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HomeMy WebLinkAbout5503-11; PIPELINE CIPP REHABILITATION PHASE I; SEWER INSPECTION REPORTS; 2017-06-07('.ih, ('API RRA Inspection Report Date PlO. No. Weather Surveyors Name Pipe Segment Reference Section No. 61712017 E GARCIA 28 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting 5tree1123 HIBISCUS CR Use of Sewer Upstream MH 16C-48 City CARLSBAD Drainage Area Dowstream MH 16C-47 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 134.35 ft Section Length 134.35 ft Purpose of Survey Pre-Acceptance Joint Length - Year Laid Dia./Height 8 inch Year Rehabilitated Material Vitrified Clay Pipe lape/ Media No. Lining Method Add. Information: 1:330 Position Observation 16C-47 0.00 Downstream Manhole, Survey Begins! PRE VIDEO 84.00 Tap Factory Made Active, at 10 o'clock,-, within 8 inches of joint: YES, 4" 55 Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 4,, 129.65 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint:YES, (1'46 '-48 134.35 Upstream Manhole, Survey Ends / PRE VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 JOB# 873 CARLSBAD /1 Page: 1 (Pi OIAfl Tek E,I: Inspection Report Date PlO. No. Weather Surveyors Name Pipe Segment Reference Section No. 617/2017 EGARCIA 29 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Slreet123 HIBISCUS CR EASEMENT Use of Sewer Upstream MI-I 16C-47 City CARLSBAD Drainage Area Dowstream MH 16C-50 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 205.05 ft Section Length 205.05 ft Purpose of Survey Pm-Acceptance Joint Length - Year Laid DiaiHeight 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:495 Position Observation . ('6 C 7 000 Upstream Manhole Survey Begins! PRE VIDEO 17175 FT '7 69.10 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" 171.75 Roots Ball Joint, at 02 o'clock, 55%, within 8 inches of joint: YES / KNUCKLE ROOT - 205.05 Downstream Manhole, Survey Ends /PRE VIDEO OSR OMR 5PR MPR OPR SPRI MPRI OPRi 0000 4100 0 4 4 0 - 4 4 JJD O,3 .MrcLODMU ii rage: i - ('.itv CARt SRAD Tet Inspection Report Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 61612017 E GARCIA 21 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category 1 Jetting - Street123 BALDWIN AVE Use of Sewer UpstreamMH 16C-12 City CARLSBAD Drainage Area Dowstream MI-I 16C-11 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 293.05 ft Section Length 293.05 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid DiaiHeight 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. - Lining Method Add. Information 1:705 Position Observation ,16C-12 0 00 Upstream Manhole, Survey Begins / PRE VIDEO '7 30.60 Tap Factory Made Active, at 10 o'clock, -' within 8 inches of joint: YES, Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, '7 97.70 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 280 Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 7 162.50 Tap Break-In Active, at 10 o'clock, -' within 8 inches of joint: YES, 4" a". 190.25 Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 7 232.80 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" 293.05 Downstream Manhole, Survey Ends / PRE VIDEO 05R QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 ' 0 - 0 JUtW U73 (ARLSbAU II Page: 1 City CARLSBAD Tet Inspection Report Date PlO. No. Weather Surveyors Name Pipe Segment Reference Section No. 61612017 E GARCtA 11 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category _________________________________________ Jetting Street123 CARLSBAD BL Use of Sewer Upstream MH 150-1 City CARLSBAD Drainage Area Dowslream MH 15D-2 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 290.75 ft Section Length 290.75 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid DiaiHeight 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape I Media No. Lining Method Add. Information: 1:705 Position Observation 000 Downstream Manhole Survey Begins I PRE VIDEO 51.85 FT 5 1:85 Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES. z 167.10 Tap Break-In Active, at 02 o'clock, -within 8 inches of joint: YES, 4" Tap Break-In Active, at 02 o'clock, -within 8 inches of joint: YES, 6" 232.95 Tap Break-In Active, at 02 o'clock, -' within 8 inches of joint: YES, 4" 290.75 Upstream Manhole, Survey Ends I PRE VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 2100 0 2 2 0 2 2 JOB# 873 CARLSBAD II Page: 1 Upstream MH 15D-9 Dowstream MH 15D-7 Dir. of Survey Upstream Section Length 307.05 ft 6 inch Vitrified Clay Pipe 1:750 Position City CARLSBAD Tel Inspection Report Date P/C. No. Weather Surveyor's Name Pipe Segment Reference Section No. 616/2017 E GARCIA 12 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category 1 Jetting Street123 CHERRY AVE City CARLSBAD Loc. details Location Code Purpose of Survey Pre-Acceptance Year Laid Year Rehabilitated Tape / Media No. Add. Information Use of Sewer Drainage Area Flow Control Length surveyed 307.05 ft Joint Length Dia./Height Material Lining Method Observation Downstream Manhole, Survey Begins! PRE VIDEO Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" Tap Factory Made Defective, at 10 o'clock, -' within 8 inches of joint: YES, 4,4"! ROOTS Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap. Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" tClèanäutMainline, Survey Ends! PRE VIDEO QSR OMR SPR MPR OPR 5PRl MPRt OPRI 0000 2100 0 2 2 0 2 2 JOB# 873 CARLSBAD II Page: 1 ('Jtv C.ARI SRAr) Tet Ea'l Inspection Report Date PlO. No. Weather Surveyors Name Pipe Segment Reference Section No. 6/6/2017 E GARCIA 18 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Street123 CHINQUAPIN AVE Use of Sewer Upstream MN 16C-60 City CARLSBAD Drainage Area Dowstream MH 126C-58 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 197.85 ft Section Length 197.85 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia.lHeight 6 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information: 1:480 Position Observation 0.00 Upstream Manhole, Survey Begins I PRE VIDEO 15.20 Tap Factory Made Defective, at 10 o'clock, -' within 8 inches of joint: YES; 4,4"I ROOTS 39.70 Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 17 93.75 Tap Break-In Active, at 10 o'clock, -,within 8 inches of joint: YES, 4" 116.90 Tap Factory Made Active, at 02 o'clock, -: within 8 inches of joint: YES, '7 168.05 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 70 Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 6C-5 11 97.85 Downstream Manhole, Survey Ends / PRE VIDEO QSR QMR SPR MPR - OPR SPRI MPRI OPRI 0000 2100 0 2 2 0 2 2 JUbif 0(i (ANLSb1L) II 'age: 1 CARLSBAD Tel., Inspection Report Date PlO. No. Weather Surveyor's Name Pipe Segment Reference Section No. 6/7/2017 E GARCIA 26 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category I Jetting Street123 CHINQUAPIN EASEMENT Use of Sewer Upstream MH 16C-17 City CARLSBAD Drainage Area Dowstream MH 16C-50 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 233.05 ft Section Length 233.05 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Height 10 inch Year Rehabilitated Material Vitrified Clay Pipe Tape/ Media No. Lining Method Add. Information: 1:570 Position Observation = Upstream Manhole, Survey Begins I PRE VIDEO Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES, Tap Break-In Active, at 10 o'clock, -,within 8 inches of joint: YES, 4" Tap Break-In Active, at 10 o'clock, -within 8 inches of joint: YES, 4" Tap Break-in Defective, at 10 o'clock,-, ,within 8 inches of joint: YES, 4', 4' I ROOTS Tap Break-In Active, at 02 o'clock, -' within 8 inches of joint: YES, 4" Tap Break-In Active, at 02 o'clock, -' within 8 inches of joint: YES, 4" Downstream Manhole, Survey Ends I PRE VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 3121 0 5 5 0 2.5 2.5 JOB# 873 CARLSBAD II Page: 1 (ih, . ('API SRAfl Inspection Report Date PlO. No. Weather Surveyois Name Pipe Segment Reference Section No. 61712017 E GARCIA 27 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category 1 Jetting Street123 CHINQUAPIN EASEMENT Use of Sewer Upstream MH 16C-50 City CARLSBAD Drainage Area Dowstream MI-I 16C-213 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 96.30 ft Section Length 96.30 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid oiaiHeight 10 inch Year Rehabilitated Material Vitrified Clay Pipe Tape! Media No. Lining Method Add. Information 1:240 Position Observation T 0.00 Upstream Manhole, Survey Begins! PRE VIDEO ::102.0100 Tap Break-In Active, at 10 o'clock, -,within 8 inches of joint: YES, 4" I Downstream Manhole, Survey Ends! PRE VIDEO OSR QMR 5PR MPR OPR SPRI MPRI OPRI 0006 0000 0 0 0 0 0 0 JOU# 573 UAKL5IJAU II Page: 1 (ih, CARl SRAD Tet Inspection Report Date PlO. No. Weather Surveyor's Name Pipe Segment Reference Section No. 61612017 E GARCIA 23 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Street123 CHINQUAPIN EASEMENT Use of Sewer Upstream MH 16C-54 City CARLSBAD Drainage Area . DowstreamMH 16C-55 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 199.00 ft Section Length 199.00 It Purpose of Survey Pm-Acceptance Joint Length Year Laid DiaiHeight 10 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information: 1:480 , .• Position Observation 16C-55 0.00 Downstream Manhole Survey Begins! PRE VIDEO 81.6 FT 81.60 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4"! ROOTS 100.50 Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 4" 199.00 Upstream Manhole, Survey Ends / PRE VIDEO QSR QMR SPR MPR OPR 5PR1 MPRI OPRI 0000 0000 0 0 0 0 0 0 JUMP 01`4 (jlLWL) it rage: i City: CARLSBAD I7 Tell Inspection Report - Date PlO. No. Weather Surveyors Name Pipe Segment Reference Section No. 6/6/2017 E GARCIA 24 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category I Jetting Street123 CHINUAPIN EASEMANT Use of Sewer Upstream MH 16C9 City CARLSBAD Drainage Area Dowstream Mt-I 16C-54 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 305.10 ft Section Length 305.10 ft Purpose of Survey Pm-Acceptance Joint Length Year Laid . oiaiHeight 10 inch Year Rehabilitated Material Vitrified Clay Pipe Tape/ Media No. Lining Method Add. Information: 1:735 Position Observation 0.00 Downstream Manhole, Survey Begins CANNOT LOCATE MANHOLE / ,16C-54 PRE VIDEO 0 FT Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" 72.90 Tap Break-In Active, at 12 o'clock, -' within 8 inches of joint: YES, 4" 16C9 305.10 Upstream Manhole, Survey Ends! PRE VIDEO CANNOT LOCATE MANHOLE QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 . 0 0 0 0 JOB# 873 CARLSBAD 11 Page: 1 i :o6pi ii nwa,Jw cio arr 0 z z 0 OO&Z 0000 IdO 18d IdS ddO 8dV4 Nds 8ND list) ]d33MS 3HI 01 3S010 AA SI 1V1V1 ISV1 3H1 ONY 0IVH SI ON38 OJOII\ Jdd I SPUR AeAJns aU!IUieAJ jnoueI3 sss S2A :uioro S9q0U! 9 ULflM )pOp,O Zo Je 9A!l3V apeVq AjbjoeA de i 09 S2A :juioFo S3U! 9 U!Lfl!M 0op,o o e 9AIPV pe &JO0E del CZ S100 /..V 7 :u!0110 sal40u1 g uiqtM poo,o le eA!peoa opeVy /ioej del S3A :juioFo SO0U! 9 U!Lfl!M pOp,O ZO le '!10V epej Aiope del os S2A°.4U!OfjO S33U! 9 UIjIM pop,o Ot Je'9AII3V PP81N Aiooej de SA uI0Fo Seqou! 8 U!q!M )jQOp,O Zo 18 9A!13V epeoj Ajoioej de i OL Ti— 7 SA WIOIJO Saq3U! 8 U!q!M 3013,0 0 je aA!43v ape ooe del 9996 SA :ui0r4o S33U! 9 uiqiM )0,0 Zo 18 OAI0V apej Ajope.j dej. SBA :juioro S40U! 9 U!qj!M j3OI3,0 Zo le OAI43V epeN klojoed del oo 030IA 3Hd I 3dld H3NI 9 SI ai SU!6e9 IOA.Jfl9 ejoqueAJ Wea.qsuMoa 000 - uoI;eAJesq uo!;!sod ssc:i uoqewJouI ppv poqjej 6uufl '°N e!P0 / adei odid Aelo pejLflI/ iepateN palepipeLlad Jea). qoul 9 15!aHre!a P!81 jeeA 416u9 u!or o0ue2d933V-e.id AaMn9 jo asodind j qq*qZZ q6ua- uoqoe peAesjns t4l6ual apoo UOfl0OO weaisdfl AoAjn9 /0 J!0 IOJ1UO3 M0I sieep 001 -B6 HL/ WBOJISMOO eev 06eu1eia av9s1Ivo -96 HI/ weaijsdfl J8M09 jo esfl aiv sinva M18ails 6uiuer AJo6oe3 JOMOS 6u1u0013-oJd POUBOIO alea JOUMO WO1S/5 J0WO1SflO A05Jfl5 ON aieolj!1J83 6 VIOdV] LIO!9/9 ON UO!p05 aouejejaN juaw6aS ed!d OweN s.joAo,un5 JoqleoM ON Old eea podaj uou;3edsul Sl3 - UVdS IdVJ -: Date P/O. No. 6/5/2017 Certificate No. Survey Customer it - . Tel: - -. Fax. E-mail: Inspection Report Weather Surveyor's Name Pipe Segment Reference Section No. - EGARCIA .. . - 4 System Owner Date Cleaned . Pre-Cleaning Sewer Category Jetting Street123 EASEMENT N-O STATEST Use of Sewer - - , . 'Up stream MH 9B-81 City CARLSBAD Drainage Area Dowstream MH 9D-73 Loc. details Flow Control - Dir. of Survey Upstream Location Code - Length surveyed 410.55 ft Section Length -410.55 ft Purpose of Survey Pre-Acceptance Joint Length . Year Laid Thia./Height -6 inch Year Rehabilitated Material . Vitrified Clay Pipe Tape / Media No. - . . . Lining Method - Add. Information. 1:792 Position Observation Downstream Manhole, Survey Begins 8 INCH STUB AT,THE MOUTH' OF PIPE I PRE VIDEO Tap Factory Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, -. - . Broken; from 04 to 06 o'clock, within 8 inches of joint: YES, ift, ift •. OFT -Tap Break-In Intruding at 12 o'clock, -,-, within 8 inches of joint: YES, Tap Factory Made Active, at 12 o'clock, -' within 8 inches of joint YES, 6" . . . Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint YES, 6" Tap Factory Made Active, at 12 o'clock, -' within 8 inches of joint: YES, 6" . . - - 'Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, - Tap Factory Made Active, at 12 o'clock, -' within inches'of joint: YES, 6" . ., i'- -. 39.8 FT Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint:-YES, 4"t- Mp - Tap Factory Made Active at 12 o'clock, within 8 inches of joint YES Tap Factory Made Active, at 12 o'clock, -' within 8 inches of joint YES: 6' - . ,. . - Tap lactory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES 4 . . -. - - . 314.9 FT - Tap Break-In Intruding, at 12 o'clock, , -, within 8 inches of joint: YES, 1", I Tap Break-In Intruding, at 12 o'clock,-, -' within 8 inches of joint: YES 3. , I I , ,. -• 325.4 FT JOB#873CARLSBAO I/Page:1 - :-" n. Inspection Report Date: - Job number: Weather: Operator: Counter: Section name : EGARCIA 4 Present: Vehicle: Camera: Preset: Cleaned: Rate: Jetting 1:792 Position Observation . 354.45 Tap Factory Made Capped,-at 02 o'clock, -' within 8 inches of joint: YES, 380.70 Tap Break-In Active, at 12 o'clock, -,within 8 inches of joint: YES, 4' 401.95 Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4/ 't 9113-81 APARTMENTS - 404.75 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 10.55 Upstream Manhole, Survey Ends / PRE VIDEO QSR QMR SPR MPR OPR SPRI - MPRI OPRI 5100 2300 6 . 6 11 5 2 2.75 JOB# 873 CARLSBAD II Page: 2 s *ian Tet Inspection Report Date PlO. No. Weather Surveyofs Name Pipe Segment Reference Section No. 61612017 E GARCIA 16 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category 1 Jetting Street123 GARFIELD ST Use of Sewer UpstreamMH 1513-37 City CARLSBAD Drainage Area Dowstream MH 1513-38 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 354.00 ft Section Length 354.00 ft Purpose of Survey Pm-Acceptance Joint Length Year Laid Dia.lHeight 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape I Media No. Lining Method Add. Information: 1:855 Position Observation Upstream Manhole, Survey Begins I PRE VIDEO Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-in Intruding, at 12 o'clock, -,-, within 8 inches of joint: YES, Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Intruding, at 10 o'clock, -, -' within 8 inches of joint: YES, 1" 1" Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" Material Change, Polyvinyl Chloride (PVC) Downstream Manhole, Survey Ends! PRE VIDEO OSR OMR SPR MPR OPR SPRI MPRI OPRI 0000 2200 0 4 4 0 2 . 2 JOB# 873 CARLSBAD II Page: 1 City: CARLSBAD Inspection Report Date PlO. No. Weather Surveyors Name Pipe Segment Reference Section No. 61612017 E GARCIA 17 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Street123 GARFIELD ST Use of Sewer Upstream MH 15B-39 City CARLSBAD Drainage Area Dowstream MH 15B-37 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 306.00 ft Section Length 306.00 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia.lHeight 6 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:735 Position Observation Downstream Manhole, Survey Begins! PRE VIDEO Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Defective, at 10 o'clock,-, ,within 8 inches of joint: YES, 4",4" / ROOTS Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Hole, at 01 o'clock, within 8 inches of joint: YES, 41t, 4ft / CAPPED Tap Break-In Active, at 02 o'clock, -within 8 inches of joint: YES, 4" Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" Cleanout Mainline, Survey Ends! PRE VIDEO OSR OMR SPR MPR OPR SPRI MPRI OPRI 3100 3100 3 3 6 3 3 3 JOB# 873 CARLSBAD 11 Paae: I ('if,, ('API SRAl Tet Eas! Inspection Report Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 616/2017 1 E GARCIA 13 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Street123 GARFIELD ST Use of Sewer Upstream MH 16C-94 City CARLSBAD Drainage Area Dowstream MH 16C-95 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 347.25 ft Section Length 347.25 ft Purpose of Survey Pre-Acceptance fJoint Length Year Laid Dia./Heighl 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:840 Position Observation 0 00 Upstream Manhole, Survey Begins! PRE VIDEO 18 3A 0 Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" 20.55 Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" 33.80 Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" 123.30 Tap Break-in Active, at 19 ::::::: ::: Tap Break-I n Active, at r:::: ::::::: 129.45 Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" 240.15 Tap Break-In Active, at 02 o'clock, -,within 8 inches of joint: YES, 4" 271.15 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" 311.30 Tap Break-In Active, at 10 o'clock, -' within 8 inches of joint: YES 4" F322.45 Tap Break-In Active, at 02 o'clock, -' within 8 inches of joint: YES, 4" 116C-95 347.25 Downstream Manhole, Survey Ends/ PRE VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 ue e,s (.RILAU I, I'age: 1 S - - City CARLSBAD E-mail' Inspection Report Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 6/6/2017 E GARCIA 14 Certificate No. Survey Customer System Owner Date Cleaned . Pie-Cleaning Sewer Category Jetting Street123 GARFIELD ST Use of Sewer Upstream MH 16C-95 City CARLSBAD Drainage Area DowstreamMl-1 16C-96 Loc. details Fldw Control Dir. of Survey Downstream Location Code Length surveyed 349.00 ft Section Length 349.00 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid - Dia./Height flinch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:840 Position Observation 16C-95 0.00 Upstream Manhole, Survey Begins I PRE VIDEO 8.00 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 9.70 Tap Break-In Active, at 10 o'clock,-, within 8 inches of joint: YES, 4" 26.20 Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" 64.60 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" 81.75 Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" 186.25 Tap Break-In Active, at 12 o'clock, -' within 8 inches of joint: YES, 4" Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" 25_7 80 Tap Break-In Active, at 02 o'clock, -' within 8 inches of joint: YES, 4" - 66.05 Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" 4--- _306.75 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" 349.00 i6C-96 349.00 Downstream Manhole, Survey Ends I PRE VIDEO QSR QMR - SPR MPR OPR . SPRI MPRI OPRI 0000 0000 0 0 0 . 0 10 0 Jub# d!$ (.JKLSAU 11 Page: 1 - - (it, rAm SRAr Tell Inspection Report Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No. 616/2017 E GARCIA 15 Certificate No. Survey Customer SystemOwner Date Cleaned Pie-Cleaning Sewer Category 1 Jetting 51reet123 GARFIELD ST Use of Sewer Upstream MN 16C-96 City CARLSBAD Drainage Area DowstreamMH 15D-11 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 346.35 ft Section Length 346.35 ft Purpose of Survey Pm-Acceptance Joint Length Year Laid . . DiaiHeight 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:702 Position Observation - 0.00 Upstream Manhole, Survey Begins / PRE VIDEO 6.05 Tap Break-In Intruding, at 12 o'clock, -; -. within 8 inches of joint: YES, - 9.30 Tap Break-In Active, at 12 o'clock, -within 8 inches of joint: YES, 4 6.05 FT 25 Tap Break-In Intruding, at 12 o'clock, -, -, thin 8 inches of joint: YES, 24.60 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" \ 35.40 Tap Break-In Active, at 02 o'clock, -' within 8 inches of joint: YES, 4" 148 FT 130.15 Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" el'-<13.00 Tap Break-In Intruding, at 12 o'clock, -, -' within 8 inches of joint: YES, 7 154.45 Tap Break-In Active, at 11 o'clock, -,within 8 inches of joint: YES, 4" 17_2 60 Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: YES, 4" 231.50 Tap Break-In Active, at 02 o'clock, -,within 8 inches of joint: YES, 4" :2:32:70 Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" 253.20 Tap Break-In Active, at 02 o'clock, -within 8 inches of joint: YES, 4" 287.10 Tap Break-In Active, at 10 o'clock, -within 8 inches of joint: YES, 4" \ 988 85 Tap Break-In Active, at 02 o'clock, -,within 8 inches of joint: YES, 4" JUMU/JUAKLbt5AU II Page: 1 ('API SRAfl Tet Inspection Report Date: Job number: Weather: Operator: Counter: Section name: EGARCIA 15 Present: Vehicle: Camera: Preset: Cleaned: Rate: Jetting 1:702 Position Observation ,7 293.25 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" 300.45 Tap Break-In Active, at 02 o'clock, -,within 8 inches of joint: YES, 4" 315.75 Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" 346.35 Downstream Manhole, Survey Ends! PRE VIDEO • te QSR QMR SPR MPR OPR • SPRI MPRI OPRI 0000 2300 0 6 - 6 0 2 2 JOU# 573 CARLSUAO II Page: Z City CARl SPAn A 17 . E-mail Inspection Report' Date PlO. No. Weather Surveyor's Name Pipe Segment Reference Section No. 6/5/2017 E GARCIA 2 Certificate No. Survey Customer System Owner Date Cleaned L Pre-Cleaning Sewer Category Jetting Street123 GRAND AVE Use of Sewer Upstream MH 9D-26 City CARLSBAD A Drainage Area Dowstream MH 90-72 Loc. details Flow Control . Dir. of Survey , Upstream Location Code Length surveyed 189.60 ft Section Length 169.60 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Heighl 10 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information: 1:465 Position Observation 90-72 0.00 Downstream Manhole, Survey Begins 13 FOOT MANHLOE DEPTH I PRE VIDEO IDON TAPE IS1O INCH NOT 8INCH 98.10 Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 6" 189.60 Upstream Manhole, Survey Ends / PRE VIDEO QSR QMR SPR MPR OPR ' SPRI MPRI OPRI 0000 0000 0 0 0 0 ' 0 0 JOB# 873 CARLSBAD II Page: 1 ('API RAfl Tek Inspection Report Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 61512017 E GARCIA . 3 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Street123 GRAND AVE Use ofSewer lipstreamMH 90-72 City CARLSBAD Drainage Area . Dowstream MN 90-57 - Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 340.60 ft Section Length 340.60 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Heighl 10 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information: 1:825 Position Observation 9D-72 0.00 Upstream Manhole Survey Begins MH DEPTH 16 FEET! PRE VIDEO I 332.2 FT 332.20 Shape or Size Change, -, 8", 8" INTERNAL REPAIR! INTERNAL REPAIR PVC PIPE '9D-57 340.60 Downstream Manhole, Survey Ends! PRE VIDEO - OSR QMR SPR MPR OPR SPRI MPRi OPRI e000 ease o e o a - a a JOB# 873 CARLSBAD 11 Page: 1 City: CARLSBAD E-mail., Tet Inspection Report Date PlO. No. Weather Surveyor's Name Pipe Segment Reference Section No. 61712017 EGARCIA 25 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category 1 Jetting 5treet123 HARBOR DR Use of Sewer - Upstream MH I6C-15 City CARLSBAD Drainage Area Dowstream MI-f 16C-16 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 311.25 ft Section Length 311.25 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia.lHeight 6 inch Year Rehabilitated . Material , Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:750 Position Observation 0.00 Downstream Manhole, Survey Begins I PRE VIDEO 16C-16 37.45 Tap Factory Made Active, at 09 o'clock, -' within 8 inches of joint: YES, 4,, z Tap Factory Made Active, at 03 o'clock, -' within 8 inches of joint: YES, 93.40 Tap Factory Made Active, at 09 o'clock, -, within 8 inches of joint: YES, 4,, 96.90 Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 4', 104.30 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" 106.70 Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" . 163.80 Tap Factory Made Active, at 03 o'clock, -, within 8 inches of joint: YES, 4" 167.45 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4,, 222.95 Tap Factory Made Active, at 02 o'clock, -' within 8 inches of joint: YES, 4 273.55 Tap Factory Made Active, at 09 o'clock, -, within 8 inches of joint: YES 4., /' 286.70 Tap Factory Made Active, at 09 o'clock, -, within 8 inches of joint: YES, * / 4,, 302.30 Tap Factory Made Active, at 03 o'clock,-, within 8 inches of joint: YES, 311.25 Cleanout Mainline, Survey Ends / PRE VIDEO QSR OMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 JUU# 0(3 CAKLSbAU II Page: 1 Cih, - (APl cin g7 Inspection _Report / Inspection I Date 9/5/2017 P/O. No. Weather Dry Surveyor's Name Victor Pipe Segment Reference . . Section No. 26 Certificate No. . Survey Customer System Owner Date Cleaned 915/2017 Pie-Cleaning No Pre-Cleaning Sewer Category Steet123 . BALDWIN N Use of Sewer Upstream MH 16C.12 City . CARLSBAD 873 Drainage Area Dowstream MH 16C-11 Loc. details SHEET 36 Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 294.10 ft Section Length 294.10 It Purpose of Survey Post-Rehabilitation Survey Year Laid 8inch EDiaHe Year Iehabilitated. 2017 . CIPP Tape / Media No. . DVD d Cured in Place Add. Information: 1:735 I Position Code Observation 0.00 AMH Downstream Manhole Survey Begins I POST VIDEO 60.50 TF Tap Factory Made at 02 o'clock, 4", within 8 inches of joint YES 10390 TF . Tap Factory Made, at 10 o'clock, 4", within 8 inches of joint: YES .131.40 TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO 181.90 TF Tap Factory Made, at 10 o'clock, 4", within 8 inches of joint: YES . ' —_j9838Q TF Tap Factory Made at 02 o'clock, 4 within 8 inches of joint: YES : 259.10 . TF Tap Factory Made, at 10 o'clock, 4", within .8 inches of . ....... joint YES 265.20 TF Tap Factory Made at 02 o'clock, 4", within 8 inches of joint: YES 294.10 AMH Upstream Manhole Survey Ends I POST VIDEO QSR QMR SPR I MPR OPR - SPRi MPRi I . OPRi - - 0000 - 0000 - 0 0 0 0 . 0 CARLSBAD 873 (it, ('API PAr R7 Inspection Report / Inspection: I Date 9/14/2017 PlO. No. Weather Dry Surveyors Name Victor Pipe Segment Reference Section No. 27 Certificate No. Survey Customer System Owner Date Cleaned 9/14/2017 Pre-Cleaning Jetting Sewer Category Street123 DAVIS AV Use of Sewer Upstream MH 913-1 City CARLSBAD 873 Drainage Area Dowstream MH 9B-2 Loc. details SHEET 5 . Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 231.10 ft Section Length 231.10 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia.lHeight 8 inch Year Rehabilitated 2017 Material CIPP Tape! Media No. DVD Lining Method Cured in Place Add. Information: 1:585 Position Code Observation 10.00 AMH Downstream Manhole, Survey Begins / POST VIDEO 31.00 TFA Tap Factory Made Active, at 02 o'clock, 4", within 8 inches of joint: NO 74.60 TFA Tap Factory Made Active, at 02 o'clock, 4", within 8 inches of joint: YES 98.20 TFA Tap Factory Made Active, at 10 o'clock, 4", within 8 inches of joint: YES dZ4 —..108.0 TFA Tap Factory Made Active, at 02 o'clock, 4", within 8 inches of joint: YES 119.50 TFA Tap Factory Made Active, at 10 o'clock, 4", within 8 inches ofjoint: YES 180.10 TFA Tap Factory Made Active, at 02 o'clock, 4", within 8 inches of joint: YES / ROOTS 191.00 TFA Tap Factory Made Active, at 10 o'clock, 4", within 8 inches A of joint: YES I ROOTS 222.40 TFA Tap Factory Made Active, at 02 o'clock, 4", within 8 inches of joint: YES 225.30 TFA Tap Factory Made Active, at 10 o'clock, 4", within 8 inches / of joint: YES / PVC OVER CUT 9 231.10 ACOM Cleanout Mainline, Survey Ends I POST VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 ARLSUAD 373 ('itv , ('.ARI SRAfl R7 H Inspection Report / Inspection: I Date 9/2112017 PlO. No. Weather Dry Surveyor's Name Victor Pipe Segment Reference Section No. 32 Certificate No. Survey Customer System Owner Date Cleaned 9/21/2017 Pre-Cleaning Jetting Sewer Category Street123 CHINQUAPIN-EASEMENT Use of Sewer Upstream MH AH213 City CARLSBAD 873 Drainage Area Dowstream MR 16C-9 Loc. details SHEET? Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 9.90 ft Section Length 9.90 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia.lHeight 10 inch Year Rehabilitated 2017 Material CIPP Tape / Media No. DVD Lining Method Cured in Place Add. Information: 1:50 Position Code Observation AH213 0.00 AMH Upstream Manhole, Survey Begins! FINAL POST VIDEO END SEAL AND TOP HATS '16C-9 9.90 AMH Downstream Manhole, Survey Ends / FINAL POST VIDEO WITH END SEAL QSR QMR SPR ' MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 10 0 0 CARLSBAD 873 City CARl SRAfl R7 Waft InspectionReport /,Inspection: I Date 8/25/2017 PlO. No. Weather Dry Surveyor's Name 'Victor Pipe Segment Reference . . Section No. 24 Certificate No. . Survey Customer System Owner Date Cleaned 8/25/2017 . Pre-Cleaning Jetting ' Sewer Category .Street123 -CHINQUAPIN/EASEMENT Use of Sewer Upstream MH 16C-50 City CARLSBAD 873 Drainage Area Dowstream MH 16C-17 Loc. details SHEET 46 ' Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 502.20 ft Section Length 502.20 ft Purpose of Survey Post Rehabilitation Survey . Year Laid 10 inch EDH Year Rehabilitated 2017 CIPP :,. . .' Jape/ Media No. DVD d Cured in Place Add Information 1:1260 16C-50 0.00 ream , Survey Begins POSTVID 231.80 TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of. . . ' .joint: NO I ....- ,. .., I 284.50 TBA - Tap Break-In Active, at 12 o'clock, 4", within 8 inches of; . .. joint: NO (1se 1Z QJQ AMH Manhole / 40340 TBA Tap Break In Active at 12 o'clock, 4 within 8 inches of joint: NO —_.2jJQ TBA Tap Break-in Active at 01 o'clock, 4", within 8 inches of joint NO / ROOTS 50220 AMH Do Manhole, Ends / POST VIDEO , _Survey fL- QSR QMR . . MPR OPR iSPRI . MPRi OPRI uuoo 0000 0 '0 0 0 . ; 0' - .0 - CARLSBAD 873 (it.,' ('ftPI qnan R7 Inspection Report / Inspection: I Date 9/21/2017 P/O. No. Weather Dry Surveyors Name Victor Pipe Segment Reference Section No. 34 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Jetting Sewer Category Street123 CHINQUAPIN-EASEMENT Use of Sewer Upstream MH 16C-54 City CARLSBAD 873 Drainage Area Dowstream MH 16C-55 Loc. details SHEET 20 Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 198.60 ft Section Length 198.60 ft Purpose of Survey Post-Rehabilitation Survey Year Laid 10 inch EaHe Year Rehabilitated 2017 CIPP Tape / Media No. DVD Cured in Place Add. Information: 1:510 Position Code Observation I 6C-54 0.00 AMH Upstream Manhole, Survey Begins / FINAL POST VIDEO END SEAL AND TOP HATS . - I- 99.60 TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO 117.80 TB Tap Break-In, at 01 o'clock, 4", within 8 inches of joint: NO /TOP HAT 198.60 AMH Downstream Manhole, Survey Ends I FINAL POST VIDEO END SEAL AND TOP HATS QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 .0 0 0 0 0 AKLSBAL) 373 (itv , CARI RAfl R7 f:1 Inspection Report / Inspection: I Date 9/21/2017 PlO. No. Weather Dry Surveyor's Name Victor Pipe Segment Reference Section No. 33 Certificate No. Survey Customer System Owner Date Cleaned 9/21/2017 Pie-Cleaning Jetting Sewer Category Street123 CHINQUAPIN-EASEMENT Use of Sewer Upstream MH 16C-9 City CARLSBAD 873 Drainage Area Dowstream MH 16C-54 Loc. details SHEET 30 Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 303.50 ft Section Length 303.50 ft Purpose of Survey Post-Rehabilitation Survey Year Laid 10 inch EaH Year Rehabilitated 2017 CIPP Tape I Media No. DVD Cured in Place Add. Information: 1:765 Position Code Observation 0.00 AMH Upstream Manhole, Survey Begins / FINAL POST VIDEO END SEAL AND TOP HATS - 231.80 TB Tap Break-In, at 12 o'clock, 4, within 8 inches of joint: NO - 284.30 TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of - joint: NO 16C-54 303.50 AMH Downstream Manhole, Survey Ends / FINAL POST VIDEO WITH END SEAL QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 ..MNLMU Oh I (tv' (.API SRAn R7 Inspection Report / Inspection: I Date 9/21/2017 PlO. No. Weather Dry Surveyor's Name Victor Pipe Segment Reference Section No. 31 Certificate No. Survey Customer System Owner Date Cleaned 9/2112017 Pie-Cleaning Jetting' Sewer Category Street123 CHINQUAPIN-EASEMENT Use of Sewer Upstream MH 16C-50 City . CARLSBAD 873 Drainage Area Dowstream MH AH213 Loc. details SHEET 32 Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 84.10 ft Section Length 84.10 ft Purpose of Survey Post-Rehabilitation Survey Year Laid 10 inch Year Rehabilitated 2017 EaHe CIPP Tape! Media No. DVD Cured in Place Add. Information: 1:225 Position Code Observation 16C50 0.00 ' AMH Upstream Manhole, Survey Begins / FINAL POST VIDEO END SEAL AND TOP HATS '7 970 TB Tap Break In at 10 o'clock, 4", within 8 inches of joint NO 1213 84.10 AMH Downstream Manhole, Survey Ends / FINAL POST VIDEO END SEAL AND TOP HATS QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 AKLSBAO S7$ rits, ('API PAfl 571A Inspection Report! Inspection: I Date 8/17/2017 P/O. No. Weather Dry Surveyor's Name Victor Pipe Segment Reference Section No. 1 11 Certificate No. Survey Customer System Owner Date Cleaned 8/17/2017 Pre-Cleaning Jetting Sewer Category Street123 CHERRY AV Use of Sewer Upstream MH 15D-9 C/O City CARLSBAD 873 Drainage Area Dowstream MH 15D-7 Loc. details SHEET 26 Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 301.50 ft Section Length 301.50 ft Purpose of Survey Post-Rehabilitation Survey Year Laid 6 inch Year Rehabilitated 2017 EaHe ClPP Tape I Media No. DVD Cured in Place Add. Information: 1:765 Position Code Observation 1 ~=D-9 C'r _____~0.00 AMH Downstream Manhole, Survey Begins I POST VIDEO 105.20 TB Tap Break-In, at 03 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO - Z41,/ROOTS 19300 TB Tap Break-in, at 10 o'clock, 4", within 8 inches ofjoint NO 228.50 TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO 243.40 TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO 263.40 TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO 279.50 TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO 292.60 TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO ROOTS 298.20 TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO / ROOTS 301.50 ACOM Cleanout Mainline, Survey Ends / POST VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 . 0 1 0 0 0 0 UAKLAU ais City CARLSRAD 873 Inspection Report / Inspection: I Date 8/1612017 P/O. No. Weather Dry Surveyors Name Victor Pipe Segment Reference Section No. 8 Certificate No. Survey Customer System Owner Date Cleaned 8116/2017 Pre-Cleaning Jetting Sewer Category 5treet123 CARLSBAD AV Use of Sewer Upstream MH 15D-1 City CARLSBAD 873 Drainage Area Dowstream MH 15D-2 Loc. details SHEET 38 Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 290.50 ft Section Length 290.50 ft Purpose of Survey Post-Rehabilitation Survey Year Laid 8 inch EaHe Year Rehabilitated 2017 CIPP Tape / Media No. DVD . Cured in Place Add. Information: 1:735 Position Code Observation 1 D-11 AMH Downstream Manhole, Survey Begins I POST VIDEO - 50.10 TBA Tap Break-In Active, at 03 o'clock, 6", within 8 inches of / 1 joint: NO 167.50 TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO , ------- l87.O TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO 234.80 TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO D90O AMH Upstream Manhole, Survey Ends I POST VIDEO QSR . QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 CARLUAD 873 (itv ('.ARI SRAfl R7 Inspection Report / Inspection: I Date 8/21/2017 PlO. No. Weather Dry Surveyor's Name Victor Pipe Segment Reference Section No. 15 Certificate No. Survey Customer System Owner Date Cleaned 8/21/2017 Pre-Cleaning Jetting Sewer Category Street123 HARBOR CT Use of Sewer Upstream MH 16C-15 C/O City CARLSBAD 873 Drainage Area Dowstream MH 16C-16 Loc. details SHEET 24 . Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 311.50 ft Section Length 311.50 ft Purpose of Survey Post-Rehabilitation Survey Joint Length .. . . - Year Laid Dia./Height 6 inch Year Rehabilitated 2017 Material CIPP Tape / Media No. DVD Lining Method Cured in Place Add Information 1:780 Position Code Observation . 0.00 AMH Downstream Manhole, Survey Begins I POST VIDEO . I C15C • 0 36.30 TFA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches of joint: YES 37.80 TFA Tap Factory Made Active, at 03 o'clock, 4', within 8 inches of joint YES 94.30 TFA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches of joint: YES . 96.00 TFA Tap Factory Made Active at 03 o'clock, 4 within 8 inches 7 of joint YES / 104.90 TFA Tap Factory Made Active at 09 o'clock, 4 within 8 in / of joint: YES . 106.20 TFA Tap Factory Made Active, at 03 o'clock, 4", within 8 inches of joint: YES , 165.30 TFA Tap Factory Made Active, at 03 o'clock, 4", within 8 inches * - of joint: YES 167.60 TFA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches of joint: YES 226.20 TFA Tap Factory Made Active, at 03 o'clock, 4", within 8 inches of joint: YES / ROOTS . •, / 277.80 TFA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches .1 of joint: YES • . / 291.00 TFA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches : / 7,"- of joint YES / ROOTS 306 80 TFA Tap Factory Made Active at 03 o clock 4 within 8 inches of joint YES (r16C 16 31150 ACOM Cleartout Mainline Survey Ends POST VIDEO QSR QMR : SPR MPR OPR • SPRI • MPRi. OPRi 0000 0000 0 0 0 • 0 0 0 .RKLUPL) blj (ih, CAPI Rfl R71 -Waft Inspection Report / Inspection: I Date 8/24/2017 PlO. No. Weather Dry Surveyors Name Victor Pipe Segment Reference Section No. . 20 Certificate No. Survey Customer System Owner Date Cleaned 8/24/2017 Pre-Cleaning Jetting Sewer Category 5treet123 HIBISCUS DR/EASEMENT Use of Sewer Upstream MH 16C-47 City CARLSBAD 873 Drainage Area Dowstream MN 16C-50 Loc. details SHEET 54 Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 202.10 ft Section Length 202.10 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated 2017 Material CIPP Tape / Media No. DVD Lining Method Cured in Place Add. Information 1:510 Position Code Observation 16C 7 0.00 AMH Upstream Manhole, Survey Begins I POST VIDEO j7 69.00 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO ,11 6C-50 202.10 AMH Downstream Manhole, Survey Ends I POST VIDEO . . QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 CARLSBAD 373 C.ih, ('API czptan R7 Inspection Report / Inspection: I Date 8/1512017 PlO. No. Weather Dry . Surveyors Name Victor Pipe Segment Reference Section No. 7 Certificate No. ,. Survey Customer System Owner Date Cleaned 8/15/2017 Pre-Cleaning Jetting Sewer Category Street123 GARFIELD ST Use of Sewer Upstream MH 16C-96 City CARLSBAD 873 , Drainage Area Dowstream MH 15D-11 Loc. details SHEET 50 Flow Control Bypassed Dir. of Survey Downstream Location Code . Length surveyed 355.10 ft Section Length 355.10 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia.lHeight 8 inch Year Rehabilitated 2017 Material CIPP Tape I Media No. DVD Lining Method Cured in Place Add. Information 1:576 Position Code Observation AMH Upstream Manhole, Survey Begins / POST VIDEO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO. TBA Tap Break-In Active, at l2 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 02 o'clock, 6", within 8 inches of joint: NO , I..MlLOPMUO(. Inspection Report/Inspection':-.l .. . Date: . ' Job number: ' Weather: Operator Counter: 'Section name Dry Victor ' 7 . " Present: " Vehicle: Camera: Preset: ' Cleaned: •' Rate: Jetting . "HI 1:576 Position Code Observation .. • ' :'. ' ' '' S - - 238.00 ' • ' TB" - Tap Break-In, at 02 o'clock, 4, within 8 inchesof joint: NO S ' 'S ' S •,' "N28.Q , TB Tap Break-In, at 12 o'clock, 4, within 8 inches of joint: NO . . •. ' •,. . •, 1 . ~59 90 'TBA Tip Break-In Active, at 02 o'clock, 4", within 8 inches of •' joint: NO 7 '29460 ' TB Tap Break-In, at 11 o'clock, 4'% within 8 inches of joint: NO S S 96.20 ' , - TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO. - ''' S \300 TB Tap Break In at 11 0 S clock 4", within 8 inches of joint NO 0840 TB Tap Break In at 02 o'clock, 4 within 8 inches of joint NO ED 24.10 . ' TB" . Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO 55.10. AMH .' Downstream Manhole, Survey Ends I POST VIDEO S • , 5 . S , S 5 5 S , S S S - . 'S , , - S S . S . S , •' Si S 5 S ' '• S ' •' -: All S . .5 5 '• S ''' ' S S , ,, S QSR QMR ' SPR . MPR OPR - SPRI . MPRI . OPRi S flflflfl nnnn . I, . fl . 0 . ' 11 ' ' n . . n S S Si' - I I' ' S 'SI I- '-.'' -' '5 '• 5 5 • CARLSBAD 873 City' CARL SRAfl 873 Inspection Report / Inspection:' I Date 8114/2017 PlO. No. Weather Dry Surveyor's Name Victor Pipe Segment Reference . Section No. 4 Certificate No. Survey Customer System Owner Date Cleaned 8/14/2017 Pre-Cleaning Jetting Sewer Category 5treet123 GARFIELD ST Use of Sewer Upstream MH 1513-37 City CARLSBAD 873 Drainage Area Dowstream MH 1513-38 Loc. details SHEET 28 Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 355.10 ft Section Length 355.10 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated 2017 Material CIPP Tape / Media No. DVD Lining Method Cured in Place . Add. Information,: 1:900 Position Code Observation 11513-37, 0.00 AMH Upstream Manhole, Survey Begins I POST VIDEO 81.50 TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of joint: NO 13-550 TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO Z0 TBA Tap Break-In Active, at 12 o'clock, 4",'within 8 inches of joint: NO 197.30 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO I ROOTS TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO 37.70 TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO 325.60 TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO 355.10 AMH . Downstream Manhole, Survey Ends/ POST VIDEO11513-38 QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 AKLSbAU 573 City CARL SRAD 873 Inspection /Inspection: 1. _Report Date 8/1512017 P/O. No. Weather Dry Surveyors Name Victor Pipe Segment Reference Section No. 6 Certificate No. Survey Customer System Owner Date Cleaned 8/1512017 Pre-Cleaning Jetting Sewer Category Street123 GARFIELD ST Use of Sewer Upstream MH 16C-95 City CARLSBAD 873 Drainage Area Dowstream MH 16C-96 Loc. details SHEET 40 Flow Control Bypassed Dir. of Survey Downstream Location Code Length surveyed 351.80 ft Section Length 351.80 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated 2017 Material CIPP Tape / Media No. DVD Lining Method Cured in Place Add. Information 1:885 Position Code Observation AMH Upstream Manhole, Survey Begins / POST VIDEO TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: YES/ROOTS TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of joint: NO TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO I ROOTS TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO AMH Downstream Manhole, Survey Ends I POST VIDEO NLWL) 151J City: CARLSBAD 873 IL jig • Ihspeàtion Report / Inspection: f Date: Job number: Weather: •. Dry Operator: Victor Counter.. 6 • • Section name: • Present: • Vehicle,: . - Camera: - . Preset: - . Cleaned : Jetting - Rate NL.DMIJO1, • - ,. I.MPcLobRUb(. • • - .• - •.: i:. • Inspection Report I Inspection I • Date: Job number: Weather: Dry Operator: Victor Counter: 6 • Section name: • Present: Vehicle: Camera: Preset:, Cleaned: -. Jetting -. Rate: : City: CARLSBAD 873 Citv: CARLSBAD 873 r Inspection Report I Inspection 1 4 Date P/C. No. Weather Surveyor's Name Pipe Segment Reference Section No. 8/1612017 Dry Victor 9 Certificate No. Survey Customer System Owner Date Cleaned . . Pre-Cleaning Sewer Category - 8/16/2017 Jetting : Street123 GARFIELD ST Use of Sewer Upstream MN 16C-94 City CARLSBAD 873 Drainage Area Dowstream MN 16C-95' Loc. details SHEET 22 . Flow Control Bypassed Dir. of Survey . Upstream Location Code - . Length surveyed 350.90 ft . - Section Length 350.90 ft - - - Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid - Dia./Height 8 inch Year Rehabilitated 2017 Material . - CIPP Tape I Media No. DVD Lining Method Cured in Place .- . Add. Information: . .. 1:80 Position Code Observation .,... 0.00 AMH Downstream Manhole Survey Begins / POST VIDEO I. 16C;94 24.20 -TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO \ r -:-------------- 37.50 TB Tap Break In at 02 o'clock, 4 within 8 inches of joint NO / ROOTS . 77.50 TB Tap Break-In, at 01 o'clock, 4", within 8 inches of joint: NO 10900 TB Tap Break-in, at 10 o'clock, 4", within 8 inches of joint NO - - 22-1.90 TB Tap Break-in, at 10 o'clock, 4', within 8 inches of joint NO : 22270 TB Tap Break In at 01 o'clock, 4 within 8 inches of joint NO T 227.90 TB Tap Break-in, at 02 o'clock, 4", within 8 inches of joint NO 80 TB Tap Break In at 10 o'clock, 4", within 8 inches of joint NO 277.30 TB Tap Break In at 01 o'clock, 4 within 8 inches of joint NO >, 319.90 TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO' . ...- / / / 33330 TB - Tap Break In at 12 o'clock, 4 within 8 inches of joint NO / 335.20 TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO . . . .- -- .. . . -. 1' • 16C-95 350.90 - AMH ., Upstream Manhole, Survey Ends I POST VIDEO - l•'•_. • QSR . QMR SPR MPR - - OPR .. - SPRi MPRi. OPRi 0000 0000 . . 0 0 0 Q (.AKL5AO81 r.itv (API SAfl R7 Inspection Report / Inspection: I Date 8/14/2017 PlO. No. Weather Dry Surveyors Name Victor Pipe Segment Reference Section No. 5 Certificate No. Survey Customer System Owner Date Cleaned 8/14/2017 Pre-Cleaning Jetting Sewer Category Street123 GARFIELD ST Use of Sewer Upstream M 1513-39 C/O City CARLSBAD 873 Drainage Area Dowstream MH 15B-37 Loc. details SHEET 28 Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 300.20 ft Section Length 300.20 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia./Height 6 inch Year Rehabilitated 2017 Material CIPP Tape I Media No. DVD Lining Method Cured in Place Add. Information: 1:765 Position Code Observation AMH Downstream Manhole, Survey Begins / POST VIDEO 3.30 r(61.30 TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 12 o'clock, 4", within 8 inches of joint: NO TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO /ROOTS 91.80 TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO IROOTS 156.80 TBA Tap Break-In Active, at 03 o'clock, 6", within 8 inches of joint: NO 201.60 TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO /ROOTS . 210.20 TB Tap Break-In, at 10 o'clock, 4", within 8 inches of joint: NO 115 3-:37 300 2, 300.20 ACOM Cleanout Mainline, Survey Ends I POST VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 tMNLRU 0( City CARLSBAD 873 Inspection Report / Inspection: I Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 8/2412017 Dry Victor 19 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category 8/24/2017 Jetting Street123 HIBISCUS DR Use of Sewer Upstream MH 16C-48 City CARLSBAD 873 Drainage Area Dowstream MH 16C-47 Loc. details SHEET 48 Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 134.20 ft Section Length 134.20 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated 2017 Material CIPP Tape/ Media No. DVD Lining Method Cured in Place Add., Information 1:345 Position Code Observation 0.00 AMH Upstream Manhole, Survey Begins / POST VIDEO 7 00 TFA Tap Factory Made Active, at 03 o'clock, 4", within 8 inches of joint: YES 7 46.70 TEA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches of joint: YES / ROOTS 49.20 TEA Tap Factory Made Active, at 03 o'clock, 4", within 8 inches of joint: YES / ROOTS 6C-4 134.20 AMH Downstream Manhole, Survey Ends / POST VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 . 0 0 0 MKLRU öflj (itv CARI 5RAr) R7 TIP, Inspection Report / Inspection: I Date 8/2212017 PlO. No. Weather Dry Surveyors Name Victor Pipe Segment Reference Section No. 17 Certificate No. Survey Customer System Owner Date Cleaned 8/2212017 Pre-Cleaning Jetting Sewer Category Street123 HOME AVE Use of Sewer Upstream MH 9B-18 City CARLSBAD 873 Drainage Area Dowstream MH 913-17 Loc. details SHEET 7. Flow Control Not Controlled - Dir. of Survey Upstream Location Code Length surveyed 286.80 ft Section Length 286.80 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid - Dia./Height .6 inch Year Rehabilitated 2017 Material CIPP .Tape/ Media No. DVD Lining Method Cured in Place Add. Information: 1:720 Position Code Observation AMH Downstream Manhole, Survey Begins I POST VIDEO 4.50 TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of joint: NO 17.60 TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of \ \ joint: NO \ \ \jç TB Tap Break-In, at 02 o'clock, 4", within 8 inches of joint: NO /ROOTS \28.70 TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO I ROOTS 4 \66.20 TBA Tap Break-In Active, at 10 o'clock, 6", within 8 inches of I joint: NO I 105.70 TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of I. joint: NO I TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO \ 164.10 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO . 179.40 TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of joint: NO 286.80 AMH Upstream Manhole, Survey Ends I POST VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 CARLSBAD 873 City CARl sRAr) R7 fl Inspection Report / Inspection: I Date 811712017 P/O. No. Weather Dry Surveyor's Name Victor Pipe Segment Reference Section No. 12 Certificate No. Survey Customer System Owner Date Cleaned 8/17/2017 Pre-Cleaning Jetting Sewer Category Street123 LINMAR LN Use of Sewer Upstream MH 16C-51 City CARLSBAD 873 Drainage Area Dowstream MH 16C-52 Loc. details SHEET 52 Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 333.50 ft Section Length 333.50 ft Purpose of Survey Post-Rehabilitation Survey Year Laid . 6 inch Year Rehabilitated 2017 EaHe CIPP Tape I Media No. DVD Cured in Place Add Information: 1:840 Position Code Observation 16C 51' 0.00 AMH Downstream Manhole, Survey Begins / POST VIDEO 65.50 TFA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches of joint: YES tc::IIII I 70.50 TFA Tap Factory Made Active, at 03 o'clock, 4", within 8 inches of joint: YES 126.00 TFA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches of joint: YES 134.90 TFA Tap Factory Made Active, at 03 o'clock, 4", within 8 inches I of joint: YES 190.70 TFA Tap Factory Made Active, at 09 o'clock, 4, within 8 inches of joint: YES 199.70 TEA Tap Factory Made Active, at 03 o'clock, 4", within 8 inches of joint: YES 247.80 TEA Tap Factory Made Active, at 09 o'clock, 4', within 8 inches of joint: YES _._050 TFA Tap Factory Made Active, at 03 o'clock, 4, within 8 inches , ofjoint: YES 305.80 TEA Tap Factory Made Active, at 09 o'clock, 4", within 8 inches of joint: YES 314.80 TEA Tap Factory Made Active, at 03 o'clock, 4', within 8 inches • ofjoint: YES L~333 50 MSA Survey Abandoned /POST VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 . 0 0 (AKLSBAO 373 City CARl SRAD 873 .Waft Inspection Report / Ins pectia Date 8/22/2017 PlO. No. Weather Dry Surveyors Name Victor Certificate No. Survey Customer System Owner Date Cleaned 8/22/2017 Street123 TUTTLE ST Use of Sewer Upstream MH 40-9 City CARLSBAD 873 Drainage Area Dowstream MH 40-6 Loc. details SHEET 11 Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 376.00 ft Section Length 376.00 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid . Dia./Height 6 inch Year Rehabilitated 2017 Material ClPP Tape I Media No. DVD Lining Method Cured in Place Add. Information: 1:945 Position Code Observation 4D 9 0.00 AMH Upstream Manhole, Survey Begins / POST VIDEO ."7 57.00 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO - 86.70 TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO -1_1 5 80 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO 7 167.70 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO Z0 TBA Tap Break-In Active, at 02 o'clock, 4", within 8 inches of joint: NO 7 239.90 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO 321.60 TBA Tap Break-In Active, at 12 o'clock, 4", within 8 inches of . . joint: NO ((4 D-6 376.00 AMH Downstream Manhole, Survey Ends / POST VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 CARLSBAD 873 City CA .WE& Inspection Rep Date 8/23/2017 PlO. No. Weather Dry Certificate No. Survey Customer System Owner Street123 PACIFIC ST Use of Sewer Upstream MH 9A-3 City CARLSBAD 873 Drainage Area Dowstream MH 9B-66 Loc. details SHEET I Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 250.00 ft Section Length 250.00 ft Purpose of Survey Post-Rehabilitation Survey Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated 2017 Material CIPP Tape! Media No. DVD Lining Method Cured in Place Add. Information: 1:630 Position Code Observation 913-66 0.00 AMH Upstream Manhole, Survey Begins / POST VIDEO 7.50 TEA Tap Factory Made Active, at 10 o'clock, 4", within 8 inches of joint: YES 49.90 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO 80:10 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO 116.50 TBA Tap Break-In Active, at 10 o'clock, 4", within 8 inches of joint: NO 247.70 AOC Drop Connection, Survey Ends I POST VIDEO 250.00 AMH Downstream Manhole, Survey Ends I POST VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 AKLSBAO 373 City CARLSBAD Tet Eii. Inspection Report Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 6/6/2017 E GARCIA 22 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category I Jetting Street123 YANG LAYANG'CR Use of Sewer tream MH 16C-21 City CARLSBAD Drainage Area wstream MH TDir. 16C-22 Loc. details Flow Control of Survey Upstream Location Code Length surveyed 40.35 ft tion Length 40.35 ft - Purpose of Survey Pm-Acceptance Joint Length Year Laid DiaiHeight 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information: 1:105 Position Observation ,16C-22 0.00 Downstream Manhole, Survey Begins / PRE VIDEO . 40.35 Upstream Manhole, Survey Ends I PRE VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 JUtW51JUAKLbtJAU I, ,'age: 1 - ('.ARI r)sRAr Tet EiI Inspection Report Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 6/6/2017 E GARCIA 20 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Street123 LINMAR LN Use of Sewer Upstream MH 16C-51 City CARLOSBAD Drainage Area Dowstream MH 16C-52 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 349.45 ft Section Length 349.45 ft Purpose of Survey Pre-Acceptance Year Laid 6 inch =He Year Rehabilitated Vitrified Clay Pipe Tape / Media No. Add. Information: 1:840 Position Observation Ir307 Upstream Manhole, Survey Begins / PRE VIDEO Tap Factory Made Active, at 10 o'clock, -' within 8 inches of joint: YES, 4,' Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, '7 101.30 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, ~150.40 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, I Tap Factory Made Active, at 02 o'clock, -' within 8 inches of joint: YES, - '7 212.90 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4,, Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, '7 276.90 Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 85 Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, Downstream Manhole, Survey Ends / PRE VIDEO ' QSR QMR SPR MPR OPR 5PR1 MPRI OPRI oeso 0000 0 0 0 0 0 • 0 JOB# 873 CARLSBAD 9 Page: 1 ' KAP (itt, CARl SPAn .: Tt • E-mail., Inspection Report '• ' . Date P/O. No. Weather Surveyor's Name Segment Reference - Section No. 61612017 E GARCIA Tpe ••, 19 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category I Jetting 5treet123 MADISON ST Use of Sewer . ., Upstream MH 16A-27 City CARLSBAD , Drainage Area . Dowstream MH 16A-28 Loc. details . Flow Control Dir. of Survey. , Upstream Location Code Length surveyed 233.20 ft . Section Length' 233.20 ft Purpose of Survey Pre-Acceptance - —Font Joint Length ' . . Year Laid 6 inch Year Rehabilitated , Material . Vitrified Clay Pipe - Tape / Media No. Lining Method -Add.- Information: 1:570 Position Observation - FFT 0.00 Downstream Manhole Survey Begins / PRE VIDEO 1100.45 FT 9.90 Tap Break-In Active, at 10 o'clock, -within 8 inches of joint: YES, 4 - ,, . . -.-. •- I. •" 44.90 Tap BreakIn Active, at 10 o'clock,-, within 8 inches of joint: YES, 4" 63.75 - Tap Break-In Active, at02 o'clock, -,within 8 inched of joint: YES, 4" z I . Ci1Vtejt o 95.15 Tap Break-In Active, at 02 o'clock, -,within 8 inches of joint: YES, 4" , a Tap Break In Intruding at 10 o'clock; within 8 inches of joint YES 64-6 1'5 4T(Ut V. - ' '' ' .', ' ' -•.:. e) 153.65 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" •- - 176.50 'Tap Break-In Active, at 10 o'clock, -within 8 inches of joint: YES;4" • ' . ' 231.00 Tap Break In Active at 10 o'clock, within 8 Inches of joint YES 4 4!:~233:2:0 Cleanout Mainline, Survey Ends! PRE VIDEO THE SWEEP IS VERY, CLOSE TO THE LAST LATRAL -, .. - QSR QMR SPR MPR OPR . SPRI . '. ' MPRI -, OPRI 0000 2100 - 0 2 • 2 - 1 0 - -.- 2 • , 2 JOB 0S (.AKLbMU II I-'age:i • - - . - * - - 4 - - - • ' - CCA t City: CARLSBAD - Tet Ea ii Inspection Report Date P/O. No. Weather Surveyois Name Pipe Segment Reference Section No. 6/5/2017 E GARCIA 8 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Streel123 OCEAN ST Use of Sewer Upstream MN 9A-7 City CARLSBAD Drainage Area Dowstream MH 9A-6 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 102.05 ft Section Length 102.05 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid oiaiHeight 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:255 Position Observation 9A-7 0.00 Upstream Manhole, Survey Begins MH DEPTH 14 FEET I PRE VIDEO 31.80 Tap Factory Made dapped) at 02 o'clock, -, within 8 inches of joint: YES, Tap Factory Made Ca ,at 10 o'clock,-, within 8 inches of joint: YES, 56.50 Tap Factory Made Ced, at 02 o'clock,-, within 8 inches of joint: YES, 57.35 Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES,4" 59.15 Tap Factory Made e?at 10 o'clock,-, within 8 inches of joint: YES, 4" 79.65 Tap Factory Made C'aplat 02 o'clock, -, within 8 inches of joint: YES, 82.25 Tap Factory Made eaped? at 10 o'clock, -, within 8 inches of joint: YES, 9_4 85 Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4" 102.05 Downstream Manhole, Survey Ends I PRE VIDEO QSR QMR 5PR MPR ' OPR 5PR1 MPRI - OPRI 0000 0000 0 0 • 0 0 0 0 JOB# 873 CARLSBAD II Page: 1 City CARLSBAD Tet Inspection Report Date PlO. No. Weather Surveyors Name Pipe Segment Reference Section No. 61512017 1 E GARCIA 7 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Street123 OCEAN ST Use of Sewer Upstream MH 9A-8 City CARLSBAD Drainage Area Dowstream MI-I 9A-7 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 88.60 ft Section Length 88.60 ft Purpose of Survey Pm-Acceptance Joint Length Year Laid DiaiHeight 8 inch Year Rehabilitated . Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:225 Position Observation 9A-48 0 00 Upstream Manhole, Survey Begins / PRE VIDEO Tap Factory MadeActive, at 10 o'clock, -, within 8 inches of joint: YES, 4" 14.15 Tap Factory Made cd302 o'clock, -, within 8 inches of joint: YES, Tap Factory 10 o'clock, -' within 8 inches of joint: YES, 36.35 Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4" ZI Tap Factory Made cppe&, at 02 o'clock, -, within 8 inches of joint: YES, 39.70 Tap Factory Made qpped7at 10 o'clock, -, within 8 inches of joint: YES, 4 Tap Factory Made at 02 o'clock, -within 8 inches of joint: YES, 4,, 5665 Tap Factory Made 7d at 10 o'clock, , within 8 inches of joint: YES, 71.25 Tap Factory Made cappd at 02 o'clock, -, within 8 inches of joint: YES, 4,' 73.80 Tap Factory Made G'd,at 10 o'clock, -' within 8 inches of joint: YES, 8860 Downstream Manhole, Survey Ends! PRE VIDEO . OSR QMR SPR MPR OPR SPRI MPRI OPRI oeoo eoso 0 0 0 0 0 0 JOU# 573 CARLSBAD II Page: 1 (ih, . (API cRAr E-mail., Tet Inspection Report Date PlO. No. Weather Surveyor's Name Pipe Segment Reference Section No. 61512017 E GARCIA 6 Certificate No. Survey Customer System Owner Date. Cleaned Pre-Cleaning Sewer Category 1 - Jetting Street123 OCEAN ST Use of Sewer Upstream MN 9A-11 City CARLSBAD Drainage Area Dowstream MH 9A-10 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 152.6 ft - Section Length 152.65 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia.lHeighl 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information: 1:375 Position Observation VIDEO 000 Upstream Manhole, Survey Begins 13 FT MANHOLE DEPTH / PRE 0T —:6 26.85 85 a:::,:::, within ::::: :::: :: 28 70 Active, at 8 inches ofjoint: YES, 46.60 Tap Factory Made Cpp, at 02 o'clock, -, within 8 inches of joint: YES 6" ••'" . 147.4 FT 49.25 Tap Factory Made CEd, at 10 o'clock, -, within 8 inches of joint: YES, 6" 75.75 Tap Factory Made C at 02 o'clock, -' within 8 inches of joint: YES, 6" Tap Factory Made C!ej at 10 o'clock, -within 8 inches of joint: YES, Tap Bak-In Intruding, at 12 o'clock, -, -, within 8 inches of joint: YES, 9885 Tap Factory Made at 02 o'clock, -, within 8 inches of joint: YES, 101.40 Tap Factory Made at 10 o'clock, -, within 8 inches of joint: YES, 6" Tap Factory Made p) at 10 o'clock, -, within 8 inches of joint: YES, 2",2" . . 147.40 Tap Break-In Intruding, at 10 o'clock, -, -' within 8 inches of joint: YES, - / Downstream Manhole, Survey Ends! PRE VIDEO - QSR QMR SPR MPR - OPR SPRI MPRI OPRI 0000 2200 0 4 4 0 2 2 JUbif 0(3 AKLSWW II Page: 1 -' City: CARLSBAD maI! Inspection Report Date PlO. No. Weather Surveyors Name Pipe Segment Reference Section No. 6/5/2017 E GARCIA 5 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category Jetting Street123 PACIFIC AVE Use of Sewer Upstream MN 9A-3 City CARLSBAD Drainage Area Dowstream MH 913-66 Loc. details Flow Control Dir. of Survey . Downstream Location Code Length surveyed 250.00 ft Section Length 250.00 ft Purpose of Survey Pm-Acceptance Joint Length Year Laid DiaiHeight 8 inch Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. Lining Method Add. Information 1:600 Position Observation Upstream Manhole, Survey Begins / PRE VIDEO Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 6" Tap Break-In Active, at 09 o'clock, -, within 8 inches of joint: YES, 6 Tap Factory Made Cap'1at 10 o'clock, -, within 8 inches of joint: 6" Repair Localized Liner, within 8 inches of joint: YES / PRE VIDEO Tap Factory Made Active, at 10 o'clock, -' within 8 inches of joint: YES, 4" Tap Factory Made ed at 10 o'clock, -, within 8 inches of joint: YES, Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" Tap Factory Made jpat 10 o'clock,-, within 8 inches of joint: YES, 4,, Broken, from 05 to 07 o'clock, within 8 inches of joint: YES, ift, Ift Drop Connection, Survey Ends! PRE VIDEO QSR QMR SPR MPR OPR SPRI MPRI OPRI 5100 0000 5 0 5 5 0 5 JOB# 873 CARLSBAD I! Pace: 1 - •• __•1 - I - City CARLBAD -. '.* i• - .. Inspection Report '•- ' Date PlO. No. Weather Surveyors Name, Pipe Segment Reference Section No. 61512017 .. . E GARCIA 10 Certificate No. Survey Customer System Owner , Date Cleaned . Pre-Cleaning Sewer Category I - . Jetting . StreetI23. TUTTLE ST Use of Sewer Upstream MH 4D-9 - City CARLBAD. Drainage Area • Dowstream MH 4D-6 Loc. details . Flow Control Dir. of Survey Downstream -Location Code . Length surveyed 375.80 ft Section Length • 375.80 ft - Purpose of Survey Pre-Acceptance . Joint Length Year Laid - - Dia./Height 6 inch ? Year Rehabilitated • Material - Vitrified Clay Pipe• Tape/ Media No. Lining Method ' - • * Add. Information : . , • 1:915 .• . Position Observation (44D 9~ 0.00 .Upstream Manhole, Survey Begins 6 INCH TRUE ID! PRE VIDEO 165 FT - 55.25 Tap Break-In Active, at 10 o'clock, -' within 8 inches of joint: YES, 4" 85.95 Tap Break-in Active at 02 o'clock,., within 8 inches of joint YES 4 113.90 Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint YES, 4" 173.05 FT '7 165.00 Tap Break-In Intruding, at 10 o'clock, -, -,thin 8 inches of joint: YES, Tap Break-in Intruding, at 02 o'clock,-,-, thin 8 inches of joint YES 315.15 FT "7 235.45 - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4"' . - • • '- : -- ..i • - • - ' -- t - - 315.15 ' Roots Ball Joint, at 12 o'clock, 60 %, within 8 inches of joint: YES! - ,',. KNUCKLE ROOT 15.5 Tap Break-In Active, at 12 o'clock, -,within 8 inches of joint: YES, 4" - - • -- . . * Downstream Manhole Survey Ends PRE VIDEO D~ 37_5 80 QSR QMR SPR MPR OPR • SPRi F' MPRi 7 OPRi - 0000 '. . - 4122 . 0 8 -. 8 0 - 2.67 . 2.67 1. JOB# 873 CARLSBAD II Page 1 F - •• l i. I- 4' - * - .- J* , •.•- ,,-.F... -'- , , -. ',.4 - -. ' - -4'- -• • ., - . -- ,-,.- • --I " . I ''I_ • — - - -•. .- --•- -- "- -- -'-r I- • - * ,- - , .•-. • •- '-. -* .* •I -. '' 1. •V -• - . i•, I-.. - : •- -(1' .7: City CARLSBAD • . MPR • OPR , SPRI , MPRI OPRI 12 . • 12 0 2.4 • 2.4 JOB# 873 CARLSBAD II Page: 1' • • • - - - ,-• 14 - 4 , • .,. ,-• ' ' ,- •4 .•", '. •t•• - -.7 .J. • 4 •1 .t ('4 , 4-jr 4_•__ * '' t- - . .. * , • • ' -.' - - . •• (.' - Tet Inspection Report . Date PlO. No. Weather Surveyors Name - Pipe Segment Reference Section No. 615/2017 E GARCIA -. Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category • . Jetting Sireet123 HOME Use of Sewer . Upstream MH 9B-17 - City CARLSBAD . Drainage Area , DowstreamMl-t 913-18 . Loc. details Flow Control , Dir. of Survey Downstream . Location Code Length surveyed 286.00 ft s Section Length 286.00 ft Purpose of Survey - . Joint Length Year Laid . . . DiaiHeight 8 inch . . Year Rehabilitated Material Vitrified Clay Pipe Tape / Media No. . . Lining Method . . Add. Information -.1:690 Position Observation ' ' • - - .'' .7 * - . 913-17 0.00' Upstream Manhole Survey Begins! PRE VIDEO - , •• , . . - ,. .• 106.6 FT 10660 Tap Break In Intruding at 12 o'clock, within 8 inches of joint YES • 122.65 Tap Break-In Active, at 02 o'clock, -within 8 inches of joint: YES, 6" .' - 262.6 FT 12740 Tap Break In Active at 10 o'clock, within 8 inches of joint YES 6 X. 179.25 .- Tap Break-In Active, at 10 o'clock, - within 8 inches of joint: YES, 6" : 204.45 Tap Break-In Capped, at 12 o'clock, -within 8 inches of joint: YES, 4' - . .. - 278.05 FT 217.15 Tap Break-In Active, at 02 o'clock, -within 8 inches of joint: YES, 6"! • , APARTMENTS 253.55 Tap Break-In Defective, at 10 o'clock, -, , v'ithin 8 inches of joint: YES,' • •. . 6", 6" / ROOTSIS 262.60 Tap Break-In Defective, at 10 o'clock, -, within 8 inches of joint: YES, • . "' . 264.45 • Tap Break-In Active, at 12 o'clock, -' within 8 inches of joint: YES, 6" eu rr -. . 1.Q#4. 278.05 Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES, 1', 1" /APARTMENTS ,, .•. ..-•• - . 13-18 286.00 Downstream Manhole, Survey Ends I PRE VIDEO ('ç - .4 - - . • . -' , -' . QSR • QMR • SPR 0000 • ' 3223 0