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HomeMy WebLinkAboutSUB201500149 Other 2022-08-05 (20) b1SY It.1 _,v •PIPE LINING 6"-96"Diameter(CIPP) t 4 i •Pipe Cleaning&Video Inspection .,,fir •lbo Dig Point Repair Systems ) '""y •Excavation-SliAlining-Grouting 2111 2n311fA'M.•C osopsoks,VA ,n,�s���9 0 S •Trenchtess Repair of Pipe Leaks&Defects Report Pipe Manhole Pipe Link Project Date Location ID Numbers Length Size View -220023 POST TV MOFFAT 272 Session: AVINITY ESTATES 10/15/2020 14:24 STREET 58 To 56 153.2 MB 1 View -220023 POST TV MOFFAT 175 Session: AVINITY ESTATES 10/15/2020 14:44 STREET 56 To 54 54.7 MB 2 View _220023 POST TV MOFFAT 113 Session: AVINITY ESTATES 10/15/2020 15:12 STREET 50 To 48 34.3 MB 3 View -220023 POST TV MOFFAT 168 Session: AVINITY ESTATES 10/15/2020 15:22 STREET 48 To 46 135 MB 4 View -220023 POST TV MOFFAT 184 i Session: AVINITY ESTATES 10/15/2020 15:36 STREET 46 To 41 149.5 MB View -220023 POST TV MOFFAT 212 Session: AVINITY ESTATES 10/15/2020 16:58 STREET 44 To 46 34.1 MB- 6 View -220023 POST TV MOFFAT 195 Session: AVINITY ESTATES 10/16/2020 07:15 STREET 54 To 52 113.4 MB 7 View -220023 POST TV MOFFAT 116 Session: AVINITY ESTATES 10/16/2020 07:56 STREET 52 To 62 41.5 MB 8 View -220023 POST TV MOFFAT 84.0 Session: AVINITY ESTATES 10/16/2020 08:50 STREET 62 To 60 ' 42 MB 9 View Session: -220023 POST TV 10/16/2020 08:44 MOFFAT 64 To 60 27.5 93.1 10 AVINITY ESTATES STREET MB View -220023 POST TV MONTAGUE 211 Session: AVINITY ESTATES 10/16/2020 09:05 STREET 60 To 66 95 MB 11 View -220023 POST TV MONTAGUE 163 Session: AVINITY ESTATES 10/16/2020 09:14 STREET 66 To 16 130.3 MB 12 --" View -220023 POST TV MONTAGUE 101 Session: AVINITY ESTATES 10/16/2020 09:39 STREET 18 To 16 33.6 MB 13 View -220023 POST TV 10/16/2020 09:55 MONTAGUE 16 To 14 158 215 Session: AVINITY ESTATES STREET MB 14 View -220023 POST TV MONTAGUE 121 , Session: AVINITY ESTATES 10/16/2020 10:04 STREET 14 To 12 88.4 MB 15 View -220023 POST TV MONTAGUE 110 Session: AVINITY ESTATES 10/16/2020 10:22 STREET 24 To 14 32 MB 16 Total: 1322.5 2.48 GB VAN PIPE LINING b"-96"Deter.(CIPP) •Pipe Cieaning&Video Inspection No Dig Point Repair Systems , tk 'Excavation-Sliplining-Grouting t/llSmAitArt.•Oww044Att,VA 757 366.95°5 •Trenchless Repair of Pipe Leaks&Defects vnoreA d s4a4euH l It les.co m Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner _AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 14:24 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 58 Rim to Invert (U) 5.6 Grade to Invert (U) Rim to Grade (U) Downstream MH 56 Rim to Invert(D) 10 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 155 Length Surveyed 153.2 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/15/2020 14:24 Local Rural Streets - Dry-No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken I Fractures 0 Holes I Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22,,J23 POST TV AVIN1TY ®STATES WM= Date: 10/15/2020 2:24:00 PM Pipe Segment Reference: tt9ht Street: MOFFAT STREET Upstream MH: 58 Moderate Length Surveyed: 153.2 Downstream MH: 56 A erage.. Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream H:_a,y Height(Diameter): 15 Material: Polypropylene Severe. Street: MOFFAT STREET 0 ID Number: 58 (0.0) ACB - Access Point Catch Basin Remark: 58 (0.0) MWL - Miscellaneous Water Level -- (153.2) ACB -Access Point Catch Basin Remark: 56 Total Distance: 153.20 ID Number: 56 Created with the 1e'b ' '=-{ '�'till report generator Back •'PIPE LINING 6"-96"Diameter KCIPP) ' •Pipe Cleaning&Video Inspection l �. •No Dig Point Repair Systems 1 f '4' •Excavation o 5llplining-Growling = ' 9117 Swag,Am-ond.ra i►,VA 957'366'95°5 •Trenchless Repair of Pipe Leaks&Defects w,�,xtrItt¢towtlttltsrct,tn Project Information Surveyor Name SCOTTSVILLE Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 14:44 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 56 Rim to Invert (U) 10 Grade to Invert (U) Rim to Grade (U) Downstream MH 54 Rim to Invert (D) 9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe • Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 55 Length Surveyed 54.7 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD • Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/15/2020 14:44 Local Rural Streets - Dry -No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks l Number of Broken / Fractures 0 Holes I Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Pr•ject 22L.J23 POST TV AVINITY . .STATES E � Date: 1 0/1 5/2020 2:44:00 PM Pipe Segment Reference: t-I Street: MOFFAT STREET Upstream MH: 56 MOderatz Length Surveyed: 54.7 Downstream MH: 54 _ Pacp Quick Overall Rating: 0000 Direction of Survey: Downstreamfit-A Height (Diameter): 15 Material: Polypropylene Sever, Street: MOFFAT STREET ID Number: 56 (0.0) ACB -Access Point Catch Basin Remark: 56 (0.0) MWL - Miscellaneous Water Level •••• (54 7) ACB -Access Point Catch Basin Remark: 54 Total Distance: 54.70 ID Number: 54 Created with the �` t, `‘;;==' 4 '' t? report generator Back 1 e. •PIPE LINING 6".96"Diameter((IPP) , •Pipe Cleaning&Video Inspection kVIF •No Dig Point Repair Systems `"-"` -Excavation-Sliplining-Grouting 9Lq Solkhlt Aw.•C.ssepet i.VA 75T 336•950S •Trenchless Repair of Pipe Leaks&Defects ww,xtristatevottes som Project Information Surveyor Name eric winborne Certificate Number U-61 5-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 15:12 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 50 Rim to Invert (U) 5.9 Grade to Invert (U) Rim to Grade (U) Downstream MH 48 Rim to Invert (D) 7.9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 34.3 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/15/2020 15:12 Local Rural Streets - Dr;�-No Precipitation Light traffic, town and Weather During Survey Location Code city back streets,estate streets and curbside parking areas Additional info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks I Number of Broken I Fractures 0 Holes/ Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVIN1TY ESTATES roject: 22%,-J23 POST TV A l l .STATES _ Date: 10/15/2020 3:12:00 PM Pipe Segment Reference: L1 Street: MOFFAT STREET Upstream MH: 50 Moderate, Length Surveyed: 34.3 Downstream MH: 48 Average Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream ilea Height (Diameter): 15 Material: Polypropylene Severe Street: MOFFAT STREET • ID Number: 48 (0.0) ACB - Access Point Catch Basin i Remark: 48 (0.0) MWL - Miscellaneous Water Level •° •" (34.3) ACB - Access Point Catch Basin Remark: 50 4: Total Distance: 34.30 ID Number: 50 Created with the ` ; _1 'r report generator Back •PIPE MNING 6"-96"Diameter(CIPP) •Pipe Clearing&Video Inspection ' ` •No Gig Point Repair Systems •Excavation-Siiplining-Grouting -, 9111 tmalta es.-Corse wkc VA 797-366-9$0$ •Trenchtess Repair of Pipe teaks&Detects www.tAstatevtilltlas,com Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 15:22 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 48 Rim to Invert(U) 7.9 Grade to Invert (U) Rim to Grade (U) Downstream MH 46 Rim to Invert(D) 7.7 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 135 Length Surveyed 135 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/15/2020 15:23 Local Rural Streets - Dry -No Precipitation Light traffic; town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken / Fractures 0 Holes / Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project; 22a.,J23 POST TV AMITY _STATES ` =BS Date: 10/15/2020 3:22:00 PM Pipe Segment Reference: Votit ^ Street: MOFFAT STREET Upstream MH: 48 j od rai`e ` Length Surveyed: 135 Downstream MH: 46 ; ++ °► p , 1._ Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream . flea ,• Height (Diameter): 15 Material: Polypropylene severe Street: MOFFAT STREET • ID Number 48 (0.0) ACB -Access Point Catch Basin ,,. Remark: 48 (0.0) MWL- Miscellaneous Water Level (135.0) ACB - Access Point Catch Basin Remark: 46 Total Distance: 135 ID Number: 46 Created with the ` 'I - [ ,i t i t report generator Back i , •PIPE LINING 6"-96"Diameter(CIPP) iiihil: :. . --., qk # •Pipe Meaning,t idea Inspection •No Dig Point Repair Systems G"�iF4 •E\I. xcavation-Sliplining-Grouting !PI '9191 Swkl.AYe.•taf..epesk.,VA 757406.9505 •Trenchless Repair of Pipe Leaks&Defects • w.i...tehtatav}tll os cam Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 15:36 Reference Street MOFFAT STREET City SCOTTSVTLLE Comments Manhole Upstream MH 46 Rim to Invert(U) 7.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 41 Rim to Invert (D) 9.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 150 Length Surveyed 149.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/15/2020 15:36 Local Rural Streets - DryLight traffic,town and -No Precipitation Location Code city back streets, estate Weather During Survey streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks I Number of Broken 1 Fractures 0 Holes I Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22L,.J23 POST TV AV Nf _STATES E el Date: 1 0/1 5/2020 3.36:00 PM Pipe Segment Reference: light # Street: MOFFAT STREET Upstream MH: 46 TTAoci;elate ---N Length Surveyed: 149.5 Downstream MH: 41 u r Pacp Quick Overall Rating: 0000 Direction.of Survey: Downstream °ti Height (Diameter): 15 Material: Polypropylene Sever. Street: MOFFAT STREET '? ID Number. 46 (0.0)ACB -Access Point Catch Basin •,• Remark: 46 (0.0) MWL - Miscellaneous Water Level •• (149.5) ACB -Access Point Catch Basin ..• Remark: 41 Total Distance: 149 50 ID Number: 41 Created with the ' ,-- a,-= '-:- 1'`','' 1 report generator Back I PIPE LINING 6"-96"Diameter(UPP) itto(te ' *Pipe Cleaning&Video Inspection ))*No Dig Point Repair Systems -Excavation-Sliplining-Grouting f 2111 Swath Av ..014sopi4k.,VA 757-366.9SMS v Trenchless Repair of Pipe Leaks&Defects wrmi.i$tatevillKtos.tam Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/15/2020 16:58 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 44 Rim to Invert(U) 7 Grade to Invert (U) Rim to Grade (U) Downstream MH 46 Rim to Invert(D) 7.7 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 34.1 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Post Purpose Survey Rehabilitation Sewer Category Pre-Cleaning Light Cleaning Date Cleaned 10/15/2020 16:58 Local Rural Streets - Dry -No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks I 0 Number of Broken / 0 Fractures Holes I Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 2a,J23 POST TV AVINITY ._STATES Severity Date: 1 0/1 5/2020 4:58:00 PM Pipe Segment Reference: ughr Street: MOFFAT STREET Upstream MH: 44 "4Madertii _ Length Surveyed: 34.1 Downstream MH: 46 -�,Aii �.- Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream ,. . Height (Diameter): 15 Material: Polypropylene severe. • Street: MOFFAT STREET i ID Number: 44 (0.0) ACB -Access Point Catch Basin Remark: 44 (0.0) MWL- Miscellaneous Water Level (34.1) ACB -Access Point Catch Basin Remark: 46 Total Distance: 34.1 411) ID Number: 46 4 Created with the : s' -r,' ,t. report generator Back 1 •PIPE LINING 5"-96"Diameter(CIPP) • r •Pipe Cleaning&Video Inspection ‘111P1 ( (( .r •No Dig Point Repair Systems 1)) •Excavation-Sliplining-Grouting 1111 s Ave.•d»oap+rA.,VA 7$7-366.9$0$ *Trendless Repair of Pipe Leaks&Defects ww„titdototeouties.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 07:15 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 54 Rim to Invert (U) 9 Grade to Invert (U) Rim to Grade (U) Downstream MH 52 Rim to Invert (D) 8 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 113 Length Surveyed 113.4 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/15/2020 17:21 Local Rural Streets- Dry -No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes /Collapse Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES • Project: 22‘,J23 POST TV AMITY ,STATES CITES Date: 10/16/2020 7.15:00 AM Pipe Segment Reference: Light Street: MOFFAT STREET Upstream MH: 54 Mod'eraie. Length Surveyed: 113.4 Downstream MH: 52 :` _ rti0 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream , •Heavy_ ` Height(Diameter): 15 Material: Polypropylene Severe Street: MOFFAT STREET ID Number: 54 (0.0) ACB -Access Point Catch Basin ., Remark: 54 (0.0) MWL - Miscellaneous Water Level •°• (113.4) ACB -Access Point Catch Basin ., Remark: 52 Total Distance: 113.40 ID Number: 52 Created with the " ' t ~l t ' "w' report generator Back I 1 PIPE LINING 6"-96"Diameter(CIPP) / •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems f �y„Smithi �.VA •Excavation r Sliplining•Grouting • 757.366.9505 @Trenchless Repair of Pipe Leaks&Defects (°,. www.fa:tc+avillitleso om Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 07:56 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 52 Rim to Invert (U) 8 Grade to Invert (U) Rim to Grade (U) Downstream MH 62 Rim to Invert (D) 9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 41 Length Surveyed 41.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 07:56 Local Rural Streets - Dry -No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken / Fractures 0 Holes / Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 I,. Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22 ,J23 POST TV I _STATES E Date: 10/16/2020 7:56:00 AM Pipe Segment Reference: ugnt . Street: MOFFAT STREET Upstream MH: 52 r Odera`te `\, Length Surveyed: 41.5 Downstream MH: 62 4 Ave Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Severe Street: MOFFAT STREET ) ID Number 52 (0.0) ACB - Access Point Catch Basin ,,, Remark: 52 (0.0) MWL - Miscellaneous Water Level -- (41.5)ACB -Access Point Catch Basin ,,, Remark: 62 Total Distance: 41.50 ID Number: 62 '' t_ ` ` t' ` report generator Back Created with the i. p •PIPE LINING 6"-96"Diameter KCIPP) •Pipe Cleaning&Video Inspection ' •No Dig Point Repair Systems "•'" •Excavation-Sliplining.Grouting 9111 Sag*Aw.•C7iaesKkpVA 757466.9545 •Trensliless Repair of Pipe Leaks&Defects wwwtristoltudilit a &am Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer AYLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 08:50 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 62 Rim to Invert(U) 9 Grade to Invert(U) Rim to Grade (U) Downstream MH 60 Rim to Invert (D) 6.9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 41 Length Surveyed 42 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 08:25 Local Rural Streets - Dry -No Precipitation Light traffic,town and Weather During Survey Location Code city back streets,estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks i 0 Number of Broken / 0 Fractures Holes I Collapse Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22v.J23 POST TV AGAIN! .STATES Severit Date: 10/16/2020 8:50:00 AM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 62 r1tCsiraL Length Surveyed: 42 Downstream MH: 60 gg__ Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream *may Height (Diameter): 15 Material: Polypropylene Severe_ Street: MOFFAT STREET (i) ID Number: 60 $• (0.0)ACB -Access Point Catch Basin Remark: 60 (0.0) MWL- Miscellaneous Water Level ••• ,;f (42.0) ACB -Access Point Catch Basin ,•, Remark: 62 Total Distance: 42 ID Number: 62 Created with the �,_"r - •_ �`"' Ytv report generator Back I PIPE LINING 6"-96"Diameter((IPP) k *Pipe(leaning&Video Inspection •No Dig Point Repair Systems J))•Excavation-Sliplining-Grouting 11111 SW*Aw.•ast l41u,VA 75"66. 5" •Trenchless Repair of Pipe Leaks&Defects wwexf rigatcvlil ltlgs,ebm Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 08:44 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 64 Rim to Invert (U) 6.9 Grade to Invert (U) Rim to Grade (U) Downstream MH 60 Rim to Invert (D) 6.9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 27 Length Surveyed 27.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 08:44 Local Rural Streets - DryLight traffic, town and -No Precipitation Location Code city back streets, estate Weather During Survey streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken I Fractures 0 Holes I Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22,J23 POST TV AVI I .STATES ETIMI Date: 10/16/2020 8:44:00 AM Pipe Segment Reference: Light Street: MOFFAT STREET Upstream MH: 64 Toddrate Length Surveyed: 27.5 Downstream MH: 60 Avettget Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream 116a,r _ : Height (Diameter): 15 Material: Polypropylene Severe Street: MOFFAT STREET ID Number: 60 4 (0.0) ACB -Access Point Catch Basin Remark: 60 (0.0) MWL- Miscellaneous Water Level (27.5) ACB -Access Point Catch Basin t; Remark: 64 Total Distance: 27.5 ID Number: 64 Created with the �4+ 1",-''q report generator Back, - •PIPE LINING 6"-96"Diameter(CIPP) 0 .•Pipe Cleaning&Video Inspectionit 4} k AP •No Dig Point Repair Systems "'"'''--( t,n s�nhar+.' .a••taY� •Excavation -Sliplining-Grouting ,: 757 366-B5o5 •Trenchless Repair of Pipe Leaks&Defects revisr.tristedovtilltlets.torre Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 09:05 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 60 Rim to Invert (U) 6.9 Grade to Invert (U) Rim to Grade (U) Downstream MH 66 Rim to Invert (D) 9.9 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 96 Length Surveyed 95 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 09:05 Local Rural Streets - Dry -No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks/ Number of Broken / Fractures 0 Holes I Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 21.J23 POST TV AVIDITY :.STATES E_�f Date: 10/16/2020 9:05:00 AM Pipe Segment Reference: t<roa. Street: MONTAGUE STREET Upstream MH: 60 rytaueraYe. Length Surveyed: 95 Downstream MH: 66 , qua Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Severe Street: MONTAGUE STREET re' \14 I ID Number: 60 (0.0)ACB - Access Point Catch Basin Remark: 60 (0.0) MWL - Miscellaneous Water Level (95.0) ACB -Access Point Catch Basin Remark: 66 I;' Total Distance: 95 • ID Number: 66 Created with the I ' ` '°= i� report generator Back •PIPE LINING 6"-96N Diameter(CIPP) Pipe Cleaning&Video Inspection 1°1 NDigPointRepairSystemst.�a,rC�t.,..a»*k..vA •Exca�ratian-Sliplining•Grouting "7 366.95O •Treltchtess Repair of Pipe Leaks&Defects www,tastatp wnintl.ta. Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 09:14 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 66 Rim to Invert(U) 9.9 Grade to Invert(U) Rim to Grade (U) Downstream MH 16 Rim to Invert(D) 8.6 Grade to Invert(D) Rim to Grade (D) Sewer Use Storrnwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 133 Length Surveyed 130.3 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 09:14 Local Rural Streets - Dry- No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info HIGHLINE AT MI-I 16 Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks I 0 Number of Broken / 0 Fractures Holes I Collapse Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22k,J23 POST TV AVINITY _STATES =11111 Date: 10/16/2020 9:14:00 AM Pipe Segment Reference: - Light. Street: MONTAGUE STREET Upstream MH: 66 Moderate Length Surveyed: 130.3 Downstream MH: 16 .!; itr ._Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream o ;v-Full: Height (Diameter): 15 Material: Polypropylene sever., Street: MONTAGUE STREET ID Number: 66 (0.0)ACB -Access Point Catch Basin Remark: 66 (0.0) MWL- Miscellaneous Water Level (130.3) ACB -Access Point Catch Basin Remark: 16 Total Distance: 130.3 tit-: ID Number: 16 Created with the r ° I a �Q`,"4' report generator Back I •PIPIE tIHING 6"-96" Diam (MP) •Pipe Cleaning&VidIns ea pecteteriarr. •No Dig Point Repair Systems -excavation-Sliplining-Grouting 2111 WS%Aw.•CFmopMke,VA "7'366.9505 •Ttenchless Repair of Pipe Leaks&Defects www.friitotevIflt*I.eam Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 09:39 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 18 Rim to Invert(U) 8 Grade to Invert (U) Rim to Grade (U) Downstream MH 16 Rim to Invert(D) 8.6 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length Length Surveyed 33.6 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 09:39 Local Rural Streets - Dry No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info HIGHLINE AT MH 16 Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken / Fractures 0 Holes /Collapse 0 Number of Deposits 0 Custom6 Custom7 Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22%,J23 POST TV A INI ._STATES MEM Date: 10/16/2020 9:39:00 AM Pipe Segment Reference: Light Street: MONTAGUE STREET Upstream MH: 18 Moderate Length Surveyed: 33.6 Downstream MH: 16 'Werva: Pacp Quick Overall Rating: 3100 Direction of Survey: Downstream ly �j Height (Diameter): 15 Material: Polypropylene Severe Street: MONTAGUE STREET (ICI ID Number: 18 (0.0) ACB - Access Point Catch Basin (0.0) MWL - Miscellaneous Water Level (13.4) JSM - Joint Separated Medium ii, (33.6)ACB -Access Point Catch Basin ... Remark: 16 Total Distance: 33.60 ID Number: 16 Created with the.' '[_.. . `•I, Ind report generator Back (-412147;1:3'6"6-119;" PIPE llNlPfG b"-9b"Diameter(�CIPP) .•Pipe Cleaning&Video lnspertion •Ho Dig Point Repair Systems •Excavation-Sliplining.Grouting J 9111 LiwM aopaek�,YA •Trenchless Repair of Pipe Leak&Defects •s,o m Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer A ILAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 09:55 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 16 Rim to Invert (U) 13.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 14 Rim to Invert (D) 10.8 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 158 Length Surveyed 158 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 09:55 Local Rural Streets - Dry -No Precipitation Light traffic, town and Weather During Survey Location Code city back streets,estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / Number of Broken Fractures 0 Holes I Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22,,4)23 POST TV AMITY a __STATES Date: 10/16/2020 9:55:00 AM Pipe Segment Reference: ,LitIht Street: MONTAGUE STREET Upstream MH: 16 ` Moderate:- -- Length Surveyed: 158 Downstream MH: 14 y- AverAge Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream .., t,leiriY .; Height (Diameter): 15 Material: Polypropylene Severe ; Street: MONTAGUE STREET , 1D Number: 16 (0.0) ACB - Access Point Catch Basin . Remark: 16 (0.0) MWL - Miscellaneous Water Level (158.0) ACB -Access Point Catch Basin Remark: 14 Total Distance: 1580 ID Number: 14 Created with the �` =-' 1�� ===f` q ���d report generator Back - •PIPE LINING 6"-96"Diameter KCIPP) ( ‘ it •Pipe Cleaning&Video Inspection•No Dig Point Repair Systems 11 •Excavation -Sliplining -Grouting2 n lent%Aw.•d�aap�zt&.V757466-9505 •Trendless Repair of Pipe Leaks&Defects `'1-0 , www.telothhannittutom Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 10:04 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 14 Rim to Invert(U) 13.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 12 Rim to Invert(D) 12 Grade to Invert(D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 89 Length Surveyed 88.4 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD PPurpose S1osstt Rehabilitation Sewer Category Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 10:04 Local Rural Streets - Dry -No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks I Number of Broken I Fractures, 0 Holes I Collapse 0 Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Project: 22,J23 POST TV .\VIN .STATES Severn Date: 10/16/2020 10:04:00 AM Pipe Segment Reference: Light_ Street: MONTAGUE STREET Upstream MH: 14 - Mcdera e Length Surveyed: 88.4 Downstream MH: 12 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 15 Material: Polypropylene Severe Street: MONTAGUE STREET ID Number: 14 (0.0) ACB -Access Point Catch Basin Remark: 14 (0.0) MWL - Miscellaneous Water Level . (88.4) ACB - Access Point Catch Basin Remark: 12 Total Distance: 88.40 ID Number: 12 a i�a., .,7z-<'....a==1—• r, ��� Created with the = t�` =-'`= , . ��� report generator Back PIPE I,R<iNING 6"-96"Diameter(CIPP) ( (. { " •Pipe Cleaning&Video Inspection :No Dig Point Repair Systems `''•. l xtaDvi n-Sliplining-Grouting »n Smith A++.•Cha+.petko,VA 757'3664505 •Trendiness Repair of Pipe Leaks&Defects Sli ..tnxtot*utaittosvoc m Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/16/2020 10:22 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 24 Rim to Invert (U) 9,9 Grade to Invert (U) Rim to Grade (U) Downstream MH 14 Rim to Invert (D) 13.7 Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 33 Length Surveyed 32 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Sewer Category Survey Pre-Cleaning Light Cleaning Date Cleaned 10/16/2020 10:22 Local Rural Streets- Dry-No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside . parking areas Additional Info Location Details Custom Number of Taps 0 Number of Roots 0 Num Cracks / 0 Number of Broken / 0 Fractures Holes/Collapse Number of Deposits 0 Custom6 Custom? Struct Grade OM Grade Overall Grade Pacp 6 Reverse Setup ID Sheet (Group) Number Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Projects 22e..J23 POST TV AVINirf ,STATES Date: 10/16/2020 10.22:00 AM Pipe Segment Reference: - Llghc Street: MONTAGUE STREET Upstream MH: 24 Moderate "� Length Surveyed: 32 Downstream MH: 14 e- : _ ' Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream F avy ,.i Height(Diameter): 15 Material: Polypropylene Severe Street: MONTAGUE STREET Wi ID Number 24 (0.0) ACB - Access Point Catch Basin Remark: 24 (0.0) MWL - Miscellaneous Water Level ••• (32.0) ACB - Access Point Catch Basin Remark: 14. Total Distance: 320 ID Number: 14 r s, ;''.=— . L Back Created with the = _ - �� report generator n15k� It a •PIPE LINING 6"-96"Diameter(CIPP) ( •Pipe Cleaning&Video Inspection `r=" i •No Dig Point Repair Systems 2E,,sa; .c •Excavation-Sliplining-Grouting �s,a36 .9$0t.v •Trenthless Repair of Pipe Leaks&Defects www.tristateutiti ti ossom Report Project Date Location Pipe Manhole Pipe .Size Link ID Numbers Length View `220023 Session: POST TV 10/20/2020 10:24 MOFFAT A To 6 74.8 311 1 AVINITY STREET MB ESTATES View -220023 POST TV MOFFAT 178 Session: 10/20/2020 10:03 42 To 41 30.6 2 AVINITY STREET MB - ESTATES View -220023 . POST TV BERGEN 299 - } Session: AVINITY 10/20/2020 09:20 STREET C To D 114.2 MB -- ESTATES View -220023 POST TV BERGEN 2 To 87.5 Session: AVINITY 10/20/2020 08:38 STREET OUTFALL 9'3 MB 4- ESTATES View -220023 POST TV BERGEN 108 Session: AVINITY 10/20/2020 08:22 STREET 4 To 2 44.7 MB -5- ESTATES View - 220023 POST TV BERGEN 104 Session: AVINITY 10/20/2020 08:16 STREET 6 To 4 68.1 MB 6 ESTATES View _220023 POST TV DEGRAW 147 Session: AVINITY 10/20/2020 07:45 STREET 8 To 6 37.4 MB 7 ESTATES View -220023 POST TV DEGRAW 297 Session: AVINITY 10/19/2020 17:41 STREET 26 To 6 110 MB 8- ESTATES View -220023 POST TV DEGRAW 151 Session: AVINITY 10/19/2020 16:40 STREET 28 To 26 34.4 MB 9- ESTATES View -220023 1011 s-n2020 15:59 BERGEN 30 To 8 32.2 117 Session: POST TV STREET MB 10 AVINITY ESTATES View -220023 POST TV BERGEN 153 Session: AVINITY 10119/2020 15:10 STREET 38 To 30 29.1 MB 111 ESTATES View - 220023 POST TV BERGEN 128 Session: AVINITY 10/19/2020 15:40 STREET 30B To 30 57.1 MB 12 ESTATES View -220023 POST TV BERGEN 144 Session: AVINITY 10/19/2020 15:33 STREET 32 To 30B 77.3 MB 13 ESTATES View -220023 POST TV BERGEN 149 Session: AVINITY 10/19/2020 15:24 STREET 40 To 32 37.4 MB 14 ESTATES -220023 ' View POST TV BERGEN 261 Session: AVINITY STREET 34 To 32 121.6 10/19/2020 14:01 MB 155 ESTATES View -220023 POST TV BERGEN 185 Session: AVINITY 10/19/2020 13:46 STREET 36 To 34 50 MB 16 ESTATES View -220023 POST TV DEGRAW 235 Session: AVINITY 10/19/2020 12:58 STREET 10 To 8 107.3 MB 17 ESTATES View -220023 Session: POST TV 10/19/2020 12:49 MONTAGUE 12 To 10 34.3 112 18 AVINITY STREET MB ESTATES View -220023 Session: POST TV 10/19/2020 12:31 MONTAGUE 20 To 12 40.2 151 1 AVINITYSTREET MB — ESTATES • View -220023 Session: POST TV 10/19/2020 12:09 MONTAGUE 22 To 20 7Q,1 443 20 AVINITY STREET MB ESTATES Total: 1180.1 4.00 GB 1 •PIPI:EQN(NG 6"-96"Diu meter(UM •Pipe(leaning&Video Inspection ection i ‘ •No Dig Point Repair Systems 1' Excavation-Sliplining-Grouting 757-366-4505 •Trenchless Repair of Pipe Leaks&Defects www,trlstoteuf d i l l os.co m Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 10:24 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH A Rim to Invert(U) Grade to Invert(U) Rim to Grade (U) Downstream MH B Rim to Invert(D) Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 6 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 74.8 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/20/2020 10:24 Weather Dry-No Precipitation Location Code Easement/Right of Way During Survey Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed No Insp Tech Used CCTV Yes 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 1 Cracks I Fractures 0 Broken/ Holes/ 0 Collapse Deposits 0 Obstruction 1 Abandoned Survey 1 Created with the ntis i ! report generator Back •PP>~LI " b" r„eet !CT PP)Pipe ClNINGeaning&Y9 ideopriit •Na pig Point Repair Systems -- `,",'"= •Excavation-Sliplining-Grouting 2111 SIAM Arlo..GhesepeoAi,VA 7 7 366.9505 •Trencttless Repair of Pipe Leaks&Defects ...trigtoteVfintIes.o n Project: 220023 POST TV AVINITY ESTATES EMIMI Date: 10/20/2020 10:24:00 AM Pipe Segment Reference: Light-1 Street: MOFFAT STREET Upstream MH: A Nr° 21 Length Surveyed: 74.8 Downstream MH: B Run Number: Direction of Survey: Upstream Heavy-4 p Severe-5 Height(Diameter): 6 Material: Polyvinyl Chloride 101 ID Number: B (0.0) AEP - Access Point End of Pipe 's Remark: B (0.0) MWL - Miscellaneous Water Level i1 (12.7) MWL- Miscellaneous Water Level --- (12.7) MWL- Miscellaneous Water Level (14.8) MCU - Miscellaneous Camera Underwater (46.0) RMJ - Roots Medium Joint- Position: 3 I (66.7) JSM - Joint Separated Medium Remark: 2.00 I (74.8) OBN - Obstruction Construction Debris - Position: 6 (74.8) MSA- Miscellaneous Abandoned Survey Remark: PIECE OF WOOD Total Distance: 74.8 `, ID Number: A Back Created with the =)^ .} _J LE ='�J i ' report generator •PIPE LINING 6"-96"Diameter(KIPP) siPine Cleaning&Video Inspection •No in Repair Syse •ExcavationDigPo -t Sliplining-t Groutingms 2Nt S+r:Ih 7►H.�Eh4sap�ol.�,VA �s7.6s-gsos •Trenchless Repair of Pipe Leaks&Defects www.tisstotev h14s.o9m Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 10:03 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 42 Rim to Invert(U) 19.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 41 Rim to Invert(D) Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length Length Surveyed 30.6 ' -- Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/20/2020 10:03 Local Rural Streets - Dry-No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 I Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the iJ report generator Back PIPE LINING)) . owcurnete •Excavation-Sliplining-Grouting 2111 SITi eAre.•Crso( ke,VA 7 as 366-93os •Trencidess Repair of Pipe Leaks&Defects Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 10:03:00 AM Pipe Segment Reference: Lit1t_7 Street: MOFFAT STREET Upstream MH: 42 1 " Length Surveyed: 30.6 Downstream MH: 41 Run Number: Direction of Survey: Downstream Severe-5 Height(Diameter): 15 Material: Polypropylene ID Number: 42 (0.0) ACB - Access Point Catch Basin Remark: 42 (0.0) MWL - Miscellaneous Water Level (21.0) JSM - Joint Separated Mediumru, Remark: 0.275 (30.6) AEP -Access Point End of Pipe Remark: 41 Total Distance: 30.6 ; ; ID Number: 41 Created with the �' 1 �� "! report generator Back •PIPIt 6tNING 6"-96" m •Pipe Cleaning&VideoDia Inspection ((IPP) •No Dig Point Repair Systems 4,'" •Excavation-Sliplining-Grouting 1I1I WIN Aw.•Cwrepeak..VA 757 a66-95os •Trenchless Repair of Pipe leaks&Defects vnvi trlstdhwlihtIOSAom Project information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 09:20 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH C Rim to Invert(U) Grade to Invert(U) Rim to Grade (U) Downstream MH D Rim to Invert(D) 3 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 114.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/20/2020 09:20 Local Rural Streets - Dry-No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info. Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes insp Tech Used CCTV Yes 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 I Holes I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the 'f�''report generator Back 1 ' v • 1.Et1 b�'- F Da •PipePIPE CleaningENG �Yi9bdeoi Inspectionmeter��IPP) fq,[413))•No Dig Point Repair Systems •Excavation-Sliplining-Grouting 9111 S,-:id.A.s.•G.w(woAs,VA 75744+6.9509 *Trendless Repair of Pipe Leaks&Defects .trimot intlgsw. Project: 220023 POST TV Ammer ESTATES ='I Date: 10/20/2020 9:20:00 AM- Pipe Segment Reference: Light-1 Street: BERGEN STREET Upstream MH: C Length Surveyed: 114.2 Downstream MH: D Run Number: Direction of Survey: Upstream p Severe-E. Height(Diameter): 18 Material: Reinforced Concrete Pipe ID Number: D (0.0) AEP - Access Point End of Pipe Remark: D (0.0) MWL- Miscellaneous Water Level M1 d' (31.6) MGO - Miscellaneous General Observation Remark: UNKNOWN (94.0) JSM - Joint Separated Medium Remark: 0.275 (114.2) AOC -Access Point Special Chamber • Remark: C ;;n Total Distance: 114.2 ID Number: C r.`_' Created with the �- �_— �� ,1 r*i report generator Back] ) .PwLsinNG .9oh1Dh*metet(cIPP) •Pipe Cleaning&Video inspection `ii � •No Dig I'oirit Repair Systems jj sups ,.wr..-ce.�n..w,va •Excavation-Silplining-Grouting 757-366-9505 •Trendiless Repair of Pipe Leaks&defects wwrid,i3toTE�litt�tytOrt Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 08:38 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 2 Rim to Invert(U) 9 Grade to Invert(U) Rim to Grade (U) Downstream MH OUTFALL Rim to Invert(D) Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length Length Surveyed 9.3 ___ Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:39 Local Rural Streets - Light traffic,town and Weather Dry-No Precipitation Location Code city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes lnsp Tech Used CCTV Yes 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 - - any g�1'1 Created with the _ �J L i. ,m, report generator Back f---------67 •PIPE LINING 6"-96"Diameter(((lPP) •Pipe Cleaning&Video Inspection �' •No Dig Point Repair Systems -7 ' e. *Excavation-Sliplining-Grouting 211134 Av►.•Q:747,VA •',' www. wiotrH aQ MO •Trenchless Repair of Pipe Leaks&Defects Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:38:00 AM Pipe Segment Reference: • Light I ' Street: BERGEN STREET Upstream MH: 2 - 1 Length Surveyed: 9.3 Downstream MH: OUTFALL a i- Run Number: (Direction of Survey: Downstream Fiaxy~` 4 Severe-5 Height (Diameter): 24 1Material: Polypropylene ID Number: 2 ',S (0.0) AMH -Access Point Manhole Remark: 2 (0.0) MWL - Miscellaneous Water Level ^f v (9.3) AEP -Access Point End of Pipe '.! Remark: OUTFALL , Total Distance: 9.3 0 ID Number: OUTFALL _ Created with the ` Yam IJ�u'{11 'ICI;report generator Back I •PIPS LINING 6"-96"Diameter((IPP) •Pipe(leaning&Video Inspection `t •No Dig Point Repair systems •Excavation-Sliplining-Grouting Ar..aC,anp..,».VA 757 366'95" •Trendless Repair of Pipe Leaks&Defects matimurn Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 08:22 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 4 Rim to Invert (U) 7 Grade to Invert(U) Rim to Grade (U) Downstream MH 2 Rim to Invert (D) 5.5 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 44 Length Surveyed 44.7 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:22 Local Rural Streets - Dry -No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional info HIGHLINE AT MVIH 2 Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 ,e^'*`""°`r^_vim°^,---•:.�:.w{-^.` .- Created with the � L-Y`�' t' ?' �411, report generator Back •PIPE LINING b"•96"Diameter((IPP) •Pipe{leaning&Video inspection •No Dig Point Repair Systems ``c,14'4 •Excavation-Sliplining-Grouting 9171SenhltAre.•tAao lgVA 7574366.9505 •Trensidess Repair of Pipe Leaks&Defects www trisspfevtaittos,com Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:22:00 AM Pipe Segment Reference: ugnt-t Street: BERGEN STREET Upstream MH: 4 'moderate- Length Surveyed: 44.7 Downstream MH: 2 Run Number: Direction of Survey: Downstream H0 Severe-5 Height(Diameter): 24 Material: Polypropylene to, ID Number: 4 (0.0) AMH -Access Point Manhole Remark: 4 f (0.0) MWL - Miscellaneous Water Level (33.0) JSM - Joint Separated Medium Remark: .375 (44.7) AMH -Access Point Manhole Remark: 2 Total Distance: 44.7 f �' ID Number: 2 Created with the '``\-1 U j ' ' report generator Back O 01))) •PII'i:i,INING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems 3/1f( ‘SraLR0.w.•a�..ay.•,,.,v�. •Excavatiion-Sliplinin9-Grouting 757-366.9505 •Trentltless Repair of Pipe Leaks&Defects www f rislofeuf i U t i¢s.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 08:16 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 6 Rim to Invert (U) 14.5 Grade to Invert(U) Rim to Grade (U) Downstream MH 4 Rim to Invert(D) 7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 71 Length Surveyed 68.1 ' _ Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:17 Local Rural Streets- Dry -No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details 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 - Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 1 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the a-=' ' fLI '5 report generator Back 1 • •PIPE LINING 6"-96"Diameter(CIPP) , •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems +Excavation-Sfiplining Grouting $t!i Sts,"V`Aw..O1csuywko,VA ? 13�8 [W •Trenchless Repair of Pipe Leaks&Defects www fri3tatQyllQttQi.cam Project: 22.0023 POST TV AVINITY ESTATES Seven Date: 10/20/2020 8:16:00 AM Pipe Segment Reference: ugri=1 Street: BERGEN STREET Upstream MH: 6 Length Surveyed: 68.1 Downstream MH: 4 Run Number: Direction of Survey: Downstream ltaaVA Height (Diameter): 24 Material: Polypropylene Severe,-5 � .' ID Number: 6 Ina (0.0) ACB - Access Point Catch Basin Remark: 6 (0.0) MWL - Miscellaneous Water Level i (68.1) AMH -Access Point Manhole Remark: K '_ 4 • Total Distance: 68.1 ,, ID Number: 4 Back I ) i I report generator Created with the — rl-- . •EEEEF Iameter KIP nspectionfliol. p• • ems •Excavation s Sliplining-Grouting am MAI%Arc•alioop.-A.•VA 757466.950$ •Trenthless Repair of Pipe Leaks&Defects ...tristat+S orutio.aam Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 07:45 Reference Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 8 Rim to Invert(U) 11.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 6 Rim to Invert (D) 14.5 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 37.4 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/20/2020 07:45 Local Rural Streets- Dry-No Precipitation Light traffic,town and Weather Location Code city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 I Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the - `"� � � i, L!.'report generator Back ii •PIPE'LI3VlHG 6"-96"Diameter((IPP) •Pipe leaning&Video Inspection •No Dig Point Repair Systems "`�y a�a�Smith Ave.•O�.op..w,VA •Excavation-Siiplining-Grouting 757-366-9sos •Trenchtess Repair of Pipe Leaks&Defects www.tristateutititles.com Project: 220023 POST TV AVINITY ESTATES _,_ Date: 10/20/2020 7:45.00 AM Pipe Segment Reference: not-1 ' Street: DEGRAW STREET Upstream MH: 8 _N rzga Length Surveyed: 37.4 Downstream MH: 6 '`'� Run Number: Direction of Survey: Downstream ` S verc-5- Height (Diameter): 24 Material: Polypropylene 1'1* ID Number: 8 irr (0.0) ACB - Access Point Catch Basin Remark: 8 (0.0) MWL - Miscellaneous Water Level (37.4) ACB-Access Point Catch Basin . Remark: 6 44 Total Distance: 37.4 C) ID Number: 6 Created with the c— U' ' iI! report generator Back •PIPS LINING 6"-96"Diameter(CIPP) iiiall , 0 f., ))) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems `''`"''� 72H7 Swath Mn•Clwwpkok�,Y� •Excavation-Sliplining-Grouting !IP111 757-366-9505 •Trencliless Repair of Pipe Leaks&Defects ww.rtAStolNdilitl•S.tOM Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 17:41 Reference Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 26 Rim to Invert (U) 8.3 Grade to Invert(U) Rim to Grade (U) Downstream MH 6 Rim to Invert (D) 14.5 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 109 Length Surveyed 110 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/19/2020 17:42 Local Rural Streets- Dry -No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details • 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 l Fractures 0 Broken I Holes I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 i�.-:= :3r ice p 9 Back Created with the .L=-D�. 0 0: re ort enerator •PIPE LINING 6"-96"Diameter(CIPP) • { C ,AL •Pipe Cleaning&video inspection 1j) r " •Excavation-Sliplining-Granting SIM Soft Ars.•C+wopNk#,VA 7s7.ao6-9soa •Trenciifess Repair of Pipe Leaks&Defects www.Mlftofsulititiaf.�W m Project: 220023 POST TV AVNSTY ESTATES E3 Date: 10/19/2020 5:41:00 PM Pipe Segment Reference: Lt-t Street: DEGRAW STREET Upstream MH: 26 ''° tt"2' Length Surveyed: 110 Downstream MH: 6 Run Number: Direction of Survey: Downstream ' -" Height (Diameter): 15 Material: Polypropylene ' ,,_ ID Number: 26 (0.0) ACB -Access Point Catch Basin Remark: 26 (0.0) MWL - Miscellaneous Water Level (5.5) VZ - Vermin Other Remark: SNAKE (10.6) JSM - Joint Separated Medium 3;•, Remark: 1.00 ,i,: f (20.5) MWL- Miscellaneous Water Level -----;',, ';. • 3 ;G (89.1) JSM - Joint Separated Medium Remark: 0.875 s ' (110.0) ACB -Access Point Catch Basin It Remark: 6 Total Distance: 110 ID Number: 6 Created with the `"' �`.- CIS7 1 h"report generator Back 1 •PIPE%MING 6".96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting Mil Saito.rlw.•OwopMAr,VA 5��i9 05 •Trentitless Repair of Pipe teaks&Defects wwveorn Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 16:40 Reference Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 28 Rim to Invert (U) 7.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 26 Rim to Invert (D) 8.3 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 36 Length Surveyed 34.4 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 16:41 Local Rural Streets- Dry-No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed No lnsp Tech Used CCTV Yes 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 1 Holes I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 1 2t�r Back] 1 L� , l+�t P �- `sus !1 report generator Created with the •PIPE LINING b"-96"Diameter KIPP) , (fii i•Pipe{leaning A Video Inspection ,,° •No Dig Point Repair Systemsllil, - "" °J •Excavation-Sliplining-Grouting 9111 SmVe An.+Oxsofmlfb VA 757-366-9505 •Trendltless Repair of Pipe Leaks&Defects ' www trisfalaulitilla s.om Project: 220023 POST TV AVINITY ESTATES BM= Date: 1 0/1 9/2020 4:40:00 PM Pipe Segment Reference: Lgt_1 Street: DEGRAW STREET Upstream MH: 28 ats'°7f Length Surveyed: 34.4 Downstream MH: 26 Y 4 Run Number: Direction of Survey: Downstream Severe-5 Height (Diameter): 15 Material: Polypropylene 0 ID Number: 28 (0.0) ACB -Access Point Catch Basin Remark: 28 (0.0) MWL - Miscellaneous Water Level (6.0) JSM - Joint Separated Medium Remark: if 0.875 t.. (34.4) MSA- Miscellaneous Abandoned Survey Remark: T000 MUCH GRAVEL Total Distance: 34.4 Ce)`i ID Number: 26 Created with the ' '`L -._=� ` report generator Back r—: •PIPE d1NING 6"-96"Diameter((IPP)))) •Pipe(leaning&Video Inspection •No Dig Point Repair Systems •Excavation-Splitting-Grouting 9t715,,LM Aw.•4»sop.wlu.VA 7$7 366'9505 •Trenclrless Repair of Pipe Leaks&Defects www.tdoolcutdttlos.;om Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:59 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 30 Rim to Invert (U) 9.5 Grade to Invert(U) Rim to Grade (U) Downstream MH 8 Rim to Invert (D) 11.7 Grade to Invert (D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 33 Length Surveyed 32.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:59 Local Rural Streets - Dry -No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes lnsp Tech Used CCTV Yes 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 1 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the , , 'i1! report generator Back •PI)1 ) PEeIPP) E LINING 6 • 2111%el/7fRw.•GhesoPw7M va •Excavation=Sliplining P Grouting • - ���34b=��OS •Trenchtess Repair of Pipe Leaks&Defects wwtivtrl3fptcytilItips.cpm Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:59:00 PM Pipe Segment Reference: tight-t:, ,; Street: BERGEN STREET Upstream MH: 30 21. Length Surveyed: 32.2 Downstream MH: 8 ``M Run Number: Direction of Survey: Downstream ra0; severe-5 Height(Diameter): 18 Material: Polypropylene 0 ID Number: 30 (0.0) ACB - Access Point Catch Basin Remark: 30 (0.0) MWL- Miscellaneous Water Level . (32.2) ACB -Access Point Catch Basin Remark: 8 - Total Distance: 32.2 +) ID Number: 8 .�,. _PO Created with the `r' C1-! `)+i7 41 report generator Back 1 •PIPE LIMING 6"-96"Diameter(KIPP) •Pipe Cleaning&Video Inspection r" •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 9111 Smelt Am*.•Owopeoli,VA 757.366-9505 *Trendless Repair of Pipe Leaks&Defects w,v.,neistareyvla�tl ias.ea+n Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/19/2020 15:10 Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 38 Rim to Invert (U) 5.2 Grade to Invert (U) Rim to Grade (U) Downstream MH 30 Rim to Invert (D) 6.8 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 29 Length Surveyed 29.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:10 Local Rural Streets - Dry-No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info HIGHLINE AT CB 30 Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 l Holes I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the `4 � - p L report generator Back 1 •PIPE'LINING 6"-96"Diameter(CIPP) � •Pipe Cleaning$Vi:dea Dnspestion •DUo Dig D'®il Repair STsiems •Excavalion-Siiplining-Grouting 2111 SpZth Are.•Gtetopeek►,VA 957 366-95t#5 •Trenchless Repair of Pipe leaks&Defects www:tri4takotdiiitioscortt Project: 220023 POST TV AVINITY ESTATES E3 Date: 10/19/2020 3:10:00 PM Pipe Segment Reference: Light-1 Street: BERGEN STREET Upstream MH: 38 »gam Length Surveyed: 29.1 Downstream MH: 30 r ^- Run Number: Direction of Survey: Downstream 1e11Y Severe-5 Height (Diameter): 15 Material: Polypropylene 0 ID Number: 38 (0.0)ACB - Access Point Catch Basin Remark: 38 (0.0) MWL - Miscellaneous Water Level (8.7) JSM - Joint Separated Medium Remark: 0.875 aw (29.1) ACB -Access Point Catch Basin Remark: 30 r; Total Distance: 29.10 ID Number: 30 - ! i[ i report generator Back I Created with the L i ) •Pk LINING 6"-96"Diameter(CIPP) (t 'j ' 11 e •No Pipe CDigle o anPinting&epai VidreoSystems � Inspection • R ' ``"'`' :Ut si mAve.•CtmaRt oeVA •Excavation-Sliplining-Granting 757-36b-9505 *Trendless Repair of Pipe Leaks&Defects www,tdi?Attu llltiO?.om Project Information Surveyor Narne eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:40 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 30B Rim to Invert(U) 7 Grade to Invert(U) Rim to Grade (U) Downstream MH 30 Rim to Invert(D) 6.2 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height (Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length ,-- Total Length 59 Length Surveyed 57.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:41 Local Rural Streets- Dry No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info HIGHLINE AT CB 30 Location Details 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 ,_ 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 I Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the ,.f ' � ` 1� "I' report generator Back 0, •PIPE LINING 6 96"Diameter( IPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting ' 2141 Smith Ar►..42.0 1..vA 7574664505 •Trenchless Repair of Pipe Leaks&Defetts www.trisivev utie omi Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:40:00 PM Pipe Segment Reference: Li ht-1. , Street: BERGEN STREET Upstream MH: 30B P'ot: ?1 Length Surveyed: 57 1 Downstream MH: 30 .: r4 Run Number: Direction of Survey: Downstream * A Height(Diameter): 18 Material: Polypropylene Severe-5 0 ID Number: 30B (0.0) ACB - Access Point Catch Basin (0.0) MWL- Miscellaneous Water Level ... (36.7) JSM - Joint Separated Medium It' Remark: 0.075 2 (57.1) ACB-Access Point Catch Basin `;;+ Remark: thAi Total Distance: 57.1 ID Number: 30 Created with the --ii~4 }` report generator Back 1 *PIPE LINING 6".96"Diameter(CIPP) •Pipe Cleaning&Video Inspection ,40 ))) •No Dig Point Repair Systems :ai sieemat,r.•c7Nnop.aA.,VA 'Excavation-Sliplining.Grouting 757-366.9505 •Trencllless Repair of Pipe Leaks&©elects www tdstoeutilities.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:33 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 32 Rim to Invert (U) 7 Grade to Invert(U) Rim to Grade (U) Downstream MH 30B Rim to Invert(D) 7 Grade to invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 75 Length Surveyed 77.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:33 Local Rural Streets- Dry-No Precipitation Light traffic,town and Location Code city back streets, estate Weather During Survey streets and curbside parking areas Additional Info Location Details Custom Custom I 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes lnsp Tech Used CCTV Yes 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 ;'4"Created with the - \ 1 report generator Back I ' "� �+' /_ s •PfPE1.011i NG6"-WDiameter({IPP) (.\( -" )•Pipe Meaning&VideO lnsperti0n `�;,' •No Dig faint Repair Systems ."' h •Excavation-Slipliniing-Grouting 2111 Semi s Mr..Char v..w..VA 757-366-9505 *Trenclitess Repair of Pipe Leaks&Defects www.tritttetevlinttle;c4m Project: 220023 POST TV AVINITY ESTATES MEI Date: 10/19/2020 3:33:00 PM Pipe Segment Reference: Lit-1 Street: BERGEN STREET Upstream MH: 32 l od'erato-2 Length Surveyed: 77.3 Downstream MH: 30B Run Number: Direction of Survey: Downstream ' Severe-5 Height(Diameter): 15 Material: Polypropylene ID Number: 32 (0,0) ACB - Access Point Catch Basin Remark: 32 (0.0) MWL - Miscellaneous Water Level (77.3) AMH - Access Point Manhole Remark: 30B Total Distance: 77.3 ,to, ID Number: 30B Created with the 7y- ,'c ;l� 1JVil'Ui:l 1' report generator Back •Ph liNING b"-96"Diameter(CIPP) p---- i •Pipetleaning$Video Inspection•Excavation-Sliplining•Grouting M•L+r YA505 •TrencMless Repair of Pipe Leaks&Defects kts.com Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:24 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 40 Rim to Invert(U) 8.4 Grade to Invert(U) Rim to Grade (U) Downstream MH 32 Rim to Invert (D) 7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length - Total Length 39 Length Surveyed 37.4 , Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:24 Local Rural Streets- Dry -No Precipitation Light traffic, town and Location Code city back streets, estate Weather During Survey streets and curbside parking areas Additional Info Location Details Custom Custom I Custom 2 Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Custom 9 Custom 10 Project Reverse Setup ID Sheet(Group) Number Imperial Units (US) True Pressure Value Work Order Project 220023 POST TV AVIDITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes Laser No Sidewall No Sonar No Zoom No Other No Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Count Groups Taps 0 Roots 0 Cracks l Fractures 0 Broken/ Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the e={� = v Y� � 'i��' report generator Back I •PIPE LINING 4'c W Diametea((IPP) Pip$(ieonia$&Video Inspection 1 �( t [ 1)3) � •duo Dig Point Repair Systems 1 `" •Excavation-Siiplining-Grouting gill Smith Aft..Qtw milie.VAii10 757,3664505 lib •Trenchless Repair of Pipe Leaks&Defects www.tristoteytiittte com Project: 220023 POST TV AVINITY ESTATES Severi Date: 10/19/2020 3:24:00 PM Pipe Segment Reference: L;stst-z _._. Street: BERGEN STREET Upstream MH: 40 -Nmsr. ae-- Length Surveyed: 37.4 Downstream MH: 32 MEM Run Number: Direction of Survey: Upstream '' ' Severe-5 Height(Diameter): 15 Material: Polypropylene )/ ID Number: 32 (0.0) ACB -Access Point Catch Basin Remark: 32 (0.0) MWL - Miscellaneous Water Level •-•- (37.4) ACB-Access Point Catch Basin Remark: 40 Total Distance: 37.4 ( '; ID Number: 40 Created with the ''��-'-111- ' fi f t.ice'! report generator _Back' •PlM U ING 6"-96"Diameter(CIPP) <•Pipe{leaning&Video inspection •No Dig Point Repair Systems tin am►thw. cn..op..x..VA Excavation-Sliplining-Grouting 757-366-9505 •Trencbless Repair of Pipe Leaks&Defects www.trlstotcu13Htfes.corn Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/19/2020 14:01 Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 34 Rim to Invert(U) 8 Grade to Invert(U) Rim to Grade (U) Downstream MH 32 Rim to Invert(D) 7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 122 Length Surveyed 121.6 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 14:01 Local Rural Streets- Dry-No Precipitation Light traffic,town and Location Code city back streets, estate Weather During Survey streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the ` +�=� I'` lI CI report generator Back I , j •PIPE IJNlNG 6"-96"Diameter((IPP) •Pipe Cleaning&Video Inspection • ) •No Dig Point Repair Systems ` LIirt 4d 4:' aen Seth dv..o1wep..t4.vA •Excavation-Siliplining-Grouting ( T5tdsta.34ew7�tt66�95AStas.cnm *Trendless Repair of Pipe Leaks&Defects Project: 220023 POST TV AVINITY ESTATES IMMILV Date: 10/19/2020 2.01:00 PM Pipe Segment Reference: - t __. Street: BERGEN STREET Upstream MH: 34 Length Surveyed: 121.6 Downstream MH: 32 • Run Number: 1Direction of Survey: Downstream }' �` Severe-5 Height(Diameter): 15 Material: Polypropylene 0 ID Number: 34 (0.0)ACB -Access Point Catch Basin Remark: 34 (0.0) MWL - Miscellaneous Water Level •' (21.4) JSL- Joint Separated Large Remark: 2.275 (121.6)ACB - Access Point Catch Basin Remark: 32 + '! Total Distance: 121.6 ID Number: 32 Created with the c~ N tJ '4! report generator Back OrMININIM •PIPS 4INING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems t))))) stets ru. • •a..•n..>r.�+� •Excavation-Slipllning-Grouting f 757466-9505 •Trendrless Repair of Pipe Leaks&Defects • www tristoteut;utiasactm Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 13:46 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 36 Rim to Invert(U) 6.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 34 Rim to Invert(D) 8 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length • Total Length 50 Length Surveyed 50 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation. Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 13:47 Local Rural Streets- Dry -No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details Custom Custom I 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the ' =''y V' ` report generator Back (ct [cj3) ' •No Dig Point Repair Systems "'`h 'Excavation-Siiplining-Grouting am s.kh Aw.•LMsa�aka,VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects wiwwsdstctru#illticS.tom Project: 220023 POST TV AVINITY ESTATES El Date: 10/19/2020 1:46:00 PM Pipe Segment Reference: ugM-1 Street BERGEN STREET Upstream MH: 36 •_G+aczdezate•- Length Surveyed: 50 Downstream MH: 34 Run Number: Direction of Survey: Upstream Nev3r�4 P severe-5 Height(Diameter): 15 Material: Polypropylene I., ID Number: 34 (0.0) ACB - Access Point Catch Basin Remark: 34 (0.0) MWL - Miscellaneous Water Level •• (20.1) JSM - Joint Separated Medium Remark: 0.075 ; ; I (39.9) JSM - Joint Separated Medium Remark: 1.175 0 (50.0) ACB-Access Point Catch Basin Remark: 36 Total Distance: 50 Ali ID Number: 36 Created with the —='.Q- t3 L/ il i `'report generator Back I •Plh LINING 6"-96"Diameter({IPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems ( [ 1 i'4 9,a Snarls Ave.,cts« .,s.VA •FJ(cavation-Sliplining-Grouting 757--366 9" •Trendless Repair of Pipe Leaks&Defects www.tProject Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:58 Reference Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 10 Rim to Invert(U) 11 Grade to Invert(U) Rim to Grade (U) Downstream MH 8 Rim to invert(D) 11.7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 106 Length Surveyed 107.3 • Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 12:58 Local Rural Streets- Dry-No Precipitation Light traffic, town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the 2 ' ' ��ra iw report generator Back •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems 4{ ��'�... Chtxmosoite,VA ww757,3b6-93d5 •Trenchless Repair of Pipe Leaks&Defects ' w .rrlsfolrul nines.com •Excavation-Sliplining-Granting r Soi Project: 220023 POST TV AVINITY ESTATES MIZMI Date: 10/1912020 12:58:00 PM IPipe Segment Reference: ic�ht- Street: DEGRAW STREET Upstream MH: 10 .toctesdie`, Length Surveyed: 107.3 Downstream MH: 8 ISMIN Run Number: Direction of Survey: Downstream '8 -` Severe-5' Height(Diameter): 24 Material: Polypropylene ID Number: 10 ...0.. (0.0) ACB -Access Point Catch Basin Remark: 10 (0.0) MWL- Miscellaneous Water Level ••- (8.4) JSM -Joint Separated Medium Remark: 1.00 (107.3) ACB -Access Point Catch Basin Remark: 8 U Total Distance: 107.34Y ID Number: 8 1 Created with the �` r='yc � ,::a ''! report generator Back •PIPt-:L4NING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 213T S�bh Ave.•CNao9 D,VA 757-366-9505 •Trencltless Repair of Pipe Leaks&Defects ww kistotauNGtlas.dom Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:49 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 12 Rim to Invert(U) 12 Grade to Invert(U) Rim to Grade (U) Downstream MH 10 Rim to Invert(D) 11 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 34.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 12:49 Local Rural Streets- Dry -No Precipitation Light traffic, town and Weather During Survey Location Code city back streets,estate streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes Laser No l 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 l Fractures 0 Broken ! Holes I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the ' ` P report generator _Back I i 1 )•PIPE LINING b 96"Diameter(LIPP) i 1 i .r: •Pipe Cleaning&Video Inspection -` •No Dig Point Repair Systems friifit `th&I0. •Excavation-Slipliining A Grouting - ' 201 Sph�Amp,•ClbasaWke,VA 757-366�9505 •Trenchiess Repair of Pipe Leaks&Defects �v W .4 rl t40t1U9 i�i t�t;.COIn Project: 220023 POST TV AVINITY ESTATES VIE= Date: 10/19/2020 12:49:00 PM Pipe Segment Reference: 7 L9tt-1 Street: MONTAGUE STREET Upstream MH: 12 � iiiia "ti Length Surveyed: 34.3 Downstream MH: 10 ir`f� °``'` Run Number: Direction of Survey: Upstream ` ,tarry-d Height(Diameter): 18 Material: Polypropylene :..kk' ID Number: 10 ry (0.0) ACB -Access Point Catch Basin Remark: 10 ` .f, (0.0) MWL - Miscellaneous Water Level (34.3) ACB - Access Point Catch Basin 0 Remark: 12 Total Distance: 34.3 a• ID Number: 12 Created with the � 0 i� Et report generator Back •PIPR LINING 6"-96"Diameter(CIPP) ( Teti •Pipe Cleaning&Video 1nspectior •No Dig Point Repair Systems a771 Sa xe A+•cMaop..1.,VA 'Excavation-Sliplining-Grouting$-366-9 c ., •Trenchless Repair of Pipe Leaks&Defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:31 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 20 Rim to Invert (U) 9.5 Grade to Invert(U) Rim to Grade (U) Downstream MH 12 Rim to Invert(D) I 12 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 40 Length Surveyed 40.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 12:31 Local Rural Streets - Dry-No Precipitation Light traffic,town and Weather During Survey Location Code city back streets, estate streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 I Fractures 0 Broken / Holes I 0 Collapse Deposits 1 Obstruction 0 Abandoned Survey 0 Created with the ` ,, report generator Back] •PIPE LINING 6"-96"Diameter(KIPP)( 40 / •Pipe Cleaning&Video Inspection .lea Dig Point Repair Systems a,,,seta,aw•owso,,w1..YA *Excavation-Sliplining-Grouting 757-366-450s •Trenchless Repair of Pipe Leaks&Defects www.trhtotQ Ml tios.cem Project: 220023 POST TV AVINITY ESTATES E Date: 10/19/2020 12:31:00 PM Pipe Segment Reference: _ L;grxt-i Street MONTAGUE STREET Upstream MH: 20 tid6der 2_ Length Surveyed: 40.2 Downstream MH: 12 -'' °=' 2=4I Run Number: Direction of Survey: Downstream } dri$+ . Severe-5 • Height(Diameter): 15 Material: Polypropylene ' ID Number: 20 1.11 (0.0) ACB - Access Point Catch Basin (0.0) MWL - Miscellaneous Water Level (0.0) DAZ - Deposits Attached Other- ..... Position: 5 To 7 Remark: CONCRETE (40.2) ACB -Access Point Catch Basin Remark: 12 lui Total Distance: 40.20 ID Number: 12 Created with the " t y�"�' v� �� report generator Back I •PIPL LINING 6"-96"Diameter(CIPP) iiiiiir •Pipe Cleaning&Video Inspection tot) •Flo Dig Point Repair Systems zm s..,u�A,..-a+••ay.•L•.tla •Excavation-Sliplining-Grouting 757-366-950S •Trencbless Repair of Pipe Leaks&Defects 1111PH' wwwsdsfoteuHutrts.eom Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:09 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 22 Rim to Invert (U) 6.5 Grade to Invert(U) Rim to Grade (U) Downstream MH 20 Rim to Invert (D) 9.5 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height (Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 71 Length Surveyed 70.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Consequence of Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 12:09 Local Rural Streets- Light traffic, town and Weather Dry -No Precipitation Location Code - city back streets, estate During Survey streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 1 Obstruction 0 Abandoned Survey 0 Created with the = . t report generator Back 1 ( aligal--7- •PIPE HIEING 6"-96'Diameter((IPP) i •Pipe Cleaning Video inspection6 •No Dig Paint Repair Systems `'"''``- •Excavation-Sliplining-Grouting Iiii‘ 3131 SW/ft Aw.•CMaepa•W,YA 7s�aab,gsas •Trenchless Repair of Pipe Leaks&Defects wrrarf riStaftuoi11t1Ud.tom 7 ___) Project: 220023 POST TV AVINITY ESTATES Eel Date: 10/19/2020 12:09:00 PM Pipe Segment Reference: 1.8T1- Street: MONTAGUE STREET Upstream MH: 22 • Length Surveyed: 70.1 Downstream MH: 20 IMEMI Run Number: Direction of Survey: Upstream ;°'Nsr�y 9' p Severe-5 Height(Diameter): 15 Material: Polypropylene 0 ID Number: 20 (0.0) ACB -Access Point Catch Basin .., Remark: 20 (0.0) MWL - Miscellaneous Water Level •- (1.0) DAZ - Deposits Attached Other- ..... Position: 5 To 7 Remark: CONCRETE I (39.6) JSM -Joint Separated Medium Remark: 1.12E I (59.3) JSM - Joint Separated Medium Remark: 1.00 . (70.1) ACB -Access Point Catch Basin Remark: 22 Total Distance: 70.1 ;4 ID Number: 22 ��-' .�—i``���i ir. ; report generator Back Created with the —t_-3-u p •PIPE LINING 6"-96"Diameter(CIPP) (I{ ))::. •Pipe Cleaning&Video Inspection f •No Dig Point Repair Systems y+ter°° - •Excavation-Sliplining-Grouting 2111 Swill A».•Qhnopeoke,VA 757-366'9505 •Trenchtess Repair of Pipe Leaks&Defects www.tristateufll i ties.com • Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:09 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 22 Rim to Invert(U) 6.5 Grade to Invert(U) Rim to Grade (U) Downstream MH 20 Rim to Invert(D) 9.5 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 71 Length Surveyed 70.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 12:09 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 f Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 1 Obstruction 0 Abandoned Survey 0 Created with thePM i1�` "' 'J report generator •PIPE LINING 6"-96"Diameter(CIPP) I * •Pipe Cleaning&Video Inspection ' •No Dig Point Repair Systems I `'""' •Excavation-Sliplining-Grouting 2111 Smith Qra•G�esop-01.,VA 757-36615°5 •Trenchless Repair of Pipe Leaks&Defects www.trittateutiutiCs.com Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:09:00 PM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 22 Length Surveyed: 70.1 Downstream MH: 20 Run Number: .Direction of Survey: Upstream, Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 44 Remarks: 20 Miscellaneous Water 0.0 Level 59 Severity: None Percent: 0 Deposits Attached Other Position: 5 To 7 1.0 Severity: None 02:50 Percent: 5 Remarks: CONCRETE Maint Weight: 2 Distance Fault Observation Time Picture Joint Separated Medium Severity: None 39.6 Defect: 4 10:34 Remarks: 1.12 Struct Weight: 3 Joint Separated Medium 59.3 Severity: None 12.52 Remarks: 1.00 Struct Weight: 3 Access Point Catch Basin 70.1 Severity: None 14:39 Remarks: 22 Created with the EWAd report generator •PIPE LINING 6"-96"Diameter(CIPP) i, )I •Pipe Cleaning&Video Inspection ilill)' I ( ii 4l/LW } 1e. i •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 Smith AN.•Qr opmk-.VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.trista tc ut i li tics.com Project: 220023 POST TV AVINITY ESTATES Er= l__ Light-1 ' Date: 10/19/2020 12:09:00 PM Pipe Segment Reference: t a a Street: MONTAGUE STREET Upstream MH: 22 -;t -* Length Surveyed: 70.1 Downstream MH: 20 � Hearth '` Run Number: Direction of Survey: Upstream Severe-5 Height(Diameter): 15 Material: Polypropylene ID Number: 20 71 (0.0)ACB -Access Point Catch Basin ro Remark: 20 (0.0) MWL-Miscellaneous Water Level (1.0) DAZ- Deposits Attached Other- Position: 5 To 7 Remark: CONCRETE (39.6) JSM -Joint Separated Medium II Remark: 1.12 L (59.3) JSM -Joint Separated Medium 11 Remark: 1.00 H (70.1)ACB -Access Point Catch Basin Remark: 22 Total Distance: 70.10 ID Number: 22 Created with the t1 report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 - 3 6 0 6 2 0 2 2 1 0 0 0 Overall 6 2 8 Number of Defects 2 1 3 Pipe Rating 3200 2100 3221 Pipe Ratings Index 3 2 2.7 Nassco C.C.T.V. Defect Code Information , Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension At/ • 1st 2nd % From To 0 44 ACB-Access Point Catch Basin 20 0 59 MWL-Miscellaneous Water 0 Level 1 170 DAZ-Deposits Attached Other 5 5 7 CONCRETE 39.6 634 JSM-Joint Separated Medium 4 1.12 59.3 772 JSM-Joint Separated Medium 1.00 70.1 879 ACB-Access Point Catch Basin 22 Created with the .ult report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES 20-22_1 0 1 92020-1 2 1 0_U 2593.mp4 Size:443 MB Your browser does not support the video tag. Created with the 141 /'1. report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:09:00 PM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 22 Length Surveyed: 70.1 Downstream MH: 20 Run Number: Direction of Survey: Upstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 71 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted: 138 Created with the M�UV , \9 report generator 1 Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the t report generator / I •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 5,411,Ars.•O/ewpeo4e,VA l c 7574664505 •Trenchless Repair of Pipe Leaks&Defects www.tristateutilitles.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:31 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 20 Rim to Invert(U) 9.5 Grade to Invert(U) Rim to Grade (U) Downstream MH 12 Rim to Invert(D) 12 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 40 Length Surveyed 40.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 12:31 Local Rural Streets-Light Dry-No Precipitation traffic,town and city back Weather Location Code During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 1 Obstruction 0 Abandoned Survey 0 Created with the �, It report generator Ail , 0 ihe, •PPipeIPE LINING Cl eaning 6"8Vid-96"DiameterInspection(CIPP) • eo 1 •No Dig Point Repair Systems ' 1 2111SiwtA A..rQ +oWo •Excavation-Sliplining-Grouting rYe,VA 757-366-9505 www.trhtoteutltt;C5.cnm Trenchless Repair of Pipe Leaks&Defects Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:31:00 PM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 20 Length Surveyed: 40.2 Downstream MH: 12 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture 0.0 Access Point Catch Basin 46 Severity: None Miscellaneous Water Level 0.0 01:08 Severity: None Percent: 0 Deposits Attached Other Position: 5 To 7 Severity: None 0.0 01:31 Percent: 0 Remarks: CONCRETE Maint Weight: 2 Distance Fault Observation Time Picture Access Point Catch Basin 40.2 Severity: None 04:56 Remarks: 12 Created with the �It report generator •PIPEPipe Cl LININGeaning 6"&V-96ideo"DiameterInspection(CIPP) ,T • P. •No Dig Point Repair Systems '4.10 •Excavation-Skplining-Grouting 2111 Snrth Ave.•QAtWptokt.VA 757-36645°5 •Trencliless Repair of Pipe Leaks&Defects vnaw.tristo tc u1dl tics.com Project: 220023 POST TV AVINITY ESTATES not Date: 10/19/2020 12:31:00 PM Pipe Segment Reference: eo Street: MONTAGUE STREET Upstream MH: 20 Length Surveyed: 40.2 Downstream MH: 12 Heavy-4 Run Number: Direction of Survey: Downstream ( Severe-5 Height(Diameter): 15 Material: Polypropylene ID Number: 20 (0.0)ACB-Access Point Catch Basin (0.0) MWL- Miscellaneous Water Level (0.0) DAZ- Deposits Attached Other- Position: 5 To 7 Remark: CONCRETE (40.2)ACB -Access Point Catch Basin Remark: 12 Total Distance: 40.20 ID Number: 12 Created with the "" report generator Nassco C.C.T.V. Defect Code Information Grade Structural _ O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 2 2 1 0 0 0 Overall 0 2 2 Number of Defects 0 1 1 Pipe Rating 0000 2100 2100 Pipe Ratings Index 0 2 2 Nassco C.C.T.V. Defect Code Information l Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension At/ 1st 2nd From To 0 46 ACB-Access Point Catch Basin 0 68 MWL-Miscellaneous Water 0 Level 0 91 DAZ-Deposits Attached Other 0 5 7 CONCRETE 40.2 296 ACB-Access Point Catch Basin 12 Created with the PM " report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES 20-12_10192020-1232_D 11076.mp4 Size: 151 MB Your browser does not support the video tag. Created with the t " "'I report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:31:00 PM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 20 Length Surveyed: 40.2 Downstream MH: 12 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 41 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values: 60 Number of Feet to Average: 1 Final number of points plotted:65 Created with the � " f report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the u OVd �`� report generator f 403)•PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2W S. hA,•.•CMwp.& .VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.tristatcufilittcs.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:49 Reference Street MONTAGUE STREET City SCOTTSVILLE Comments Manhole Upstream MH 12 Rim to Invert(U) 12 Grade to Invert(U) Rim to Grade (U) Downstream MH 10 Rim to Invert(D) 11 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 34.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 12:49 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the'eP e report generator •PIPE LINING 6"-96"Diameter(CIPP) Ili � �. ••PiNo Dpe CleaningigPaintRepai�VidreoSyste Insmspection f •Excavation-Sliplining-Grouting 2111 S. A..Q,ewpeako.VA 757-366-95a5 •Trenchless Repair of Pipe Leaks&Defects www.trieateutaities.com Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:49.00 PM Pipe Segment Reference: Street: MONTAGUE STREET _Upstream MH: 12 Length Surveyed: 34.3 Downstream MH: 10 Run Number: Direction of Survey: Upstream 'Height(Diameter): 18 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 35 Remarks: 10 Miscellaneous Water 0.0 Level 45 Severity: None Percent: 0 Access Point Catch Basin 34.3 Severity: None 03:37 Remarks: 12 •PIPE LINING 6"-96"Diameter(CIPP) t 0 1 r •Pipe Cleaning&Video Inspection r ` 1 •No Dig Point Repair Systems '"'Y'4 •Excavation-Sliplining-Grouting 2111 SwAlt Aw.-ChAsopwYe,VA 757-366-9505 •Trenchtess Repair of Pipe Leaks&Defects www.tristateulBitiCs.com Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12.49:00 PM Pipe Segment Reference: e_ , == . Street: MONTAGUE STREET Upstream MH: 12 , 3? w= Length Surveyed: 34.3 Downstream MH: 10 tly4 ' Run Number: Direction of Survey: Upstream I Severe-5 Height(Diameter): 18 Material: Polypropylene 40 ID Number: 10 f (0.0)ACB-Access Point Catch il Basin Remark: 10 (0.0) MWL- Miscellaneous Water Level r (34.3)ACB-Access Point Catch Basin Remark: 12 Total Distance: 34.30 ID Number 12 Created with the ' 'E ''i;'`L�` )report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 ' Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code ' Cont Joint Location Ref Defect Dimension % At/ To 1st-1 2nd From 0 35 ACB-Access Point Catch Basin 10 0 45 MWL-Miscellaneous Water 0 Level _ 34.3 217 ACB-Access Point Catch Basin 12 Created with the ��'CS " U report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_10-12_10192020-1253_U_30468.mp4 Size: 112 MB Your browser does not support the video tag. Created with the ; ` " report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:49:00 PM Pipe Segment Reference: Street: MONTAGUE STREET Upstream MH: 12 Length Surveyed: 34.3 Downstream MH: 10 Run Number: Direction of Survey: Upstream. Height(Diameter): 18 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 35 Max Percent Difference:3 Number of Window Values: 1 Percent Diffemce Max for Windows Values: 60 Number of Feet to Average: I Final number of points plotted:69 Created with the U t report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the CAM ��' report generator •PIPE LINING 6"-96"Diameter(CIPP) • •Pipe Cleani:R . sst g 8 Video Inspection t l •No Dig Poin ems `'JJ1'`• •Excavation-Sliplining-Grouting 2111 Sm:,N Are.•Cxwp.ak..VA 757'3664505 •Trenchtess Repair of Pipe Leaks&Defects www.trista tcutiti tics.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 12:58 Reference Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 10 Rim to Invert(U) 11 Grade to Invert(U) Rim to Grade (U) Downstream MH 8 Rim to Invert(D) 11.7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 106 Length Surveyed 107.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 12:58 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the P `E� I report generator 1 •PIPE LINING 6"-96"Diameter(CIPP) ‘. 1 bik •Pipe Cleaning&Video Inspection 1 uyf •No Dig Point Repair Systems 1 `'""' I •Excavation-Sliplining-Grouting a'II s..tiaa..:a..op.ol•,V 757-366-95Q5 •Trenchless Repair of Pipe Leaks&Defects www.f risto lcuN ti t ios.co m Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:58:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 10 Length Surveyed: 107.3 Downstream MH: 8 Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 36 Remarks: 10 Miscellaneous Water 0.0 Level 47 Severity: None Percent: 0 Joint Separated Medium Severity: None 8.4 Defect: 4 03:27 Remarks: 1.00 Struct Weight: 3 Distance Fault Observation Time Picture Access Point Catch Basin 107.3 Severity: None 07:44 Remarks: 8 Created with the report generator •PIPE LINING 6"-96"Diameter(CIPP) . •Pipe Cleaning&Video Inspection •' J re •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 Si/tPAr•.•Qxwp••.•,VA 757-366-4505 •Trenchless Repair of Pipe Leaks&Defects vnnvtrista teutilities.com Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:58:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 10 /•rg - t Length Surveyed: 107.3 Downstream MH: 8 Heavy`-4 I Run Number: Direction of Survey: Downstream Pere-5 Height(Diameter): 24 Material: Polypropylene ID Number: 10 (0.0) ACB-Access Point Catch Basin Remark: 10 I: (0.0) MWL- Miscellaneous Water Level. (8.4) JSM-Joint Separated Medium Remark: 1.00 (107.3)ACB -Access Point Catch Basin Remark: 8 Total Distance: 107.30 ID Number: 8 Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 3 0 3 2 0 0 0 1 0 0 0 Overall 3 0 3 Number of Defects 1 0 1 Pipe Rating 3100 0000 3100 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension At/ To 1st 2nd From 0 36 ACB-Access Point Catch Basin 10 0 47 MWL-Miscellaneous Water 0 Level 8.4 207 JSM-Joint Separated Medium 4 1.00 107.3 464 ACB-Access Point Catch Basin 8 Created with the " ! report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_10-8_10192020-1301_D_1567.mp4 Size:235 MB Your browser does not support the video tag. Created with the 7 M i" report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 12:58:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 10 Length Surveyed: 107.3 Downstream MH: 8 Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 108 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted: 160 Created with the report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES �-7.1---, r ;r Created with the U� i'` report generator h :PIPE LINING 6"-96"Diameter(CIPP) Pipe Cleaning&Video Inspection (to • ' •No Dig Paint Repair Systems ""'04 •Excavation-Sliplining-Grouting 2D11 Smith km.O.,opeo W,VA _ 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.tristateutinties.cam Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 13:46 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 36 Rim to Invert(U) 6.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 34 Rim to Invert(D) 8 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length - Total Length 50 Length Surveyed 50 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 13:47 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the it]report generator •PIPE LINING 6"-96"Diameter(CIPP) f/ I b. •Pipe Cleaning&Video Inspection 1 `'-; wY •No Dig Point Repair Systems `'"'t'°Q / •Excavation-Sliplining-Grouting am Swkl.Ae-.•Orwpeek.,VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.trisfalCatilitiCs dom Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 1:46:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 36 Length Surveyed: 50 Downstream MH: 34 Run Number: Direction of Survey: Upstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 47 Remarks: 34 Miscellaneous Water 0.0 Level 57 Severity: None Percent: 0 Joint Separated Medium Severity: None .. 20.1 Defect: 4 04:03 Remarks: 0.075 Struct Weight: 3 Distance Fault Observation Time Picture Joint Separated Medium Severity: None 39.9 Defect: 4 05:15 Remarks: 1.175 Struct Weight: 3 Access Point Catch Basin 50.0 Severity: None 05:59 Remarks: 36 Created with the ti report generator •PIPE LINING 6"-96"Diameter(CIPP) f ri .; , I la ••Pipe Cleaning&Video Inspection y. s J / � •No Dig Point Repair Systems ill')1 2111 Lw•th Ae-.• `'""`p9 k •Excavation-Sliplining-Grouting CMtope• 757-366-9505�,YA •Trenchless Repair of Pipe Leaks&Defects www.tristatcusili tics.com Project: 220023 POST TV AVINITY ESTATES E Date: 10/19/2020 1:46.00 PM Pipe Segment Reference: I . Light-1 Street: BERGEN STREET Upstream MH: 36 .0.ictit„D=fil Length Surveyed: 50 Downstream MH: 34 Hear/y 4 Run Number: Direction of Survey: Upstream I Severe-5 Height(Diameter): 15 Material: Polypropylene 0 ID Number: 34 r (0.0)ACB-Access Point Catch _ Basin Remark: 34 (0.0) MWL- Miscellaneous Water ,, Level :? F. (20.1) JSM -Joint Separated Medium Remark: 0.075 (39.9) JSM - Joint Separated 101 Medium Remark: 1.175 1? (50.0)ACB-Access Point Catch Basin Remark: 36 Total Distance: 500 ID Number: 36 Created with the �`"� 1vil report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 6 0 6 2 0 0 0 l 0 0 0 Overall 6 0 6 Number of Defects 2 0 2 Pipe Rating 3200 0000 3200 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension At/ 1st 2nd % From To 0 47 ACB-Access Point Catch Basin 34 0 57 MWL-Miscellaneous Water 0 Level 20.1 243 JSM-Joint Separated Medium 4 0.075 39.9 315 JSM-Joint Separated Medium 4 1.175 50 359 ACB-Access Point Catch Basin 36 Created with the � 1�`L%i� !I"J report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_34-36_10192020-1350_U_14717.mp4 Size: 185 MB Your browser does not support the video tag. Created with the " __s O RA a report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 1:46:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 36 Length Surveyed: 50 Downstream MH: 34 Run Number: Direction of Survey: Upstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 51 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:93 Created with the�t�; report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the -!'_ A%report generator l •PIPEPipe LININGCl Y 6"-96id"Diameterpecti(CIPP) f.,4 1 a • eaning& ea Inson •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 Se oih Aw.•O..opooho,VA . 75?366450� •Trenchless Repair of Pipe Leaks&Defects Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/19/2020 14:01 Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 34 Rim to Invert(U) 8 Grade to Invert(U) Rim to Grade (U) Downstream MH 32 Rim to Invert(D) 7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 122 Length Surveyed 121.6 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 14:01 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes lnsp Tech Used CCTV Yes 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 1 Holes/ 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the sT .� report generator r• •PIPE LINING 6"-96"Diameter(CIPP) f°‘, # )))1/4 •Pipe Cleaning&Video Inspection I •No Dig Point Repair Systems 4111 114h AH: +opao�o •Excavation-Sliplining-Grouting Qw 757-366-9505,VA •Trenchless Repair of Pipe Leaks&Defects(111111111) mnr.tristateulilit ics.cart Project: 220023 POST TV AVINITY • ESTATES Date: 10/19/2020 2:01:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 34 Length Surveyed: 121.6 Downstream MH: 32 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 44 Remarks: 34 Miscellaneous Water 0.0 Level 54 Severity: None Percent: 0 Joint Separated Large Severity: None y_ - 21.4 Defect: 2 03:23 Remarks: 2.275 Struct Weight: 4 Distance Fault Observation Time Picture Access Point Catch Basin 121.6 Severity: None 08:32 Remarks: 32 `�4 3I mpro II Created with the - JJJJ�I � report generator •PIPE LINING 6"-96"Diameter(CIPP) r, I )" •Pipe Cleaning&Video Inspection / •No Dig Point Repair Systems °�"' •Excavation-Sliplining-Grouting 2111 SnAI.A. Qiewpeoleo,VA _ 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.histatculili tics.cam Project: 220023 POST TV AVINITY ESTATES E I U„int-, Date: 10/19/2020 2:01:00 PM Pipe Segment Reference: } ,s ocf�-ate=,. Street: BERGEN STREET Upstream MH: 34 / Length Surveyed: 121.6 Downstream MH: 32 -4 Run Number: Direction of Survey: Downstream 1 severe-5 Height(Diameter): 15 Material: Polypropylene I . ID Number: 34 (0.0)ACB-Access Point Catch Basin Remark: 34 • (0.0) MWL- Miscellaneous Water ; Level IT . (21.4) JSL-Joint Separated I Large Remark: 2.275 F (121.6)ACB -Access Point Catch Basin Remark: 32 IA Total Distance: 121.E 0 ID Number: 32 Created with the PL,-= \./q report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 4 0 4 3 0 0 0 2 0 0 0 1 0 0 0 Overall 4 0 4 Number of Defects 1 0 1 Pipe Rating 4100 0000 4100 Pipe Ratings Index 4 0 4 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension At/ 1st 2nd % From To 0 44 ACB-Access Point Catch Basin 34 0 54 MWL-Miscellaneous Water 0 Level 21.4 203 JSL-Joint Separated Large 2 2.275 121.6 512 ACB-Access Point Catch Basin 32 Created with the report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_34-32_10192020-1402_D_48196.mp4 Size:261 MB Your browser does not support the video tag. Created with the 1 3 -" ;4i report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 2:01:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 34 Length Surveyed: 121.6 Downstream MH: 32 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 123 Max Percent Difference:3 Number of Window Values: 1 Percent Diffemce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted: 194 Created with the r�-= report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the r�x� report generator ) •PIPE LINING 6"-96"Diameter(CIPP)(((i a •Pipe Cleaning&Video Inspection s •No Dig Point Repair Systems j •Excavalian-Sliplining-Grouting 211 l smart Arm..fAmwpmekm,VA 757466-95a5 •Trencllless Repair of Pipe Leaks&Defects , www,rrisfa teutntiessam Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/19/2020 15:10 Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 38 Rim to Invert(U) 5.2 Grade to Invert(U) Rim to Grade (U) Downstream MH 30 Rim to Invert(D) 6.8 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 29 Length Surveyed 29.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:10 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info HIGHLINE AT CB 30 Location Details 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 r Imperial Units (US) True Pressure Value 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 1 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 tj Created with they '1 1 U . " report generator •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •;; l •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111$.nits A.e.`Qwwp�olo,VA 757-366:95Q5 •Trenthless Repair of Pipe Leaks&Defects ww w.tristat¢utilitics,sorn Project: 220023 POST TV, AVINITY ESTATES Date: 10/19/2020 3:10:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 38 Length Surveyed: 29 1 Downstream MH: 30 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 45 Remarks: 38 Miscellaneous Water 0.0 Level 54 Severity: None Percent: 0 Joint Separated Medium 8 7 Severity: None 03:38 Remarks: 0.875 Struct Weight: 3 Distance Fault Observation Time Picture Access Point Catch Basin 29.1 Severity: None 04:50 Remarks: 30 Created with the }' :id report generator •PIPE LINING 6"-96"Diameter(CIPP) i‘ lr4 91 a •NoPipeDig CleaninPointg S�VideoSystems Inspection / • Repair `�"rt`° •Excavation-Sliplining-Grouting tlll Sew:*A..•Cheaopeoho.VA 757-366-9505 •Trenchless Repair of Pipe Leaks&DeFects www.tristatculilltics.cam Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:10:00 PM Pipe Segment Reference: ikailW Street: BERGEN STREET Upstream MH: 38 of.;,. r Length Surveyed: 29.1 Downstream MH: 30 ``iea. Run Number: Direction of Survey: Downstream severe-5 Height(Diameter): 15 Material: Polypropylene 0 ID Number: 38 (0.0) ACB-Access Point Catch ;, Basin Remark: 38 (0.0) MWL- Miscellaneous Water Level , : (8.7) JSM -Joint Separated Medium Remark: 0.875 (29.1) ACB -Access Point Catch Basin Remark: 30 )41 Total Distance: 29.1 10P ID Number: 30 Created with the _ t] report generator Nassco C.C.T.V. Defect Code Information 7-fl Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 3 0 3 2 0 0 0 1 0 0 0 Overall 3 0 3 Number of Defects 1 0 1 Pipe Rating 3100 0000 3100 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension At/ 1st 2nd % From To 0 45 ACB-Access Point Catch Basin 38 0 54 MWL-Miscellaneous Water 0 Level 8.7 218 JSM-Joint Separated Medium 0.875 29.1 290 ACB-Access Point Catch Basin 30 Created with the ; ,) \VIt report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES 38-30 10192020-1512_D 21946.mp4 Size: 153 MB Your browser does not support the video tag. Created with the " -` i{V�l �`y report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:10:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 38 Length Surveyed: 29.1 Downstream MH: 30 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 30 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:63 /71 Created with the f) v' "u1!]report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the iv report generator •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection , r ' r •No Dig Point Repair Systems •Excavation-Sliplining-Grouting f` 2111 S-i1P A».•Qrewpeoke,YA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects ' www.trista teuf ili ties.cam Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:24 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 40 Rim to Invert(U) 8.4 Grade to Invert(U) Rim to Grade (U) Downstream MH 32 Rim to Invert(D) 7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 39 Length Surveyed 37.4 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Consequence of Purpose Post Rehabilitation Survey Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:24 Local Rural Streets-Light Dry-No Precipitation traffic,town and city back Weather During Survey Location Code streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the I . report generator •PIPE LINING 6"-96"Diameter(CIPP) fiPNipeD.Clepan.intgR"I'd"S Inspection1 • ystems •Excavation-Sliplining-Grouting 2111 S-.1n Am•Qwsapaeh-,VA 757-366-95a5 •Trenchless Repair of Pipe Leaks&Defects www.tristatcutili tics.com Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:24:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 40 Length Surveyed: 37.4 Downstream MH: 32 Run Number: Direction of Survey: Upstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 42 Remarks: 32 Miscellaneous Water 0.0 Level 51 Severity: None Percent: 0 Access Point Catch Basin 37.4 Severity: None 04:42 Remarks: 40 •PIPE LINING 6"-96"Diameter((IPP) k •Pipe(leaning&Video Inspection 1 i 'Y• 1 •No Dig Point Repair Systems `'"i1'�Q •2111 S/wtih proko VA Excavation-Sliplining-Grouting Are.•O�esa 757-366-9505, •Trenchless Repair of Pipe Leaks&Defects www.tristatc ulilttles.com Project: 220023 POST TV AVINITY ESTATES MEM u Date: 10/19/2020 3:24:00 PM Pipe Segment Reference: ',P;o Street: BERGEN STREET Upstream MH: 40 r. Length Surveyed: 37 4 Downstream MH: 32 �- yea`Y-4 • Run Number: Direction of Survey: Upstream Severe-5 Height(Diameter): 15 Material: Polypropylene 0 ID Number: 32 (0.0)ACB-Access Point Catch T Basin Remark: 32 (0.0) MWL- Miscellaneous Water Level F] (37.4) ACB-Access Point Catch Basin Remark: 40 1-!tt Total Distance: 37.4 ID Number: 40 Created with the ='OEM:"1J report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension At/ 1st 2nd From To 0 42 ACB-Access Point Catch Basin 32 0 51 MWL-Miscellaneous Water 0 Level _ 37.4 282 ACB-Access Point Catch Basin 40 Created with the x—"� I\ 1.1]report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES 32-40_10192020-1525_U 23993.mp4 Size: 149 MB Your browser does not support the video tag. Created with the -1PwMi 4s report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:24:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 40 Length Surveyed: 37.4 Downstream MH: 32 Run Number: Direction of Survey: Upstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean:-1.#IND Plot Distance From: 0 To 38 Max Percent Difference:3 Number of Window Values: I Percent Diffemce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:76 Created with the -' report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the ` J :I', ' report generator •PIPE LINING 6"-96"Diameter(CIPP) tra •Pipe Cleaning&Video Inspection ' Yam' •No Dig Point Repair Systems )111111 4`"tea •Excavation-Sliplining-Grouting 211157;7..l».•CMwp.otc,VA 757-3bb-45a5 •Trenchless Repair of Pipe Leaks&Defects www.trista to uii►i ti es.co m Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:33 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 32 Rim to Invert(U) 7 Grade to Invert(U) Rim to Grade (U) Downstream MH 30B Rim to Invert(D) 7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 75 Length Surveyed 77.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:33 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes Laser No Sidewall No Sonar No Zoom No Other No Inspection Inspection Status Complete Inspection Reviewer Certificate Reviewed By Number Count Groups Taps 0 Roots 0 Cracks/ Fractures 0 Broken l Holes I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the , _.7 report generator •PIPE LINING 6"-96"Diameter(CIPP) i , (1\ I •Pipe Clng&Video lnspectian r •No Qig Paieanint Repair Systems `'"" 4 •Excavation-Sliplining-Grouting 21l1 5.4*Ars.•Qasopeeke.VA 75746645°5 •Trenchless Repair of Pipe Leaks&Defects www.tristoteuliii tres.catn Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:33:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 32 Length Surveyed: 77.3 Downstream MH: 30B Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 42 Remarks: 32 Miscellaneous Water 0.0 Level 52 Severity: None Percent: 0 Access Point Manhole 77.3 Severity: None 04:32 Remarks: 30B •PIPE LINING 6"-96"Diameter(CIPP) (11 _.rr " )))1; •Pipe Cleaning&Video Inspection ' •No Dig Point Repair Systems 2111 sr.tinR...•aK,00.•4..va •Excavation-Sliplining-Grouting 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects wwwiristc tc ut i li t i Cs.wm Project: 220023 POST TV AVINITY ESTATES Ell Light-1 Date: 10/19/2020 3:33:00 PM Pipe Segment Reference: ... Street: BERGEN STREET Upstream MH: 32 6411:- Length Surveyed: 77.3 Downstream MH: 30B Heavy-4 Run Number: Direction of Survey: Downstream severe-5 Height(Diameter): 15 Material: Polypropylene ID Number: 32 (0.0)ACB-Access Point Catch [1] Basin Remark: 32 (0.0) MWL- Miscellaneous ' Water Level ,s..Lr; (77.3)AMH -Access Point Manhole Remark: 30B 0 Total Distance: 77.30 ID Number: 30B Created with the 0MI`Jdtl report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension At/ To 1st 2nd From 0 42 ACB-Access Point Catch Basin 32 0 52 MWL-Miscellaneous Water 0 _ Level 77.3 272 AMH-Access Point Manhole 30B Created with the ��J � Lit report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_32-30B_10192020-1535_D_48700.mp4 Size: 144 MB Your browser does not support the video tag. Created with there `' '' "t report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:33:00 PM `Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 32 Length Surveyed: 77.3 Downstream MH: 30B Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean: -111IND Plot Distance From: 0 To 78 Max Percent Difference:3 Number of Window Values: I Percent Diffemce Max for Windows Values: 60 Number of Feet to Average: 1 Final number of points plotted:98 `Created with the� 1 `� 4l-4."�lL�J report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the 1 �il'"dt report generator f •PIPE LINING 6"•96"Doiameter(CIPP) i • •Pipe 1:144 ng a Vide Inspection �f may,:, •No Dig Point Repair Systems j, )) •Excavation-Sliplining-Grouting Y/lt S M Are:C op�ob,VA 757-366-9505 •Trenchtess Repair of Pipe Leaks a Defects mnv.tristo teut ititres.com ,, Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/19/2020 15:40 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 30B Rim to Invert(U) 7 Grade to Invert(U) Rim to Grade (U) Downstream MH 30 Rim to Invert(D) 6.2 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 59 Length Surveyed 57.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:41 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info HIGHLINE AT CB 30 Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 1 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the u"t report generator 1 )) •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection l •No Dig Point Repair Systems • 1 ""`¢Q •Excavation-Sliplining-Grouting 21115.4N Ar..•Owaop.o4e.VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.tristateufili f ies.cam Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:40:00 PM Pipe Segment Reference: Street: BERGEN STREET • Upstream MH: 30B Length Surveyed: 57.1 Downstream MH: 30 Run Number: Direction of Survey: Downstream Height(Diameter): 18 Material: Polypropylene Distance Fault Observation Time Picture 0.0 Access Point Catch Basin 42 Severity: None Miscellaneous Water 0.0 Level 54 Severity: None Percent: 0 Joint Separated Medium Severity: None 36.7 Defect: 4 02:54 Remarks: 0.075 Struct Weight: 3 Distance Fault Observation Time Picture Access Point Catch Basin 57.1 Severity: None 03:58 Remarks: 30 Created with thei'�vt!u report generator •PIPE LINING 6"-96"Diameter(CIPP) )1;,t •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 S 29.Aw.•CAewpeolge,VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.tristateutilities.cam Project: 220023 POST TV AVINITY ESTATES Light-1 Date: 10/19/2020 3:40.00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 30B Length Surveyed: 57.1 Downstream MH: 30 Heavy-4 Run Number: Direction of Survey: Downstream Severe-5 Height(Diameter): 18 Material: Polypropylene 0 ID Number: 30B (0.0)ACB-Access Point Catch Basin (0.0) MWL- Miscellaneous Water r Level E:: (36.7) JSM -Joint Separated Medium Remark: 0.075 U (57.1)ACB-Access Point Catch Basin Remark: 30 141 Total Distance: 57.10 ID Number: 30 Created with the ` `�report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 3 0 3 2 0 0 0 1 0 0 0 Overall 3 0 3 Number of Defects 1 0 1 Pipe Rating 3100 0000 3100 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information Circumferential Value Distance Video Code Cont Joint Location Ref Defect Dimension At/ 1st 2nd From To 0 42 ACB-Access Point Catch Basin 0 54 MWL-Miscellaneous Water 0 Level 36.7 174 JSM-Joint Separated Medium 4 0.075 57.1 238 ACB-Access Point Catch Basin 30 1 Created with the ID report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_30B-30 10192020-1542_D 44535.mp4 Size: 128 MB Your browser does not support the video tag. -- , Created with theg � 1' "�l�i report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:40:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 30B Length Surveyed: 57 1 Downstream MH: 30 Run Number: Direction of Survey: Downstream Height(Diameter): 18 Material: Polypropylene Percent Grade Mean:-1.#IND Plot Distance From: 0 To 58 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:81 Created with the SJ report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the report generator 1 •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection 1 •No Dig Point Repair Systems '04 •Excavation-Sliplining-Grouting 2111 Sent*Ati.•Chesapeake,VA r757- ist3a 66-95a5om •Trenchless Repair of Pipe Leaks&Defects www.ttcufiIities.c Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/19/2020 15:59 Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 30 Rim to Invert(U) 9.5 Grade to Invert(U) Rim to Grade (U) Downstream MH 8 Rim to Invert(D) 11.7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 18 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 33 Length Surveyed 32.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 15:59 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes Laser No Sidewall No Sonar No Zoom No Other No Inspec tion Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Count Groups Taps 0 Roots 0 Cracks/ Fractures 0 Broken 1 Holes I 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Created with the " 1 report generator •PIPE LINING 6"-96"Diameter(CIPP) Iiht •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 SiwYA km..Qrsopeoke,VA 757-366.9505 •Trenchless Repair of Pipe Leaks&Defects www.trtstateulaittes.com Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 3:59:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 30 Length Surveyed: 32.2 •Downstream MH: 8 Run Number: •Direction of Survey: Downstream Height(Diameter): 18 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 57 Remarks: 30 Miscellaneous Water Level 0.0 01:05 Severity: None Percent: 0 Access Point Catch Basin 32.2 Severity: None 03:30 Remarks: 8 •PIPE LINING 6"-96"Diameter(CIPP) / ) •Pipe Cleaning&Video Inspection (t(i •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 Se+'rh Aw.•ahesopeo11.,VA 757-366-9505 •Trenchtess Repair of Pipe Leaks&Defects(1111) www.tristateutilitios.com Project: 220023 POST TV AVINITY ESTATES Light-1 Date: 10/19/2020 3:59:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 30 Length Surveyed: 32.2 Downstream MH: 8 Heavy-4 Run Number: Direction of Survey: Downstream Severe-5 Height(Diameter): 18 Material: Polypropylene 0 ID Number: 30 (0.0)ACB-Access Point Catch Basin Remark: 30 (0.0) MWL- Miscellaneous Water Level (32.2)ACB -Access Point Catch Basin Remark: 8 Total Distance: 32.20 ID Number: 8 Created with the �� report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Location Joint Ref Defect Dimension % At/ To 1st 2nd From 0 57 ACB-Access Point Catch Basin 30 0 65 MWL-Miscellaneous Water 0 Level 32.2 210 ACB-Access Point Catch Basin 8 Created with the 0—J, utql report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES 30-8_10192020-1604 D_13731.mp4 Size: 117 MB Your browser does not support the video tag. Created with the ---%a= an t report generator Project: 220023 POST TV AVINITY ESTATES Date: 1 0/1 9/2020 3:59:00 PM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 30 Length Surveyed: 32.2 Downstream MH: 8 Run Number: Direction of Survey: Downstream Height(Diameter): 18 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From:0 To 33 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:62 Created with the : "-`7i1`rl'L"tI report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the 4 � f'v` t report generator •PIPE LINING 6"-96"Diameter(CIPP) )1, •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 Smith Ass.•Che opsoky VA 757-3664505 •Trenchless Repair of Pipe Leaks&Defects www.tristo tcutititics.eom Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/19/2020 16:40 Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 28 Rim to Invert(U) 7.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 26 Rim to Invert(D) 8.3 Grade to Invert(D) Rim to Grade(D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 36 Length Surveyed 34.4 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/19/2020 16:41 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed No Insp Tech Used CCTV Yes Laser No Sidewall No Sonar No Zoom No Other No Inspection Inspection Status Complete Inspection Reviewer Certificate Reviewed By Number Count Groups Taps 0 Roots 0 Cracks/ Fractures 0 Broken/ Holes/ 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 1 Created with the c 'll"&t71 report generator •PIPE LINING 6"-96"Diameter(CIPP) i •Pipe Cleaning&Video Inspection N. l •No Dig Point Repair Systems II "'t'°� •Excavation-Sliplining-Grouting rt�s�..tin a.-.•a»sap�eoke,va 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.tristatcutiiitics.Com Project: 220023 POST TV AVINITY ESTATES Date: 1 0/1 9/2020 4:40:00 PM Pipe Segment Reference: Street: DEGRAW STREET _Upstream MH: 28 Length Surveyed: 34.4 Downstream MH: 26 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 45 Remarks: 28 Miscellaneous Water 0.0 Level 54 Severity: None Percent: 0 Joint Separated Medium Severity: None 6.0 Defect: 4 02:28 Remarks: 0.875 Struct Weight: 3 Distance Fault Observation Time Picture Miscellaneous Abandoned Survey 34.4 Severity: None 04:37 Remarks: T000 MUCH GRAVEL Created with the r =i '\.{' report generator 'PIPE LINING 6"-96"Diameter(CIPP) j )11; •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 Siw'th Ar-.•Arwpw4e.VA 757-366-9505 •Trenchtess Repair of Pipe Leaks&Defects www.tristateufili f ies.com Project: 220023 POST TV AVINITY ESTATES E I Light-1 Date: 10/19/2020 4.40:00 PM Pipe Segment Reference: ;:r; o; Street: DEGRAW STREET Upstream MH: 28 Length Surveyed: 34.4 Downstream MH: 26 Heavy-4 Run Number: Direction of Survey: Downstream Severe-5 Height(Diameter): 15 Material: Polypropylene 0 ID Number: 28 (0.0)ACB -Access Point Catch Basin Remark: 28 (0.0) MWL- Miscellaneous Water Level •••-- - { (6.0) JSM -Joint Separated Medium Remark: 0.875 EJ (34.4) MSA-Miscellaneous Abandoned Survey Remark: T000 MUCH GRAVEL , a U Total Distance: 34.4 `; ID Number: 26 Created with the ��it report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 3 0 3 2 0 0 0 1 0 0 0 Overall 3 0 3 Number of Defects 1 0 1 Pipe Rating 3100 0000 3100 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension % At/ To 1st 2nd From 0 45 ACB-Access Point Catch Basin 28 0 54 MWL-Miscellaneous Water 0 Level 6 148 JSM-Joint Separated Medium 4 0.875 34.4 277 MSA-Miscellaneous Abandoned Survey T000 MUCH GRAVEL T Created with the r Ur r report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES 28-26_10192020-1642_D 36443.mp4 Size: 151 MB Your browser does not support the video tag. Created with the P --1 = 11,1"' report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 4:40:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 28 Length Surveyed: 34.4 Downstream MH: 26 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 35 Max Percent Difference:3 Number of Window Values: I Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:71 Created with the -�7 d report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the a report generator •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 Sxw1H Ar►.•Qxwpwks,VA 757-36645a5 •Trenchtess Repair of Pipe Leaks&Defects www.tristateutilitles.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/19/2020 17:41 Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 26 Rim to Invert(U) 8.3 Grade to Invert(U) Rim to Grade (U) Downstream MH 6 Rim to Invert(D) 14.5 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 109 Length Surveyed 110 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/19/2020 17:42 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey _ streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes Laser No Sidewall No Sonar No Zoom No Other No —ti 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 Created with the " i report generator •PIPE LINING 6"-96"Diameter(CIPP) �, 1 b Pipe Cleaning&Video Inspection 1 :r I •No Dig Point Repair Systems 117/4w.. "'i' •Excavation-Sliplining-Grouting h A».•Gvwprob,VA _..• 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.tristateutilitics.com Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 5:41:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 26 Length Surveyed: 110 Downstream MH: 6 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 34 Remarks: 26 I, Miscellaneous Water 0.0 Level 42 Severity: None Percent: 0 Vermin Other Severity: None ,- 5.5 Size: 8 02:56 Remarks: SNAKE Maint Weight: 1 Distance ; ' ault Observation Tim Picture - � Joint Separated Medium Severity: None 10.6 Defect: 2 03:51 Remarks: 1.00 Struct Weight: 3 Miscellaneous Water Level 20.5 04:23 Severity: None Percent: 5 Joint Separated Medium Severity: None 89.1 Defect: 2 07:46 Remarks: 0.875 Struct Weight: 3 Distance Fault Observation Time Picture Access Point Catch Basin 110.0 Severity: None 08:58 Remarks: 6 Created with the 5`' ' A 14IR report generator •PIPE LINING 6"-96"Diameter(CIPP) 111, •Pipe Cleaning&Video Inspection f kii _2 s I / •No Dig Point Repair Systems �'"""6'' •Excavation-Sliplining-Grouting 11Ik 5aY,Ars.•Cwwpaok.,VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.trlstateulilitias.cam Project: 220023 POST TV AVINITY ESTATES Er= Light-1 Date: 10/19/2020 5:41:00 PM Pipe Segment Reference: l ; ; `# Street: DEGRAW STREET Upstream MH: 26 ; 1 . Length Surveyed: 110 Downstream MH: 6 Heavy,-' Run Number: Direction of Survey: Downstream I Severe-5 Height(Diameter): 15 Material: Polypropylene • ID Number 26 (0.0)ACB-Access Point Catch Fl Basin Remark: 26 (0.0) MWL- Miscellaneous Water [1] Level (5.5)VZ-Vermin Other Remark: I SNAKE (10.6) JSM -Joint Separated Medium Remark: 1.00 (20.5) MWL- Miscellaneous ' Water Level (89.1) JSM -Joint Separated .•••• Medium Remark: 0.875 [1] (110.0)ACB -Access Point Catch Basin Remark: 6 Li Total Distance: 1100 ID Number: 6 Created with the II report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 6 0 6 2 0 0 0 1 0 1 1 Overall 6 1 7 Number of Defects 2 1 3 Pipe Rating 3200 1100 3211 Pipe Ratings Index 3 1 2.3 Nassco C.C.T.V. Defect Code Information Value Circumferential '� Distance Video Code Cont Joint Location Ref Defect Dimension At/ 1st 2nd % From To 0 34 ACB-Access Point Catch Basin 26 0 42 MWL-Miscellaneous Water 0 Level 5.5 176 VZ-Vermin Other 8 SNAKE 10.6 231 JSM-Joint Separated Medium 2 1.00 20.5 263 MWL-Miscellaneous Water 5 Level 89.1 466 JSM-Joint Separated Medium 2 0.875 110 538 ACB-Access Point Catch Basin 6 Created with the I�d report generator Videos Created for Session 220023 POST TV AVINITY ESTATES W023 POST TV AVINITY ESTATES_26-6_1 0 1 92020-1 743_D_26149.mp4 Size:297 MB Your browser does not support the video tag. ��`�`' �, 'ice..;,I f� Created with the P .:.w.�.= ;.f`V�a report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/19/2020 5:41:00 PM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 26 Length Surveyed: 110 Downstream MH: 6 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 111 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:205 Created with the report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the �- �� tii I• report generator •PIPE LINING 6"-96"Diameter(CI PP) )\1 •Pipe Cleaning&Video Inspection �:y rx •No Dig Point Repair Systems •Excavation-Sliplining-Grouting { ""75 Are.•Cirsop-ok,YA i` 757-36b-9505 •Trenchless Repair of Pipe Leaks&Defects www.tristatcutilitics.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/20/2020 10:24 Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH A Rim to Invert(U) Grade to Invert(U) Rim to Grade (U) Downstream MH B Rim to Invert(D) Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 6 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 74.8 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/20/2020 10:24 Weather Dry-No Precipitation Location Code Easement/Right of Way During Survey Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed No Insp Tech Used CCTV Yes Laser No Sidewall No Sonar No Zoom No Other No IY Inspection Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Count Groups Taps 0 Roots 1 Cracks/ Fractures 0 Broken/Holes/ 0 Collapse Deposits 0 Obstruction 1 Abandoned Survey 1 Created with the report generator •PIPE LINING 6"-96"Diameter(CIPP) i # )) •Pipe Cleaning&Video Inspection •No Dig Paint Repair Systems I `'''''' •Excavation-Sliplining-Grouting 2111 S.,A6 Ara.•tlrwpsoka,VA 757-366-95a5 •Trenchless Repair of Pipe Leaks&Defects www.tristatculi li t iemom Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 10:24:00 AM •Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: A Length Surveyed: 74.8 Downstream MH: B Run Number: •Direction of Survey: Upstream Height(Diameter): 6 Material: Polyvinyl Chloride Distance Fault Observation Time Picture Access Point End of Pipe 0.0 Severity: None 35 Remarks: B Miscellaneous Water 0.0 Level 46 Severity: None Percent: 0 Miscellaneous Water Level 12.7 Severity: None 03:08 Percent: 5 Distance ault Observation Tim- Picture Miscellaneous Water Level 12.7 03:20 Severity: None Percent: 5 Miscellaneous Camera Underwater 14.8 03:35 Severity: None Maint Weight: 4 Roots Medium Joint Position: 3 46.0 Severity: None 06:07 Percent: 5 Joint Maint Weight: 3 Distance Fault Observation Time Picture Joint Separated Medium Severity: None 66.7 Defect: 2 07:35 Remarks: 2.00 Struct Weight: 3 Obstruction Construction Debris 74 8 Position: 6 09:34 Severity: None Percent: 30 Maint Weight: 4 Miscellaneous Abandoned Survey 74.8 Severity: None 10:10 Remarks: PIECE OF WOOD Created with the report generator r-� •PIPE LINING 6"-%"Diameter(CIPP) (Pi , ):i))) •No Dig Point Repair Systems `'A. "4 •Excavation-Sliplining-Grouting /� 2m Sn.'th LA. Qrwp.ok�,YA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects If YrY.w.trhta fcutIk Ncs.ccm Project: 220023 POST TV AVINITY ESTATES Min 1--tight_1_ . Date: 10/20/2020 10:24:00 AM Pipe Segment Reference: !;: m , . Street: MOFFAT STREET Upstream MH: A A!-^if Length Surveyed: 74.8 Downstream MH: B Heavy-4 I Run Number: •Direction of Survey: Upstream Severe-5 Height(Diameter): 6 Material: Polyvinyl Chloride (� ID Number: B (0.0)AEP-Access Point End of Pipe Remark: B { (0.0) MWL- Miscellaneous Water Level (12.7) MWL- Miscellaneous Water Level (12.7) MWL- Miscellaneous Water Level (14.8) MCU - Miscellaneous Camera Underwater I (46.0) RMJ - Roots Medium Joint- Position: 3 . (66.7) JSM -Joint Separated Medium Remark: 2.00 L' I (74.8) OBN -Obstruction Construction Debris- Position: 6 (74.8) MSA- Miscellaneous Abandoned Survey Remark: PIECE OF WOOD [1 Total Distance: 74.80 ID Number:A Created with the )- &I rd report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 8 8 3 3 3 6 2 0 0 0 1 0 0 0 Overall 3 11 14 Number of Defects 1 3 4 Pipe Rating 3100 4231 4232 Pipe Ratings Index 3 3.7 3.5 Nassco C.C.T.V. Defect Code Information Value Circumferential Video Cont Location Distance Joint Ref Code Defect Dimension At/ To 1st 2nd From 0 35 AEP-Access Point End of Pipe B 0 46 MWL-Miscellaneous Water 0 Level 12.7 188 MWL-Miscellaneous Water 5 Level 12.7 200 MWL-Miscellaneous Water 5 Level 14.8 215 MCU-Miscellaneous Camera Underwater 46 367 RMJ-Roots Medium Joint 5 X 3 66.7 455 JSM-Joint Separated Medium 2 2.00 74.8 574 OBN-Obstruction Construction 30 6 Debris 74.8 610 MSA-Miscellaneous Abandoned Survey ," - PIECE OF WOOD — Created with the "'�I_i report generator Videos Created for Session 220023 POST TV AVINITY ESTATES _ 40023 POST TV AVINITY ESTATES_B-A 1 0202020-1 03 1_U 21196.mp4 Size:311 MB Your browser does not support the video tag. �- 1_�v, rlf�� Created with the �. ���l�f�. report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 10:24:00 AM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH:A Length Surveyed: 74.8 Downstream MH: B Run Number: Direction of Survey: Upstream Height(Diameter): 6 Material: Polyvinyl Chloride Percent Grade Mean: -1.#IND Plot Distance From: 0 To 76 Max Percent Difference:3 Number of Window Values: 1 Percent Differnce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted: 196 Created with the 4s J report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the u �`.,-_IZi •.2f rr`l report generator f •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems oratrTee' •Excavation-Sliplining-Grouting 2111 S.. A,-.•Clusopeot.,VA 75 746 6-95 05 •Trenchless Repair of Pipe Leaks&Defects www.tristateutilities.com Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 10:03 Reference Street MOFFAT STREET City SCOTTSVILLE Comments Manhole Upstream MH 42 Rim to Invert(U) 19.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 41 Rim to Invert(D) Grade to Invert(D) Rim to Grade(D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 15 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length Length Surveyed 30.6 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/20/2020 10:03 Local Rural Streets-Light Dry-No Precipitation traffic,town and city back Weather Location Code During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with thee ` report generator •PIPE LINING 6"-96"Diameter(CIPP) 1 •Pipe Cleaning&Video Inspection 1 -''�-:ti 1 )1' •No Dig Point Repair Systems i 9f1f SwstiA Ars.Q ` :Ichrw4 p•ok.VA •Excavation-Sliplining-Grouting ,757-366-9505 •Trencllless Repair of Pipe Leaks&Defects 0 mnvtriStotC ifilitias.tam Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 10:03:00 AM Pipe Segment Reference: Street: MOFFAT STREET Upstream MH: 42 Length Surveyed: 30.6 Downstream MH: 41 Run Number: Direction of Survey: Downstream Height(Diameter): 15 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 38 Remarks: 42 Miscellaneous Water 0.0 Level 48 Severity: None Percent: 0 Joint Separated Medium Severity: None 21.0 Defect: 3 04:51 Remarks: 0.275 Struct Weight: 3 Distance ault Observation Tim: Picture Access Point End of Pipe 30.6 Severity: None 05:47 Remarks: 41 Created with the ."= � � d report generator I •PIPE LINING 6"-96"Diameter(CIPP) • 1 a •Pipe Cleaning&Video Inspection :J` ' •No Dig Point Repair Systems "`T`e, J •Excavation-Sliplining-Grouting 1111 1.4th A. Chewpeokq VA t 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects ` www.trhtnteuhiities.wm Project: 220023 POST TV AVINITY ESTATES K2= Light-1 Date: 10/20/2020 10:03:00 AM Pipe Segment Reference: ,4-'64 -4a- <, Street: MOFFAT STREET Upstream MH: 42 ::X-@ Length Surveyed: 30 6 Downstream MH: 41 Neauy=4 • Run Number: Direction of Survey: Downstream I Severe-5 Height(Diameter): 15 Material: Polypropylene 0 ID Number: 42 (0.0) ACB-Access Point Catch Basin Remark: 42 ' (0.0) MVVL- Miscellaneous Water Level . , .R (21.0) JSM - Joint Separated .___. Medium Remark: 0.275 U (30.6)AEP-Access Point End of Pipe Remark: 41 '' Xal Total Distance: 30.6 •:1-0 ID Number: 41 Created with the E-- -% ! report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 • 3 3 0 3 2 0 0 0 1 0 0 0 Overall 3 0 3 Number of Defects_ 1 0 1 Pipe Rating 3100 0000 3100 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension % At/ To 1st 2nd From 0 38 ACB-Access Point Catch Basin 42 0 48 MWL-Miscellaneous Water 0 Level 21 291 JSM-Joint Separated Medium 3 0.275 30.6 347 AEP-Access Point End of Pipe 41 Created with the rRiri tg report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES 42-41_1 0202020-1 004_D 41845.mp4 Size: 178 MB Your browser does not support the video tag. Created with the 1 � ? vi` M report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 10:03:00 AM Pipe Segment Reference: Street: MOFFAT STREET ,Upstream MH: 42 Length Surveyed: 30.6 Downstream MH: 41 Run Number: Direction of Survey: Downstream Height(Diameter): 15 ,Material: Polypropylene Percent Grade Mean:-1.#IND Plot Distance From:0 To 32 Max Percent Difference:3 Number of Window Values: 1 Percent Diffemce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted: 85 Created with the EM report generator 1 Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the ;;' �=D report generator •PIPE TING 6"-96"Diameter(CIPP) ( -ES":r' mep) aning Yideo Inspection •No Dig Point Repair Systems "`04 •Excavation-Sliplining-Grouting 2111 ktith Ah.•Qwwk+epr,VA 757-3664505 •Trenchtess Repair of Pipe Leaks&Defects www.iristateutili tles.cem Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 09:20 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH C Rim to Invert(U) Grade to Invert(U) Rim to Grade(U) Downstream MH D Rim to Invert(D) 3 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Upstream Pipe Height(Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 114.2 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Light Cleaning Date Cleaned 10/20/2020 09:20 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the E3M"---Ziliti report generator •PIPE LINING 6"-96"Diameter(CIPP) f f •Pipe Cleaning&Video Inspection 1 ar°: , �- � •No Dig Point Repair Systems "`°Q •Excavation-Sliplining-Grouting 2111 Se..11.04::C vwpeek.,VA -_ 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects(111111) werw.tristateutilitles.cem Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 9:20:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: C Length Surveyed: 114.2 Downstream MH: D Run Number: Direction of Survey: Upstream Height(Diameter): 18 Material: Reinforced Concrete Pipe Distance Fault Observation Time Picture Access Point End of Pipe 0.0 Severity: None 44 Remarks: D Miscellaneous Water 0.0 Level 55 Severity: None Percent: 0 Miscellaneous General 31.6 Observation 04:43 Severity: None --",, Remarks: UNKNOWN Distance Fault Observation Time Picture Joint Separated Medium 94.0 Severity: None 08:11 Remarks: 0.275 Struct Weight: 3 Access Point Special 114.2 Chamber 09:53 Severity: None Remarks: C Created with the PI-ME report generator •PIPE LINING 6"-96"Diameter(CIPP) l •Pipe Cleaning 8 Video Inspection ��-�"j/ •No Dig Point RepairSystems 1 •Excavation-Sliplining-Grouting 2111 Smith A..•Chesop-uht,VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.trfstateutili tics.cwm Project: 220023 POST TV AVINITY ESTATES Emmn Date: 10/20/2020 9:20:00 AM Pipe Segment Reference: Light-1 Street: BERGEN STREET Upstream MH: C ''#_� t , " Length Surveyed: 114.2 Downstream MH: D {' ° Heavy-4 ' Run Number: Direction of Survey: Upstream I Severe-5 Height(Diameter): 18 Material: Reinforced Concrete Pipe (, ID Number: D n (0.0) AEP -Access Point End of Pipe _ Remark: D (0.0) MWL-Miscellaneous Water Level (31.6) MGO- Miscellaneous General Observation Remark: UNKNOWN _ ['.1':' (94.0) JSM - Joint Separated Medium Remark: 0.275 (114.2)AOC -Access Point Special r Chamber Remark: C Total Distance: 114.20 ID Number: C Created with the�� (� report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 3 0 3 2 0 0 0 1 0 0 0 Overall 3 0 3 Number of Defects 1 0 1 Pipe Rating 3100 0000 3100 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension % At/ To 1st 2nd From 0 44 AEP-Access Point End of Pipe D 0 55 MWL-Miscellaneous Water 0 Level 31.6 283 MGO-Miscellaneous General Observation UNKNOWN 94 491 JSM-Joint Separated Medium 0.275 114.2 593 AOC-Access Point Special Chamber C Created with the Vet) t report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_D-C_10202020-0921_U 7646.mp4 Size:299 MB Your browser does not support the video tag. Created with the O; 'idt'i report generator i Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 9:20:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: C Length Surveyed: 114.2 Downstream MH: D Run Number: Direction of Survey: Upstream Height(Diameter): 18 Material: Reinforced Concrete Pipe, Percent Grade Mean: -1.#IND Plot Distance From: 0 To 115 Max Percent Difference:3 Number of Window Values: 1 Percent Diffemce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted: 169 Na Created with thethe 7---"---7-), Ani It report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES r, Created with the 1P INI_ report generator •PIPE LINING 6"-96"Diameter(CIPP) f f •Pipe Cleaning&Video Inspection i •No Dig Point Repair Systems 4'"rt�•b •Excavation-Sliplining-Grouting DI I SmIttiAra.•CMaopaoka,VA 75746645a5 •Trenchless Repair of Pipe Leaks&Defects www.fristateulilities.com Project Information Surveyor Name eric winbome Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 08:38 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 2 Rim to Invert(U) 9 Grade to Invert(U) Rim to Grade (U) Downstream MH OUTFALL Rim to Invert(D) Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length Length Surveyed 9.3 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:39 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the report generator •PIPE LINING 6"-96"Diameter(CIPP) (rt(i • &Video 1 ' •NPipeo Dig Point Cleaning Repair Vid SystemsInspection l •Excavation-Sliplining-Grouting 9111 Snylh Aw:Qrwpeob,VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.tristateutilittos.com Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:38:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 2 Length Surveyed: 9.3 Downstream MH: OUTFALL Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Distance Fault Observation Time Picture Access Point Manhole 0.0 Severity: None 40 Remarks: 2 Miscellaneous Water 0.0 Level 57 Severity: None Percent: 0 Access Point End of Pipe 9.3 Severity: None 02:46 Remarks: OUTFALL •PIPE LINING 6"-96"Diameter(CIPP) ,,� a •Pipe Cleaning&Video Inspection 1 .�' e •No Dig Point Repair Systems °t'04 1 •Excavation-Sliplining-Grouting 2111 S-.9h Aw.•C,ewpwhe•VA , 757-366-9505 •Trenchtess Repair of Pipe Leaks&Defects www.tristateufilitles.com Project: 220023 POST TV AVINITY ESTATES Ell Light-1 Date: 10/20/2020 8:38:00 AM Pipe Segment Reference: Ittei Street: BERGEN STREET Upstream MH: 2fi ; Length Surveyed: 9.3 Downstream MH: OUTFALL Heavy-4 Run Number: Direction of Survey: Downstream I Severe-5 Height(Diameter): 24 Material: Polypropylene 0 ID Number: 2 (0.0)AMH -Access Point Manhole [-1 Remark: 2 (0.0) MWL- Miscellaneous Water Level (9.3)AEP -Access Point End of Pipe ____ Remark: OUTFALL 1.4 Total Distance: 9.3 0 ID Number OUTFALL Created with the . ti report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location - Ref Defect Dimension At/ ohoTo 1st 2nd From 0 40 AMH-Access Point Manhole 2 0 57 MWL-Miscellaneous Water 0 Level 9.3 166 AEP-Access Point End of Pipe OUTFALL Created with the report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_2-OUTFALL 10202020-0840_-5218.mp4 Size: 87.5 MB Your browser does not support the video tag. '' ��,.L mow,,-,....�-� i� Created with the -� ' ` " ' `e report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:38:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 2 Length Surveyed: 9.3 Downstream MH: OUTFALL Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From: 0 To 10 Max Percent Difference:3 Number of Window Values: 1 Percent Diffemce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:25 Created with the report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the G-- t._ )a IT Vfl report generator •PIPE LINING 6"-96"Diameter(CIPP) i i, •No Dig Point Repair Systems •Pipe Cleaning&Video Inspection 1111 , i )", N' `,„..roe' •Excavation-Sliplining-Grouting 2111 Self Are.•Chesapeake,VA 757-366-95a5 •Trenchfess Repair of Pipe Leaks&Defects www.tristatcu1i Ii tfcs.wa4 Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/20/2020 08:22 Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 4 Rim to Invert(U) 7 Grade to Invert(U) Rim to Grade (U) Downstream MH 2 Rim to Invert(D) 5.5 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 44 Length Surveyed 44.7 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:22 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info HIGHLINE AT MH 2 Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the '' "t report generator •PIPE LINING 6"-96"Diameter(CIPP) a •Pipe Cleaning&Video Inspection 1(f(i ' � •No Dig Point Repair Systems w' •Excavation-Sliplining-Grouting 2111 Sl+ih Aro•Qwwpeoke,VA 757-3664505 •Trenchless Repair of Pipe Leaks&Defects 1wnY.t ri sta tauti li t r es.taal Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8.22:00 AM Pipe Segment Reference: • Street: BERGEN STREET Upstream MH: 4 Length Surveyed: 44.7 Downstream MH: 2 Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Distance Fault Observation Time Picture Access Point Manhole 0.0 Severity: None 43 Remarks: 4 Miscellaneous Water 0.0 Level 59 Severity: None Percent: 0 Joint Separated Medium 33.0 Severity: None 02:35 Remarks: .375 Struct Weight: 3 Distance Fault Observation Time Picture Access Point Manhole 44.7 Severity: None 03:29 Remarks: 2 Created with the 7d report generator •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems ``" °� •Excavation-Sliplining-Grouting 757-366-9505.,VA •Trenchfess Repair of Pipe Leaks&Defects www.trista tculiliti cs.com Project: 220023 POST TV AVINITY ESTATES OS= Ugi t-1 Date: 10/20/2020 8:22:00 AM Pipe Segment Reference: ,; .arm Street: BERGEN STREET Upstream MH: 4 Length Surveyed: 44.7 Downstream MH: 2 Heavy-4 Run Number: Direction of Survey: Downstream Severe-5 Height(Diameter): 24 Material: Polypropylene ID Number:4 In (0.0)AMH -Access Point Manhole Remark: 4 (0.0) MWL- Miscellaneous Water Level (33.0) JSM -Joint Separated Medium Remark: .375 { (44.7)AMH -Access Point F] Manhole Remark: 2 Total Distance: 44.70 ID Number: 2 Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 3 0 3 2 0 0 0 1 0 0 0 Overall 3 0 3 Number of Defects 1 0 1 Pipe Rating 3100 0000 3100 Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information c ; Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension % At/ To 1st 2nd From 0 43 AMH-Access Point Manhole 14 0 59 MWL-Miscellaneous Water 0 Level • 33 155 JSM-Joint Separated Medium .375 44.7 209 AMH-Access Point Manhole 2 Created with the ` �`t1 report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES 4-2_10202020-0823_D 268.mp4 Size: 108 MB Your browser does not support the video tag. Created with the "U''L t" report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:22:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 4 Length Surveyed: 44.7 Downstream MH: 2 Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Percent Grade Mean:-1.#IND Plot Distance From:0 To 46 Max Percent Difference:3 Number of Window Values: 1 Percent Diffemce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:56 Created with the � :2---51uvuJ report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the '' - I "" !report generator •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection 'z6 f\IP � •No Dig Point Repair Systems ""'g' •Excavation-Sliplining-Grouting 2111 SmiiA Ave,Qrwp ohe.VA 757.36645a5 •Trenchless Repair of Pipe Leaks&Defects www.tristateutiiitices.com Project Information Surveyor Name eric winborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Date 10/20/2020 08:16 Reference Street BERGEN STREET City SCOTTSVILLE Comments Manhole Upstream MH 6 Rim to Invert(U) 14.5 Grade to Invert(U) Rim to Grade (U) Downstream MH 4 Rim to Invert(D) 7 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 71 Length Surveyed 68.1 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/20/2020 08:17 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details 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 220023 POST TV Work Order Project AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the P rair it report generator •PIPE LINING 6"-96"Diameter(CIPP) •Pipe Cleaning&Video Inspection )1))' •No Dig Point Repair Systems uY -- �+icetaQ 21113.41A Arr.•Qhewpwlil,VA 'Excavation-Sliplining-Grousing 75746645g5 •Trenchless Repair of Pipe Leaks&Defects www.fristateutai ticsdam Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:16:00 AM 'Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 6 Length Surveyed: 68.1 Downstream MH: 4 Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 44 Remarks: 6 Miscellaneous Water 0.0 Level 58 Severity: None Percent: 0 Access Point Manhole 68.1 Severity: None 03:20 Remarks: 4 •PIPE LINING 6"-96"Diameter(CIPP) :, 1 )� •Pipe CleaninItri-des° amete ion cr‘ -- � NDiPtystems `'"'t'°� •Excavation-Sliplining-Grouting ]Ill SntiA Ar-..Q.op.-k..VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects wwretristateutiliflos.cam Project: 220023 POST TV AVINITY ESTATES I l Light-1 _ Date: 10/20/2020 8:16:00 AM Pipe Segment Reference: I at$- Street: BERGEN STREET Upstream MH: 6 i , ;F Length Surveyed: 68.1 •Downstream MH: 4 Heavy-4 1 Run Number: Direction of Survey: Downstream I Severe-5 Height(Diameter): 24 Material: Polypropylene 0 ID Number: 6 (0.0) ACB -Access Point [I Catch Basin Remark: 6 (0.0) MWL-Miscellaneous [I Water Level r•, t (68.1)AMH -Access Point ;a Manhole Remark: 4 t4 Total Distance: 68.10 ID Number:4 Created with the ' lit report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension % At/ To 1st 2nd From 0 44 ACB-Access Point Catch Basin 6 0 58 MWL-Miscellaneous Water 0 Level 68.1 200 AMH-Access Point Manhole 4 Created with the tf,''L it report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_6-4_10202020-0818_D 48940.mp4 Size: 104 MB Your browser does not support the video tag. Created with they` report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 8:16:00 AM Pipe Segment Reference: Street: BERGEN STREET Upstream MH: 6 Length Surveyed: 68.1 Downstream MH: 4 Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Percent Grade Mean: -1.#IND Plot Distance From:0 To 69 Max Percent Difference:3 Number of Window Values: 1 Percent Diffemce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted: 84 Created with the � C report generator I/- Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the - �'�fr [1 report generator •PIPEPi Cleaning&LINING 6"-V96id"DiameterInspection(CIPP) • pe eo y f 1)11 •No Dig Point Repair Systems •Excavation-Sliplining-Grouting 2111 Swrtlt A».•CMwp-oLr,YA 757-366-9505 •Trenchfess Repair of Pipe Leaks&Defects www.tristateufilitles.cam __ Project Information Surveyor Name ericwinborne Certificate Number U-615-07000604 Owner AVINITY ESTATES Customer ATLAS Drainage Area PO Number 220023 Pipe Segment Reference Date 10/20/2020 07:45 Street DEGRAW STREET City SCOTTSVILLE Comments Manhole Upstream MH 8 Rim to Invert(U) 11.7 Grade to Invert(U) Rim to Grade (U) Downstream MH 6. Rim to Invert(D) 14.5 Grade to Invert(D) Rim to Grade (D) Pipe Use Stormwater Pipe Direction of Survey Downstream Pipe Height(Diameter) 24 Width Shape Circular Material Polypropylene Lining Method Pipe Joint Length Total Length 34 Length Surveyed 37.4 Year Constructed Year Renewed Misc Flow Control Not Controlled Media Label DVD Purpose Post Rehabilitation Survey Consequence of Failure Pre-Cleaning Heavy Cleaning Date Cleaned 10/20/2020 07:45 Local Rural Streets-Light Weather Dry-No Precipitation Location Code traffic,town and city back During Survey streets,estate streets and curbside parking areas Additional Info Location Details Custom Custom I 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 Work Order Project 220023 POST TV AVINITY ESTATES Coating Method Completed Yes Insp Tech Used CCTV Yes 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 Created with the � ' r'I report generator I 1` •PIPE LINING 6"-96"Diameter(CIPP) f( # j a •Pipe Cleaning&Video Inspection •No Dig Point Repair Systems l ""'°4 J •Excavation-Sliplining-Grouting 7111 Seth Av,.-awwp-ote.VA 757-366-4505 •Trencltless Repair of Pipe Leaks&Defects www.tristateutitittes.com Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 7:45:00 AM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 8 Length Surveyed: 37.4 Downstream MH: 6 Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Distance Fault Observation Time Picture Access Point Catch Basin 0.0 Severity: None 36 Remarks:.8 Miscellaneous Water 0.0 Level 46 Severity: None Percent: 0 Access Point Catch Basin 37.4 Severity: None 04:45 Remarks: 6 •PIPE LINING 6"-96"Diameter(CIPP) f 1 _:,_,., •Pipe Cleaning&Video Inspection Z' ' •No Dig Point Repair Systems / •Excavation-Sliplining-Grouting 2111 S.'.to Ave.•CA.,opeohe.VA 757-366-9505 •Trenchless Repair of Pipe Leaks&Defects www.tdstateutili ties.com Project: 220023 POST TV AVINITY ESTATES EESSi _Light-1 Date: 10/20/2020 7:45:00 AM Pipe Segment Reference: :Mr,iWt- ; Street: DEGRAW STREET Upstream MH: 8 ; .4 Length Surveyed: 37.4 Downstream MH: 6 Heavy-4 Run Number: Direction of Survey: Downstream I Severe-5 Height(Diameter): 24 Material: Polypropylene 0 ID Number: 8 o-� (0.0)ACB-Access Point Catch Basin Remark: 8 - :a (0.0) MWL-Miscellaneous [,',' Water Level [," (37.4)ACB -Access Point _ k ' Catch Basin Remark: 6 .? Total Distance: 37.4 0 ID Number: 6 Created with the' 3*-PMERJEC.iti report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Value Circumferential Distance Video Code Cont Joint Location Ref Defect Dimension % At/ To 1st 2nd From 0 36 ACB-Access Point Catch Basin 8 0 46 MWL-Miscellaneous Water 0 Level 37.4 285 ACB-Access Point Catch Basin 6 Created with the M R ii" 1J report generator Videos Created for Session 220023 POST TV AVINITY ESTATES 220023 POST TV AVINITY ESTATES_8-6_10202020-0806_D 5910.mp4 Size: 147 MB Your browser does not support the video tag. Created with the C report generator Project: 220023 POST TV AVINITY ESTATES Date: 10/20/2020 7.45:00 AM Pipe Segment Reference: Street: DEGRAW STREET Upstream MH: 8- Length Surveyed: 37.4 Downstream MH: 6 Run Number: Direction of Survey: Downstream Height(Diameter): 24 Material: Polypropylene Percent Grade Mean:-1.#IND Plot Distance From:0 To 38 Max Percent Difference:3 Number of Window Values: 1 Percent Diffemce Max for Windows Values:60 Number of Feet to Average: 1 Final number of points plotted:96 Created with the R .i\Arg; report generator Additional Reports for Session 220023 POST TV AVINITY ESTATES Created with the �!` 1! " report generator