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Home My WebLink AboutWPO201800056 Inspection 2021-11-04 • PIPE LINING 6"- 96" Diameter (CIPP) 1 a • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems t ((‘' �fl'""�h • Excavation - Sliplining - Grouting 2111 Smith Ave.•Chcsopeake,VA 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tristateutilities.com Report Project Date Location Pipe Manhole Pipe Size Link ID Numbers Length View - 221046 PRE TV 7 Session. CITY OF 11/4/2021 20:37 PROFFIT 1 To 1A 85.4 2 MB 1 CHARLOTTESVILLE View - 221046 PRE TV Session CITY OF 11/4/2021 21:04 PROF�FIT 2 To 2A 83.8 MB 2 CHARLOTTESVILLE View - 221046 PRE TV Session: CITY OF 11/4/2021 22:27 PROF 3 To 3a 80.5 260 MB 3 CHARLOTTESVILLE View - 221046 PRE TV Session: CITY OF 11/4/2021 23:04 PROF�FIT 4 To 4A 78.2 MB 4 CHARLOTTESVILLE Total: 327.9 1.38 GB • PIPE LINING 6"- 96" Diameter (CIPP) , (1‘, # )iiike • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems h ""t� / • Excavation - Sliplining - Grouting 2111 Smith Ave.•Chesapeake,VA 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tristateutilities.com Project Information Surveyor Name DANIEL Certificate Number U-0321-70401206 HUTCHINSON CONTECH Owner WAWA Customer ENGINEERED SOLUTIONS Drainage Area PO Number 221046 Pipe Segment Date 11/4/2021 23:04 Reference Street PROFFIT RD City CHARLOTTESVILLE Comments Manhole Upstream MH 4 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 4A Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 60 Width Shape Circular Material Corrugated Metal Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 78.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre-Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 11/4/2021 23:04 Weather Dry -No Precipitation Location Code Parking Lot During Survey Additional Info NIGHT WORK Location Details 3267 PROFFIT RD BEHIND WAWA Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 221046 PRE TV CITY Work Order BASIN 4 MAP 2 Project OF CHARLOTTESVILLE Coating Method Completed Yes Insp Tech Used CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Count Groups Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Scores Structure Peak Score 0 Structure Peak Grade 1 Structure Mean Score 0 Structure Mean 1 Grade Service Peak Score 0 Service Peak Grade 1 Service Mean Score 0 Service Mean Grade 1 Created with the Iv report generator Back • PIPE LINING 6"- 96" Diameter tuPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems /c1�L � fir' • Excavation - Sliplining - Grouting 2111 Smith Ave.•Chesapeake,VA 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tristateutilities.com Project: 221046 PRE TV CITY OF CHARLOTTESVILLE E3 Date: 11/4/2021 11:04:00 PM Pipe Segment Reference: Light-1 Street: PROFFIT RD Upstream MH: 4 IModerate-2� Length Surveyed: 78.2 Downstream MH: 4A Wive/age-I Run Number: Direction of Survey: Downstream L Heavy-4A Severe-5 Height (Diameter): 60 Material: Corrugated Metal Pipe • ) ID Number: 4 (0.0) AMH - Access Point Manhole Remark: 4 (0.0) MWL - Miscellaneous Water Level I I (78.2) AEP - Access Point End of Pipe Remark: 4A 14 Total Distance: 78.2 0 ID Number: 4A Created with the IfP SIVI lilt report generator Back * PIPE LINING 6"- 96" Diameter (CIPP) • Pipe Cleaning & Video Inspection lq. ir )I)) • No Dig Repair Point Systems &j"'ve • Excavation - Sliplining - Grouting 2111 Smith Ave.•Chesapeake,VA 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tristateutilities.com Project Information Surveyor Name DANIEL Certificate Number U-0321-70401206 HUTCHINSON CONTECH Owner WAWA Customer ENGINEERED SOLUTIONS Drainage Area PO Number 221046 Pipe Segment Date 11/4/2021 22:27 Reference Street PROFFIT RD City CHARLOTTESVILLE Comments Manhole Upstream MH 3 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 3a Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 60 Width Shape Circular Material Corrugated Metal Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 80.5 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre-Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 11/4/2021 22:28 Weather Dry- No Precipitation Location Code Parking Lot During Survey Additional Info NIGHT WORK Location Details 3267 PROFFIT RD BEHIND WAWA Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 221046 PRE TV CITY Work Order BASIN 4 MAP 2 Project OF CHARLOTTESVILLE Coating Method Completed Yes Insp Tech Used CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Count Groups Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Scores Structure Peak Score 0 Structure Peak Grade 1 Structure Mean Score 0 Structure Mean 1 Grade Service Peak Score 0 Service Peak Grade 1 Service Mean Score 0 Service Mean Grade 1 Created with the `' 1 : report generator Back PIPE LINING 6"- 96" Diameter ,,.PP) iC 10,,, : NoPipeDig CleaningPointRepair& VideoSystems inspection '"�'� f • Excavation - Sliplining - Grouting 2111 Smith Ave,•Chesapeake,VA 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tristateutilities.com Project: 221046 PRE TV CITY OF CHARLOTTESVILLE =, Date: 11/4/2021 10:27.00 PM Pipe Segment Reference: Light-1 Street: PROFFIT RD Upstream MH: 3 Moderate-2 Length Surveyed: 80.5 Downstream MH: 3a Average-3 Run Number: Direction of Survey: Downstream Heavy-4 Severe-5 Height (Diameter): 60 Material: Corrugated Metal Pipe ri\i ID Number: 3 (0.0) AMH - Access Point Manhole Remark: 3 (0.0) MWL - Miscellaneous Water Level (80.5) AEP - Access Point End of Pipe Remark: 3a Total Distance: 80.5 iii. ID Number: 3a Created with the -v report generator Back •PIPE LINING 6"- 96" Diameter (CIPP) II; •Pipe Cleaning & Video Inspection No Dig Point Repair Systems • Excavation - Sliplining - Grouting 2111 Smith Ave.•Chesapeake,VA p 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tristateutilities.com Project Information Surveyor Name DANIEL Certificate Number U-0321-70401206 HUTCHINSON CONTECH Owner WAWA Customer ENGINEERED SOLUTIONS Drainage Area PO Number 221046 Pipe Segment Date 11/4/2021 21:04 Reference Street PROFFIT RD City CHARLOTTESVILLE Comments Manhole Upstream MH 2 Rim to Invert (U) 8 Grade to Invert (U) Rim to Grade (U) Downstream MH 2A Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 60 Width Shape Circular Material Corrugated Metal Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 83.8 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre-Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 11/4/2021 21:05 Weather Dry - No Precipitation Location Code Parking Lot During Survey Additional Info NIGHT WORK Location Details 3267 PROFFIT RD BEHIND WAWA Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 221046 PRE TV CITY Work Order BASIN 4 MAP 2 Project OF CHARLOTTESVILLE Coating Method Completed Yes Insp Tech Used CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Count Groups Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Scores Structure Peak Score 0 Structure Peak Grade 1 Structure Mean Score 0 Structure Mean 1 Grade Service Peak Score 0 Service Peak Grade 1 Service Mean Score 0 Service Mean Grade 1 Created with the report generator Back • PIPE LINING 6"- 96" Diameter tuPP) • Pipe Cleaning & Video Inspection 11) • No Dig Point Repair Systems • Excavation - Sliplining - Grouting 2111 Smith Ave.•Chesapeake,VA 757-366-9505 tristateutilities •Trenchless Repair of Pipe Leaks & Defects .com(44--www. Project: 221046 PRE TV CITY OF CHARLOTTESVILLE gamma , Date: 11/4/2021 9:04:00 PM Pipe Segment Reference: Light-1 Street: PROFFIT RD Upstream MH: 2 Moderate-2 Length Surveyed: 83.8 Downstream MH: 2A Average-3 Run Number: Direction of Survey: Downstream Severe-5. Height (Diameter): 60 Material: Corrugated Metal Pipe 1101; ID Number: 2 (0.0) AMH - Access Point Manhole Remark: 2 (0.0) MWL - Miscellaneous Water Level I (83.8) AMH - Access Point Manhole Remark: 2A Total Distance: 83.8 f ID Number: 2A Created with the P3SM 1��id report generator Back •PIPE LINING 6"- 96" Diameter (CIPP) b;►� •PipeNoDig CleaningPolntRepair& VideoSystems Inspection 1 • �r"'t`�� ` • Excavation - Sliplining - Grouting 2111 Smith Air*.•Chesapeake,VA p 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tristateutilities.com Project Information Surveyor Name DANIEL Certificate Number U-0321-70401206 HUTCHINSON CONTECH Owner WAWA Customer ENGINEERED SOLUTIONS Drainage Area PO Number 221046 Pipe Segment Date 11/4/2021 20:37 Reference Street PROFFIT RD City CHARLOTTESVILLE Comments Manhole Upstream MH 1 Rim to Invert (U) 8 Grade to Invert (U) Rim to Grade (U) Downstream MH lA Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 60 Width Shape Circular Material Corrugated Metal Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 85.4 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Pre-Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 11/4/2021 20:37 Weather Dry -No Precipitation Location Code Parking Lot During Survey Additional Info NIGHT WORK Location Details 3267 PROFFIT RD BEHIND WAWA Custom Custom 1 Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 221046 PRE TV CITY Work Order BASIN 4 MAP 2 Project OF CHARLOTTESVILLE Coating Method Completed Yes Insp Tech Used CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Count Groups Taps 1 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Scores Structure Peak Score 0 Structure Peak Grade 1 Structure Mean Score 0 Structure Mean 1 Grade Service Peak Score 3 Service Peak Grade 5.8 Service Mean Score 0 Service Mean Grade 1 Created with the S1V1 ��d report generator Back I • t'IPE LINING 6"- 96" Diameter (uPP) • Pipe Clz: ::cfbonlg & Video ( i( f • No Dig Repair "'�`�� • Excavation - Sliplining - Grouting 2111 Smith Ave.•Chesapeake,VA 757-366-9505 •Trenchless Repair of Pipe Leaks & Defects www.tristateuhhties.com Project: 221046 PRE TV CITY OF CHARLOTTESVILLE gamm Date: 11/4/2021 8:37:00 PM Pipe Segment Reference: Light-1 Street: PROFFIT RD Upstream MH: 1 Moderate-2 Length Surveyed: 85.4 Downstream MH: 1A Average-3 Run Number: Direction of Survey: Downstream Neav74 Severe-5 Height (Diameter): 60 Material: Corrugated Metal Pipe • ID Number: 1 (0.0) AMH - Access Point Manhole Remark: 1 (0.0) MWL - Miscellaneous Water Level (37.9) TBD - Tap Break-in/Hammer Defective - Position: 9 (85.4) AEP - Access Point End of Pipe I Remark: 1A 1.4 Total Distance: 85.40 ID Number 1A Created with the VP SM111; report generator Back I