AM 08/03/2018
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 10:29 AM Crew began construction on Water Line 3. They have only added the road crossing for Seneca Terr. They have added the cross on the east side of the road and 2 valves. They have poly wrapped the valves and the crosses. They have at least 6" of rock surrounding the pipe and will flowable fill the street crossing. The tracer wire is present and wrapped around the valves for now.
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 1:39 PM Crew is adding the street crossing for Line 1 and Line 3. They have added the 8x8 tee (cross) they have wrapped the valve and tee in 12 mil poly wrap. They have added at least 6" of rock surrounding the pipe and are going to flowable fill the street crossing. The tracer wire is present and wrapped around the valve.
PW-Main inspection
Informational
05/01/2018
Jeremy Young 05/01/2018 2:52 PM Crew has added the flowable fill for the Line 1 and 3 crossing and the line 3 crossing.
PW-Main inspection
Informational
08/03/2018
They have made a connection to the road crossing at seneca and parkridge dr. they came down seneca to the corner of catilina and connected to the valve there. they are now working there way to catilna and bluestone. There are 4 22.5 on catilna and 2 fire hydrants have been installed. they are planning on pouring all the thrust blocks when they are finished.Steve Robbins 08/03/2018 12:28 PM
Water Line - Construction Inspection Partial 8/6/2018 at 9:15 AM 08/06/2018
PW-Main inspection
Informational
08/03/2018
Jeremy Young 05/01/2018 10:29 AM Crew began construction on Water Line 3. They have only added the road crossing for Seneca Terr. They have added the cross on the east side of the road and 2 valves. They have poly wrapped the valves and the crosses. They have at least 6" of rock surrounding the pipe and will flowable fill the street crossing. The tracer wire is present and wrapped around the valves for now.
PW-Main inspection
Informational
08/03/2018
Jeremy Young 05/01/2018 1:39 PM Crew is adding the street crossing for Line 1 and Line 3. They have added the 8x8 tee (cross) they have wrapped the valve and tee in 12 mil poly wrap. They have added at least 6" of rock surrounding the pipe and are going to flowable fill the street crossing. The tracer wire is present and wrapped around the valve.
PW-Main inspection
Informational
08/03/2018
Jeremy Young 05/01/2018 2:52 PM Crew has added the flowable fill for the Line 1 and 3 crossing and the line 3 crossing.
PW-Main inspection
Informational
08/03/2018
They have made a connection to the road crossing at seneca and parkridge dr. they came down seneca to the corner of catilina and connected to the valve there. they are now working there way to catilna and bluestone. There are 4 22.5 on catilna and 2 fire hydrants have been installed. they are planning on pouring all the thrust blocks when they are finished.Steve Robbins 08/03/2018 12:28 PM
PW-Main inspection
Informational
08/06/2018
They have installed the valves on bluestone and a fire hydrant and are coming down bluestone to the next crossing. The plans call for 2 valves at the corner and one on the other side of the street. John Jackson is working with me and he is going to talk to gene to see if both valves are required. We told them to plan on doing it by the plans unless we get back with him.Steve Robbins 08/06/2018 10:16 AM
Pavement-Surface Passed 8/13/2018 at 7:00 AM 08/13/2018
PW-Misc
Informational
08/13/2018
All of the base asphalt has been installed and appears to meet all city standards. The asphalt was installed back in july.Steve Robbins 08/13/2018 7:18 AM
Street - Surface Course Passed 8/13/2018 at 7:05 AM 08/13/2018
PW-Misc
Informational
08/13/2018
All the surface has been installed and appears to be up to the city standards. I have all the reciepts.
Water Line - Construction Inspection Partial 8/13/2018 at 7:20 AM 08/13/2018
PW-Main inspection
Informational
08/06/2018
Jeremy Young 05/01/2018 10:29 AM Crew began construction on Water Line 3. They have only added the road crossing for Seneca Terr. They have added the cross on the east side of the road and 2 valves. They have poly wrapped the valves and the crosses. They have at least 6" of rock surrounding the pipe and will flowable fill the street crossing. The tracer wire is present and wrapped around the valves for now.
PW-Main inspection
Informational
08/06/2018
Jeremy Young 05/01/2018 1:39 PM Crew is adding the street crossing for Line 1 and Line 3. They have added the 8x8 tee (cross) they have wrapped the valve and tee in 12 mil poly wrap. They have added at least 6" of rock surrounding the pipe and are going to flowable fill the street crossing. The tracer wire is present and wrapped around the valve.
PW-Main inspection
Informational
08/06/2018
Jeremy Young 05/01/2018 2:52 PM Crew has added the flowable fill for the Line 1 and 3 crossing and the line 3 crossing.
PW-Main inspection
Informational
08/06/2018
They have made a connection to the road crossing at seneca and parkridge dr. they came down seneca to the corner of catilina and connected to the valve there. they are now working there way to catilna and bluestone. There are 4 22.5 on catilna and 2 fire hydrants have been installed. they are planning on pouring all the thrust blocks when they are finished.Steve Robbins 08/03/2018 12:28 PM
PW-Main inspection
Informational
08/06/2018
They have installed the valves on bluestone and a fire hydrant and are coming down bluestone to the next crossing. The plans call for 2 valves at the corner and one on the other side of the street. John Jackson is working with me and he is going to talk to gene to see if both valves are required. We told them to plan on doing it by the plans unless we get back with him.Steve Robbins 08/06/2018 10:16 AM
PW-Main inspection
Informational
08/13/2018
The water line on seneca and park ridge dr. had a few issues with coverage and distance between sewer and storm clearance. I spoke with Gene Williams about the crossing clearance, we got approximately 28" of clearance on the sewer and we got approximatley 14" of clearance for the storm. The contractors will be finishing up the waterline and pouring the final thrust blocks and straddle blocks. They are also having the water dept come out to do construction taps this morning.Steve Robbins 08/13/2018 7:35 AM
Pavement-Surface Passed 8/6/2018 08/13/2018
PW-Misc
Informational
07/18/2018
Today they installed all the base for the streets, they had one collector street and the rest were residential. All the base was installed today. The tests were taken but I did not get results yet.
Site Visit Complete 08/13/2018
PW-Misc
Informational
03/26/2018
Jeremy Young 03/12/2018 10:57 AM John DiMauro and myself met with the contractor to make introductions. The contractor is clearing dirt and rock for storm line installation. This should begin tomorrow.
PW-Misc
Informational
03/26/2018
Jeremy Young 03/13/2018 10:34 AM Met with contractor. They are moving rock and debris from the site. Still waiting on revisions for the storm line. Once the plans come in they will begin the 100 storm line from the pond out.
PW-Misc
Informational
03/26/2018
John DiMauro 03/14/2018 3:18 PM I met with the contractor on site to deliver the plans for the sanitary phase of the project and I got the sanitary permit signed.
Public Curb Inspection Passed 8/13/2018 at 7:40 AM 08/13/2018
Informational
08/13/2018
All the curbs have been installed and the storm boxes have been grouted , everything appears to be up the standards of the city.Steve Robbins 08/13/2018 7:47 AM
Water - Material Verification Passed 8/15/2018 08/15/2018
Water Line - Construction Inspection Passed 8/20/2018 at 9:00 AM 08/20/2018
PW-Main inspection
Informational
08/13/2018
Jeremy Young 05/01/2018 10:29 AM Crew began construction on Water Line 3. They have only added the road crossing for Seneca Terr. They have added the cross on the east side of the road and 2 valves. They have poly wrapped the valves and the crosses. They have at least 6" of rock surrounding the pipe and will flowable fill the street crossing. The tracer wire is present and wrapped around the valves for now.
PW-Main inspection
Informational
08/13/2018
Jeremy Young 05/01/2018 1:39 PM Crew is adding the street crossing for Line 1 and Line 3. They have added the 8x8 tee (cross) they have wrapped the valve and tee in 12 mil poly wrap. They have added at least 6" of rock surrounding the pipe and are going to flowable fill the street crossing. The tracer wire is present and wrapped around the valve.
PW-Main inspection
Informational
08/13/2018
Jeremy Young 05/01/2018 2:52 PM Crew has added the flowable fill for the Line 1 and 3 crossing and the line 3 crossing.
PW-Main inspection
Informational
08/13/2018
They have made a connection to the road crossing at seneca and parkridge dr. they came down seneca to the corner of catilina and connected to the valve there. they are now working there way to catilna and bluestone. There are 4 22.5 on catilna and 2 fire hydrants have been installed. they are planning on pouring all the thrust blocks when they are finished.Steve Robbins 08/03/2018 12:28 PM
PW-Main inspection
Informational
08/13/2018
They have installed the valves on bluestone and a fire hydrant and are coming down bluestone to the next crossing. The plans call for 2 valves at the corner and one on the other side of the street. John Jackson is working with me and he is going to talk to gene to see if both valves are required. We told them to plan on doing it by the plans unless we get back with him.Steve Robbins 08/06/2018 10:16 AM
PW-Main inspection
Informational
08/13/2018
The water line on seneca and park ridge dr. had a few issues with coverage and distance between sewer and storm clearance. I spoke with Gene Williams about the crossing clearance, we got approximately 28" of clearance on the sewer and we got approximatley 14" of clearance for the storm. The contractors will be finishing up the waterline and pouring the final thrust blocks and straddle blocks. They are also having the water dept come out to do construction taps this morning.Steve Robbins 08/13/2018 7:35 AM
PW-Main inspection
Informational
08/20/2018
Steve Robbins 08/20/2018 3:27 PMThe 8" water main has been completely installed. All the fire hydrants and valves have been installed. We are still doing the pressure testing and coliform tests.
Water Line - Hydrostatic Test Failed 8/17/2018 at 8:00 AM 08/20/2018
PW-Misc
Informational
08/20/2018
John Jackson has been working out here. He issued a hydrostatic pressure test on 8/16 and 8/17 and both times they failed.Steve Robbins 08/20/2018 3:30 PM
Water - Material Verification Passed 8/2/2018 08/21/2018
Informational
08/21/2018
All the water material for the water line installation , pipe, valves, gate valves, etc appear to all be on the approved product list.Steve Robbins 08/21/2018 1:17 PM
Water Line - Coliform Test 1 Partial 8/27/2018 at 8:08 AM 08/27/2018
PW-Misc
Informational
08/27/2018
The water main was flushed and chorinated on friday the 8/24. Today we have de-chlorinated the water line and flushed it. It will sit for 24 hrs over night and we will begin sampling in the morning. The water dept. has been out and completed the water taps.After de-chorinating with the tablets i had them do another high velocity flush.
Water Line - Hydrostatic Test Passed 8/21/2018 at 12:40 PM 08/30/2018
PW-Misc
Informational
08/20/2018
John Jackson has been working out here. He issued a hydrostatic pressure test on 8/16 and 8/17 and both times they failed.Steve Robbins 08/20/2018 3:30 PM
PW-Misc
Informational
08/30/2018
The hydrostatic pressure test for the 8" water main has now passed.Steve Robbins 08/30/2018 9:43 AM
Water Line - Coliform Test 1 Partial 8/30/2018 at 8:45 AM 08/30/2018
PW-Misc
Informational
08/27/2018
The water main was flushed and chorinated on friday the 8/24. Today we have de-chlorinated the water line and flushed it. It will sit for 24 hrs over night and we will begin sampling in the morning. The water dept. has been out and completed the water taps.After de-chorinating with the tablets i had them do another high velocity flush.
Informational
08/30/2018
On 8/28 we took the first round of samples to the Blue valley lab. The first round passed and yesterday on 8/29 we took the second round of samples to the lab. I should have some results late this afternoon.Steve Robbins 08/30/2018 9:50 AM
Grading/Excavation/Fill Inspection Partial 8/30/2018 at 9:00 AM 08/30/2018
PW-Misc
Informational
06/28/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
06/28/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
06/28/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
PW-Misc
Informational
06/28/2018
Jeremy Young 04/24/2018 1:33 PM Crew is continuing the mass grading on the site today. They are working on the east and north side of the property.
PW-Misc
Informational
06/28/2018
Jeremy Young 06/18/2018 9:13 AM Crew is on site beginning the final grading process for the curbs and street. They will continue.
PW-Misc
Informational
06/28/2018
Jeremy Young 06/19/2018 10:27 AM Crew is working on the final grading of the site prior to sub grade stabilization.
PW-Misc
Informational
06/28/2018
Jeremy Young 06/27/2018 9:54 AM Crew is grading on Catalina Dr for the Fly Ash stabilization.
PW-Misc
Informational
06/28/2018
Jeremy Young 06/28/2018 9:17 AM Crew is working on the final grading before the sub grade stabilization begins tomorrow. They are working on Catalina Ave.
Informational
08/30/2018
The contractors have been doing their final grading for the site, they have not been able to completely finish because they havent finished the water sampling yet.Steve Robbins 08/30/2018 9:54 AM
Water Line - Coliform Test 1 Passed 9/4/2018 at 9:00 AM 09/04/2018
Informational
09/04/2018
The water samples for this project have been passed. We had samples from 5 different locations ans they had 2 straight days of passing tests.Steve Robbins 09/04/2018 9:42 AM
Water Line - Construction Taps Removed Passed 9/4/2018 at 9:30 AM 09/04/2018
Informational
09/04/2018
The water dept. had come out and did the taps for the 5 places we were taking samples. They had also given the contractor the plugs for the taps. These have all been installed and have been completed and backfilled with rock and dirt.Steve Robbins 09/04/2018 9:50 AM
ADA Inspection Failed 9/13/2018 at 10:30 AM 09/13/2018
Informational
09/13/2018
On monday the 10th Freedom Concrete came out and formed ADA ramps on the corners of the streets in the subdivision. They were in a hurry so I was trying to keep up with them. After they were poured I went out to the site with Bob, Matt, Joe , John and Ron. When we put our level on the ADA there were several that do not pass city standards. I spoke with Dustin from Walters Construction and he said Marty from Freedom will get in contact with me.Steve Robbins 09/13/2018 3:04 PM
ADA Inspection Passed 9/26/2018 at 2:00 PM 09/27/2018
Resolved
09/27/2018
Marty from Freedom called and let me know they were working on the ADA ramps that failed. They came out on 9/24 and made the correction. I put the level on the corrected ramps and everything appears to be up to city standards after they tore out and replaced.Steve Robbins 09/27/2018 10:04 AM
Grading/Excavation/Fill Inspection Partial 10/4/2018 at 9:00 AM 10/12/2018
PW-Misc
Informational
08/30/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
08/30/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
08/30/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
PW-Misc
Informational
08/30/2018
Jeremy Young 04/24/2018 1:33 PM Crew is continuing the mass grading on the site today. They are working on the east and north side of the property.
PW-Misc
Informational
08/30/2018
Jeremy Young 06/18/2018 9:13 AM Crew is on site beginning the final grading process for the curbs and street. They will continue.
PW-Misc
Informational
08/30/2018
Jeremy Young 06/19/2018 10:27 AM Crew is working on the final grading of the site prior to sub grade stabilization.
PW-Misc
Informational
08/30/2018
Jeremy Young 06/27/2018 9:54 AM Crew is grading on Catalina Dr for the Fly Ash stabilization.
Informational
10/12/2018
We had a meeting with the developer , contractor, Steven , and Kent. The grading on the lots backing up to the pool and everything o that street has not been graded according to the plans. After our discussion is was decided that they would level out those back lots and clean up the berms. They will be able to get a substantial for all the other lots but not these until the final grading has been completed.Steve Robbins 10/12/2018 1:26 PM
Storm - Swales Passed 10/16/2018
Storm - Inlets Clean Passed 10/16/2018 10/16/2018
Curb - Compression Strength Passed 10/16/2018
Install Street and Stop Signs Passed 10/16/2018 at 11:00 AM 10/16/2018
Informational
10/16/2018
All the street sign and stop signs have been installed with tel-spar posts and retro-reflective 9" street signs. The end of road object marker signs have also been installed. OM-3.Steve Robbins 10/16/2018 2:09 PM
Sanitary Sewer - Invert Passed 10/16/2018 10/16/2018
Storm - Material Verification Passed 10/16/2018
Storm - Rip Rap Passed 10/30/2018 10/16/2018
Grading/Excavation/Fill Inspection Passed 10/18/2018 10/26/2018
PW-Misc
Informational
10/12/2018
Jeremy Young 04/19/2018 3:23 PM Crew has begun the mass grading on the site. They are working on the north side of the site adding dirt.
PW-Misc
Informational
10/12/2018
Jeremy Young 04/20/2018 9:47 AM John DiMauro and I were on site. The crew is still grading and filling around the site.
PW-Misc
Informational
10/12/2018
Jeremy Young 04/23/2018 11:10 AM Crew is mass grading the site for streets.
PW-Misc
Informational
10/12/2018
Jeremy Young 04/24/2018 1:33 PM Crew is continuing the mass grading on the site today. They are working on the east and north side of the property.
PW-Misc
Informational
10/12/2018
Jeremy Young 06/18/2018 9:13 AM Crew is on site beginning the final grading process for the curbs and street. They will continue.
PW-Misc
Informational
10/12/2018
Jeremy Young 06/19/2018 10:27 AM Crew is working on the final grading of the site prior to sub grade stabilization.
PW-Misc
Informational
10/26/2018
The Walters construction has finished the final as graded for the project. We first gave substantial for all lots except 312-320. They have now finished lots 312-320. We are now waiting on the final as- graded for substantial.Steve Robbins 10/26/2018 7:35 AM
Storm - Pipe Passed 11/01/2018
PW-Misc
Informational
04/19/2018
Jeremy Young 03/20/2018 11:29 AM Contractor is working on Storm Line 1 and continuing from Field inlet 1-3. They have placed approximately 80' of pipe with 6" of rock surrounding the pipe. They will start backfilling this afternoon.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/21/2018 4:04 PM Contractor placed pipe between field inlet 1-3 and 1-4 and 1-5. the inverts for 1-4 and 1-5 were poured in 3500 mix. This is not allowed per city standards. Spoke with our staff and they are allowed to keep the inverts for the structures. From here on they are required to follow the city standards for construction. Between box 1-4 and 1-5 the contractor has poured flowable fill in the street crossing. they will continue.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/22/2018 9:32 AM Contractor installing 36" HDPE pipe from curb inlet 1-5. They have installed approximately 40' from inlet. They have at least 6" of rock surrounding the pipe. The joints are being lubed before installation. They are backfilling and compacting as they go.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/22/2018 2:53 PM Contractor continuing to install storm line 1. They have installed 2 sticks of pipe. There is at least 6" of rock surrounding the pipe. Contractor will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/23/2018 10:21 AM Contractor adding HDPE pipe 36" to FI 1-6. They will be setting the FI 1-6. There is sufficient rock at least 6" surrounding the pipe. The contractor will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/23/2018 2:45 PM Crew is continuing to install storm pipe to FI 1-6. They have set FI 1-6. There was at least 4" of bedding material under the box. They will install pipe and pour collars and inverts for the inlet. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/28/2018 9:04 AM Crew is working on Storm Line 1 and 2. They have installed FI 1-6 and poured the inverts for the box. They are currently working down Line 2 from the FI. There is at least 6" of rock surrounding the pipe.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/28/2018 3:34 PM Contractor is working from FI 1-6 down Line 2. They have installed approximately 40' of HDPE. They have added at least 6" of rock around the pipe and are backfilling.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/29/2018 9:51 AM Contractor has installed pipe for Line 2. They are going to set FI 2-1. There is sufficient rock bedding of at least 4".
PW-Misc
Informational
04/19/2018
Jeremy Young 03/29/2018 1:58 PM John DiMauro and I were on site. The crew has installed the FI 1-7 and run the pipe to the box. They are continuing the pipe for Line 2. There is sufficient bedding material surrounding the pipe. They will begin to backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/29/2018 3:08 PM Contractor is adding Storm Line 2. They have added approximately 80' of storm pipe from FI 1-7. They have sufficient rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 03/30/2018 3:05 PM John DiMauro and I were on site. The crew was pouring inverts and collars for FI- 1-6, FI - 2-1, and FI 2-2 were poured and formed. They used KCMMB 4k mix. They will backfill today.
PW-Misc
Informational
04/19/2018
John DiMauro 04/16/2018 3:23 PM This morning the crew on site was starting construction on the storm sewer line.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/17/2018 10:08 AM Crew is working on Line 1. They have installed CI-1-7 and CI 1-8. They have poured the inverts and collars for the pipe between the CI. They are working on the pipe between CI 1-8 and 1-9. They have at least 6" of rock surrounding the pipe and they are backfilling.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/17/2018 1:55 PM John DiMauro and I were on site. The crew finished adding the pipe between CI 1-8 and CI 1-9. They have added CI 1-10 and the pipe between it. They have at least 6" of rock surrounding the pipe. The CI have at least 4" of rock bedding below the box. They have added the flowable fill between CI 1-7 and CI 1-8. They will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/18/2018 9:25 AM John DiMauro and I were on site. The crew was installing CI 3-1 and CI 3-2. They added the pipe between the boxes. They have at least 6" of rock surrounding the pipe and at least 4" rock bedding below the CI. They will add flowable fill and backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/18/2018 1:38 PM John DiMauro and I were on site. The crew was adding flowable fill to the street crossing for CI 3-1 and 3-2. They will backfill. The crew was running pipe between FI 2-2 and the CI 2-3 and 2-4. They have at least 6" of rock surrounding the pipe. They will backfill.
PW-Misc
Informational
04/19/2018
Jeremy Young 04/19/2018 9:14 AM John DiMauro and I were on site. The crew was pouring inverts for the CI 2-3 and CI 2-4. They were poured in KCMMB 4K mix as required. The contractor has flowable fill for the street crossing between the CI. They will begin the site grading after the fill is in place.
Erosion Control Inspection Failed 5/8/2019 at 8:00 AM 05/08/2019
PW-Devices for Erosion and Sediment Control
Corrective Action Required
05/08/2019
There are problems with the erosion control devices on your site. Please take a look at the silt on the road and the silt in the gutter buddies throughout the 6 th plat.Steve Robbins 05/08/2019 8:36 AM
Erosion Control Inspection Passed 5/15/2019 12/04/2019
PW-Devices for Erosion and Sediment Control
Corrective Action Required
05/08/2019
There are problems with the erosion control devices on your site. Please take a look at the silt on the road and the silt in the gutter buddies throughout the 6 th plat.Steve Robbins 05/08/2019 8:36 AM
ESC - (Vegetation/Ground Cover) Passed 6/12/2019 12/04/2019
Documents & Images
Date Uploaded File Type Document Name
02/22/2018 Receipt Receipt for transaction: 2018-000628
02/26/2018 Letter DE-Permit
02/26/2018 Park Ridge 6th Signed Permit Grading
02/27/2018 Letter DE-Daily Inspection Summary
03/08/2018 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-Permit
03/14/2018 Letter DE-Daily Inspection Summary
03/19/2018 Park Ridge 6th Updated Permit
03/19/2018 Letter DE-Daily Inspection Summary
03/20/2018 Letter DE-Daily Inspection Summary
03/20/2018 Letter DE-Daily Inspection Summary
03/21/2018 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
03/22/2018 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
03/23/2018 Letter DE-Daily Inspection Summary
03/27/2018 Letter DE-Daily Inspection Summary
03/28/2018 Letter DE-Daily Inspection Summary
03/28/2018 Letter DE-Daily Inspection Summary
03/28/2018 Letter DE-Daily Inspection Summary
03/28/2018 Letter DE-Daily Inspection Summary
03/29/2018 Letter DE-Daily Inspection Summary
03/29/2018 Letter DE-Daily Inspection Summary
03/29/2018 Letter DE-Daily Inspection Summary
03/29/2018 Letter DE-Daily Inspection Summary
03/29/2018 Letter DE-Daily Inspection Summary
03/29/2018 Letter DE-Daily Inspection Summary
03/30/2018 Letter DE-Daily Inspection Summary
03/30/2018 Letter DE-Daily Inspection Summary
03/30/2018 Letter DE-Daily Inspection Summary
04/02/2018 Letter DE-Daily Inspection Summary
04/02/2018 Letter DE-Daily Inspection Summary
04/02/2018 Letter DE-Daily Inspection Summary
04/02/2018 Letter DE-Daily Inspection Summary
04/02/2018 Letter DE-Daily Inspection Summary
04/03/2018 Park Ridge 6th Submitals
04/04/2018 Letter DE-Daily Inspection Summary
04/04/2018 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
04/06/2018 Letter DE-Daily Inspection Summary
04/09/2018 Letter DE-Daily Inspection Summary
04/09/2018 Letter DE-Daily Inspection Summary
04/09/2018 Letter DE-Daily Inspection Summary
04/10/2018 Letter DE-Daily Inspection Summary
04/10/2018 Letter DE-Daily Inspection Summary
04/11/2018 Letter DE-Daily Inspection Summary
04/12/2018 Letter DE-Daily Inspection Summary
04/16/2018 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
04/18/2018 Park Ridge 6th Compaction Report Sanitary
04/18/2018 Park Ridge 6ht Compaction Sanitary 2
04/18/2018 Letter DE-Daily Inspection Summary
04/19/2018 Letter DE-Daily Inspection Summary
04/19/2018 Letter DE-Daily Inspection Summary
04/19/2018 Letter DE-Daily Inspection Summary
04/20/2018 Letter DE-Daily Inspection Summary
04/23/2018 Letter DE-Daily Inspection Summary
04/24/2018 Letter DE-Daily Inspection Summary
04/26/2018 Letter DE-Daily Inspection Summary
04/30/2018 Letter DE-Daily Inspection Summary
05/01/2018 Letter DE-Daily Inspection Summary
05/01/2018 Letter DE-Daily Inspection Summary
05/01/2018 Letter DE-Daily Inspection Summary
05/03/2018 Letter DE-Daily Inspection Summary
05/17/2018 Letter DE-Daily Inspection Summary
05/30/2018 Letter DE-Daily Inspection Summary
06/07/2018 Letter DE-Daily Inspection Summary
06/07/2018 Letter DE-Daily Inspection Summary
06/18/2018 Letter DE-Daily Inspection Summary
06/19/2018 Letter DE-Daily Inspection Summary
06/20/2018 Letter DE-Daily Inspection Summary
06/26/2018 6817 Proctor
06/26/2018 6818 Proctor
06/26/2018 6819 Proctor
06/26/2018 6820 Proctor
06/27/2018 Letter DE-Daily Inspection Summary
06/28/2018 Letter DE-Daily Inspection Summary
07/05/2018 Letter DE-Daily Inspection Summary
07/05/2018 Letter DE-Daily Inspection Summary
07/09/2018 Letter DE-Daily Inspection Summary
07/09/2018 Letter DE-Daily Inspection Summary
07/09/2018 Letter DE-Daily Inspection Summary
07/11/2018 Letter DE-Daily Inspection Summary
07/12/2018 Letter DE-Daily Inspection Summary
07/13/2018 Letter DE-Daily Inspection Summary
07/13/2018 Letter DE-Daily Inspection Summary
07/16/2018 Letter DE-Daily Inspection Summary
07/16/2018 Letter DE-Daily Inspection Summary
07/18/2018 Letter DE-Daily Inspection Summary
07/18/2018 Letter DE-Daily Inspection Summary
08/03/2018 Letter DE-Daily Inspection Summary
08/06/2018 Letter DE-Daily Inspection Summary
08/13/2018 Letter DE-Daily Inspection Summary
08/13/2018 Letter DE-Daily Inspection Summary
08/13/2018 Letter DE-Daily Inspection Summary
08/13/2018 Letter DE-Daily Inspection Summary
08/20/2018 Letter DE-Daily Inspection Summary
08/20/2018 Letter DE-Daily Inspection Summary
08/21/2018 Letter DE-Daily Inspection Summary
08/27/2018 Letter DE-Daily Inspection Summary
08/30/2018 Letter DE-Daily Inspection Summary
08/30/2018 Letter DE-Daily Inspection Summary
08/30/2018 Letter DE-Daily Inspection Summary
08/30/2018 Letter DE-Daily Inspection Summary
09/04/2018 Letter DE-Daily Inspection Summary
09/13/2018 Letter DE-Daily Inspection Summary
09/27/2018 Letter DE-Daily Inspection Summary
10/12/2018 Letter DE-Daily Inspection Summary
10/16/2018 Letter DE-Daily Inspection Summary
10/16/2018 Letter DE-Certificate of Substantial Completion Multiple Lot
10/16/2018 Letter DE-Punch List
10/17/2018 Park Ridge 6Th Plat Partial Substantial Completion and Punch List
10/26/2018 Letter DE-Daily Inspection Summary
03/08/2019 Park Ridge Water Samples.
03/08/2019 Letter DE-Punch List
03/08/2019 Letter DE-Certificate of Substantial Completion Single Lot
03/11/2019 Park Ridge Substantial and Punch signed.
05/08/2019 Letter DE-Daily Inspection Summary
02/25/2020 Letter DOC022520-02252020154101
03/05/2020 Letter DE-Certificate of Final Acceptance (Commercial)
03/05/2020 Park Ridge 6th Plat Final Acceptance
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