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HomeMy WebLinkAboutCT 06-27; MUROYA SUBDIVISION; SEWER REPORTS (2012);BOUDREAU PIPELINE-CITY OF CARLSBAD 00 Date Asset ID Start ID End ID Distance Asset Location Run Number Flow Direction Asset Size 7/23/2012 7:56:00 CT 06-27 7ST13+59.40 6ST12+56.49 102.1 WHITE SAGE WY 001 Downstream 6 AM 7/23/2012 8:23:00 CT 06-27 6S112+56.49 5STI 1+80.79 72.8 WHITE SAGE WY 002 Downstream 8 AM 7/23/2012 8:37:00 CT 06-27 5ST11+80.79 4S19+69.13 217 WHITE SAGE WY 003 Downstream 8 AM 7/23/2012 9:14:00 CT 06-27 45T9+69.13 3ST8+34.12 136.1 EASEMENT 004 Downstream 8 AM 7/23/2012 9:35:00 CT 06-27 35T8+34.12 25T7+57.95 81.1 EASEMENT 005 Downstream 8 AM 7/23/2012 9:43:00 CT 06-27 2ST7+57.95 1ST7+23.26 31.4 EASEMENT 006 Downstream 8 AM 7/23/2012 9:50:00 CT 06-27 IST7+23.26 EX.ST6+92.64 33.2 NIGHTSHADE RD 007 Downstream 8 AM 7/23/2012 CT 06-27 IISTI2+00.00IOSTII+08.18 103.2 HOLLYLEAF CRT 008 Downstream 8 10:09:00 AM 7/23/2012 CT 06-27 IOSTII+08.18 9STI0+53.58 10:23:00 AM 59.3 HOLLYLEAF CRT 009 Downstream 8 7/23/2012 CT 06-27 9S110+53.58 65T12+56.49 56.8 HOLLYLEAF CRT 010 Downstream 8 10:30:00 AM 7/23/2012 CT06-27 85T12+58.70 7STI0+00.00 262.7 SWEETCLOVER 011 Downstream 6 10:53:00 AM LN Total Date Total Total Start ID Total End ID Total Total Asset Total Run Total Flow Total Asset Asset ID _____ Distance Location Number Direction Size 1 1 11 10 1155.7 5 66 1 2 G3 12-001-SEWER, JOB NO. 11255, SEWER Empire Pipe Cleaning and \ rEquipment, Inc. \ . 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Contact Craig Van Thyne 714-639- 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPEL1NE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 07:56 Street WHITE SAGE WY City CARLSBAD MIH Manhole Upstream 7ST13+59.40 to Invert (U) Rim to Invert (U) Grade Rim to Grade (U) Downstream MH ]Sanitary 6ST12+56.49 Rim to Invert (D) Grade to Invert (D) Use Rim to Grade (D) Sewer IDirection of Survey IDownstream Pipe Height (Diameter) 6 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 1102.1 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-001 Purpose Pre-A&eptance Run Number 001 Pre-Cleaning 'To PreC1eaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 001 Custom4 0 Custom5 0 Custom6 0 Custom7 Custom8 Custom9 JVideo Location Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 7:56:00 AM Street: WHITE SAGE WY Length Surveyed: 102.1 Pacp Quick Overall Rating: 0000 Height (Diameter): 6 Street: WHITE SAGE WY Pipe Segment Reference: CT 06-27 Upstream MH: 7ST13+59.40 Downstream MH: 6ST12+56.49 Direction of Survey: Downstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture - iU ii MOVIE Manhole 0.0 Severity: None 35 Remarks: 7STI0+00.00 !- -. . .. Water Level i 0.0 Severity: None 02:44 Percent: 0 -. 'PC-Owoma ' IIJt - . IVH*IillAlit• MEN @W1 Water Level 102.1 Severity: None Percent: 5 10:29 Proi-CT Manhole WHITE SAGE WY 06-27 102.1 Severity: None 11:06 JJ Remarks: 65T12+56.49 -u Manhole Created with the report generator Project: BOUDREAU PIPELINE I Severity I Date: 7/23/2012 7:56:00 AM Pipe Segment Reference: CT 06-27 Street: WHITE SAGE WY Upstream MH: 7ST13+59.40 ate Length Surveyed: 102.1 Downstream MH: 6ST12+56.49 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 6 Material: Polyvinyl Chloride Street: WHITE SAGE WY ID Number: 7ST13+59.40 (0.0) AMH - Manhole Remark: 7ST10+00.00 (0.0) MWL - Water Level (102.1) MWL - Water Level (102.1) AMH - Manhole Remark: 6ST12+56.49 Total Distance: 102.1 ID Number: 6ST12+56.49 Created with the Afi report generator Empire Pipe Cleaning and "\Equipment, Inc. \ jj f• 8352 \\ Contact Craig Van Thyne 714-639- Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 08:23 Street WHITE SAGE WY City CARLSBAD Manhole Upstream MIH 6ST12+56.49 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 5ST1 1+80.79 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey IDownstream Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 72.8 Year Laid I Year Renewed Misc Flow Control Not Controlled Media Label G312-001 Purpose Ike-Acceptance Run Number 002 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 002 Custom4 0 Custom5 0 Custom6 4 Custom7 Custom8 Custom9 Video Location Created with the qvposm report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 8:23:00 AM Street: WHITE SAGE WY Length Surveyed: 72.8 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: WHITE SAGE WY Pipe Segment Reference: CT 06-27 Upstream MH: 6ST12+56.49 Downstream MH: 55T11+80.79 Direction of Survey: Downstream Material: Polyvinyl Chloride Fault Observation- - - - 7/23/2012 08:27 \CflRLS8AD Start6SIl2+S6.4B End5STII+807S Dr Downstream WY Prod- Cr 08-2 I A Manhole Manhole J 810 Polyvinyl Ch,f 0)oft. - Water Level Severity: None r.D own str eam Percent: 5 .01 He 7 220I2 OR 10 SbrtGSTl2+S6.49' LES ti tt Tap Factory 06-27 Position: 9 Severity: None Size: 6 - Tf2jo 81l0! : I Factory WHITE SHGE WY Proi-C I .06;27 Position: 9 c Severity: None )\\)\m Size: 4 ( Tap Factory 1 / - - 7i2.3h2li2 08 I P 616 t H 49 rid - • - • Orr:D owns tre'm - WHITE 0908 WY Pr .r o-CT 06-27 Position: 9 Severity: None Size: 4 Tap Factory j I TT1[1Iis_iITklIs]i P L Stat6ST124 .4 - ndT a Tap Factory DIr' Dourrrt.eam Position: 9 Severity: None Size: 4 Tap Factory Water Level WY Severity: None : 13 r't STt2*13I3.413 EndSST1tIOO.79 oCT706 06 27 .. 7 u 12 08 32— CARLSBAD an 16 Polyvinyl Ch 72.811.. Created with the report generator Project: BOUDREAU PIPELINE I Severity I Date: 7/23/2012 8:23:00 AM Pipe Segment Reference: CT 06-27 Street: WHITE SAGE WY Upstream MH: 6ST12+56.49 Length Surveyed: 72.8 Downstream MH: 5STII+80.79 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 8 Material: Polyvinyl Chloride Street: WHITE SAGE WY ID Number: 6ST12+56.49 (0.0) AMH -Manhole Remark: 6ST12+56.49 (0.0) MWL - Water Level (57.8) TF - Tap Factory - Position: 9 (60.1) TF - Tap Factory - Position: 9 (62.1) TF - Tap Factory - Position: 9 (63.9) TF - Tap Factory - Position: 9 (72.8) MWL - Water Level (72.8) AMH - Manhole Remark: 5STI 1+80.79 Total Distance: 72.8 ID Number: 5STI1+80.79 Created with the report generator I !.Empire Pipe Cleaning and N\Equipment, Inc. Address ...L I 1, Contact Craig Van Thyne 39 8352 Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 08:37 ICARLSBAD Street WHITE SAGE WY City Manhole Upstream MH 5ST11+80.79 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 4ST9+69.13 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use ISanitary Iffirection of Survey IDownstrearn Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 217 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-001 Purpose IPre-Acceptance Run Number 003 Pre-Cleaning INo Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 003 Custom4 0 Custom5 0 Custom6 6 Custom7 Custom8 Custom9 Video Location Created with the Pt SIVI report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 8:37:00 AM Street: WHITE SAGE WY Length Surveyed: 217 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: WHITE SAGE WY Pipe Segment Reference: CT 06-27 Upstream MH: 5STI1+80.79 Downstream MH: 4ST9+69.13 Direction of Survey: Downstream Material: Polyvinyl Chloride Fault Observation -- Manhole 7/R/2fli2, 0838 -CflPI.Sflflll Stunt. SSt1t 450. .19' End 4S 9+135 .13 fo r Do wns t re am Proi-CT 06-27 Severity: None 80 Remarks: 5ST11+80.79 (CI CV 10 I C Ii Oft j 7,k3/i1 1) pit 1 CflRLSIflO'jrV.'. S I,art tibnd I fl Water ? _ V / II II I 2111 11512 flP.i3 C . 50 IS End "15191135k IN am : - 4 - I C-- Position: 9 Tap Factory Severity: None Size: 4 W lyVin A U, _L .3 a/SSlt1HU.ISitd 4•_I Downstream Distance Fault Observation Time Picture a - / Tap Factory 121.0 Positi Severity: 06:24 Size: 4 I) Tap ac ory 171.8 s:rcoe ion: 3 09:02 Size:4 UP ROM Tap Factory Position: 3 173.8 Severity: None 09:48 • I! . ________ Size: 4 .- _______ Water Level 2170 Severity None 12:35 Percent: 6 sh Manhole 217.0 Severity: None 12:56 -- Remarks: 45T9+69.13 ____ •. Created with the report generator Project: BOUDREAU PIPELINE I Severity Date: 7/23/2012 8:37:00 AM Pipe Segment Reference: CT 06-27 Street: WHITE SAGE WY Upstream MH: 5STII+80.79 Length Surveyed: 217 Downstream MH: 4ST9+69.13 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 8 Material: Polyvinyl Chloride Street: WHITE SAGE WY ID Number 5STII+8079 (0.0)AMH -Manhole Remark: 5STII+80.79 (0.0) MWL - Water Level (110.5) TF - Tap Factory - Position: 3 (116.8) TF - Tap Factory - Position: 9 (119.2) TF - Tap Factory - Position: 9 (121.0) TF - Tap Factory - Position: 9 (171.8) TF - Tap Factory - Position: 3 (173.8) TF - Tap Factory - Position: 3 (217.0) MWL - Water Level (217.0) AMH - Manhole Remark: 4ST9+69.13 Total Distance: 217 ID Number: 4ST9+69.13 Created with the report generator iEmpire Pipe Cleaning and 8352 Equipment, Inc. Contact Craig Van Thyne 14-639- Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 09:14 Street EASEMENT City CARLSBAD Manhole Upstream ME 4ST9+69. 13 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MR 3ST8+34.12 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use ISanitary Direction of Survey IDownstrearn Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed ,136.1 Year Laid IYear Renewed Misc Flow Control Not Controlled Media Label G312-001 Purpose Pre-Acceptance Run Number 004 Pre-Cleaning 4o Pre-Cleaning Date Cleaned Weather Dry Location Code Easement/Right of Way Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 004 Custom4 0 Custom5 0 Custom6 5 Custom7 JCustom8 Custom9 Video Location Created with the PDE1Vi report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 9:14:00 AM Street: EASEMENT Length Surveyed: 136.1 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: EASEMENT Pipe Segment Reference: CT 06-27 Upstream MH: 4ST9+69.13 Downstream MH: 35T8+34.12 Direction of Survey: Downstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture t Manhole 0.0 Severity: None 29 Remarks: 45T9+69.13 ,.. 7fJ IS II Water Level 0.0 Severity: None 01:45 5 Percent: 5 - . . Tap Factory Position: 3 432 0440 Severity: None Size: 4 37 CUt75 OfllO b - S Tap Factory 45.4 Position: 3 05:19 Severity: None L~*Wis Size:4 : Tap Factory D • 1 "- - U L •• • 47.4 Severity: None 05.46 Size: 4 t I Distance Fault Observation Time Picture 54 pt@ Tap factory Position: 9 496 06:08 Severity: None Size: 4 VAT 10 1. 11 - I - i'"I Tap Factory _. Position: 9 51.9 06:29 Severity: None Size: 4 IMP I.. Water Level 1361 Severity: None 1043 Percent: 5 Manhole 136.1 Severity: None 10:56 Remarks: 3ST8+34.12 Created with the report generator Project: BOUDREAU PIPELINE I Severity I Date: 7/23/2012 9:14:00 AM Pipe Segment Reference: CT 06-27 rin Street: EASEMENT Upstream MH: 4ST9+69.13 Length Surveyed: 136.1 Downstream MH: 3ST8+34.12 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 8 Material: Polyvinyl Chloride Street: EASEMENT ID Number: 4ST9+69.13 (0.0) AMH - Manhole Remark: 4ST9+69.13 (0.0) MWL - Water Level (43.2) TF - Tap Factory - Position: 3 (45.4) TF - Tap Factory - Position: 3 (47.4) TF - Tap Factory - Position: 3 (49.6) TF - Tap Factory - Position: 9 (51.9) TF - Tap Factory - Position: 9 (136.1) MWL - Water Level (136.1)AMH - Manhole Remark: 3ST8+34.12 Total Distance: 136.1 ID Number: 3ST8+34.12 Created with the report generator Empire Pipe Cleaning 'E' and \\Jp \quipment, Inc. \ C. '.'-4, _J J• Contact Craig Van Thyne714-639- 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date ICARLSBAD 7/23/2012 09:35 Street EASEMENT City Manhole Upstream MR 35T8+34.12 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 2ST7+57.95 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use ISanitary IDirection of Survey IDownstream Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 81.1 Year Laid Year Renewed Misc Flow Control INot Controlled Media Label G312-001 Purpose IPre-Acceptance Run Number 005 Pre-Cleaning INo Pre-Cleaning Date Cleaned Weather Dry Location Code Easement/Right of Way Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 005 Custom4 0 Custom5 0 Custom6 0 Custom7 1Custom8 Custom9 JVideo Location Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 9:35:00 AM Street: EASEMENT Length Surveyed: 81.1 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: EASEMENT Pipe Segment Reference: CT 06-27 Upstream MH: 3ST8+34.12 Downstream MH: 2ST7+57.95 Direction of Survey: Downstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture oo Manhole 0.0 Severity: None 38 -T Remarks: 3ST8+34.12 • \ Umgf; MUM A6 MOW L Water Level • 0.0 Severity: None 01:41 Percent: 5 ____________ . k wlim Water Level 81.1 Severity: None 05:44 Percent: 0 • ______ ________________________ ______ Go ,•,- IJ_____ Manhole EnSEMIEN 7/23/2012 n9:42 CARLSBAD . -27 81.1 Severity: None 06:13 .-.' Remarks: 25T7+57.95 .• . All • nh Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 9:35:00 AM Pipe Segment Reference: CT 06-27 Street: EASEMENT Upstream MH: 35T8+34.12 Length Surveyed: 81.1 Downstream MH: 2ST7+57.95 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 8 Material: Polyvinyl Chloride Street: EASEMENT ID Number: 3ST8+34.12 (0.0) AMH - Manhole Remark: 3ST8+34.12 ..... (0.0) MWL - Water Level (81.1) MWL - Water Level (81.1) AMH - Manhole Remark: 2ST7+57.95 ..... Total Distance: 81.1 ID Number: 2ST7+57.95 Created with the report generator mPuh'e Pipe Cleaning Equipment, and 8352 Inc. Address Contact Thyne Craig Van 39 CA Gilb Orange Operator ert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 09:43 Street EASEMENT City CARLSBAD Manhole Upstream IVIH 25T7+57.95 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH 1ST7+23.26 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 131.4 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-001 Purpose Pre-Acceptance Run Number 006 Pre-Cleaning o Pre-Cleaning Date Cleaned Weather Dry Location Code EasementlRight of Way Additional Info ILocation Details Custom MaintWeight 0 Struct Weight 0 Run Number 006 Custom4 0 Custom5 0 Custom6 0 Custom7 Custom8 Custom9 Video Location Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 9:43:00 AM Street: EASEMENT Length Surveyed: 31.4 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: EASEMENT Pipe Segment Reference: CT 06-27 Upstream MH: 2S17+57.95 Downstream MH: IST7+23.26 Direction of Survey: Downstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture Manhole . 0.0 Severity: None 34 . • Remarks: 2ST7+57.95 : Water Level 0.0 Severity: None 58 Percent: 5 ; .... ________ ______________________________ ________ __•____:____..,_.._ Water Level - ç/V.• .. :' 31.4 Severity None 03:46 Percent: 5 - Manhole 31.4 Severity: None 04:01 Remarks: IST7+23.26 -. Created with the M report generator Project: BOUDREAU PIPELINE I Severity I Date: 7/23/2012 9:43:00 AM Pipe Segment Reference: CT 06-27 rin Street: EASEMENT Upstream MH: 2ST7+57.95 ________ Length Surveyed: 31.4 Downstream MH: IST7+23.26 &GW I Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream I Height (Diameter): 8 Material: Polyvinyl Chloride Street: EASEMENT ID Number: 2ST7+57.95 (0.0) AMH - Manhole Remark:. 2ST7+57.95 (0.0) MWL - Water Level (31.4) MWL - Water Level (31.4) AMH -Manhole Remark: IST7+23.26 Total Distance: 31.4 MW ID Number: IST7+23.26 Created with the Mreport generator i Empire Pipe Cleaning and Equipment, Inc. C - Contact Craig Van Thyne 14-639- 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 09:50 Street NIGHTSHADE RD City CARLSBAD Manhole Upstream IvIH 15T7+23.26 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH EX.ST6+92.64 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey IDownstrearn Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 133.2 Year Laid IYear Renewed Misc Flow Control Not Controlled Media Label G312-001 Purpose Pre-Acceptance Run Number 007 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Easement/Right of Way Additional Info Location Details Custom MaintWeight 0 StructWeight 0 Run Number 007 Custom4 0 Custom5 0 Custom6 0 Custom7 Custom8 Custom9 Video Location Created with the PDSM report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 9:50:00 AM Street: NIGHTSHADE RD Length Surveyed: 33.2 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: NIGHTSHADE RD Pipe Segment Reference: CT 06-27 Upstream MH: IST7+23.26 Downstream MH: EX.ST6+92.64 Direction of Survey: Downstream Material: Polyvinyl Chloride I IIier'-i TT1 I-Observation I Iiit tkI - - . - - 2 CII OL 011110 1.3-WP't ISI (+23.211 EiJ:EX.115-f92 114 oToowns.t ..11t? IS. 111: Manhole II Severity: None Ma POIyv,rlyi CS JOlt. ..II.04-.S3 . COOl 111100 - -. Ia- 1 1723726' End:EG'S16f112.64 -utr t'eamt Level P (+1 fr27 I Water Severity: None .; I 1• Percent: 5 I If _ Water Level 7/23/2012 OG5' CGPLS1100(. Start: lSl7+23726,' EndLX.STGl92.61 D:F..Dow:IStrearn' IJI(i}lIiill6DE 116 Woi-Cl 08-27. II Severity: None Percent: 5 'atl1t5-17+23.2b End:EX 01 Downstream N:IGHIS11110E P.O Po -CI 06-27 I 723'.fll2 119.116 C]t. MOnhole 11. Polyvinyl CS Created with the .WEM report generator Project: BOUE )REAU PIPELINE Date: 7/23/2012 9:50:00 AM Street: NIGHTSHADE RD Length Surveyed: 33.2 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: NIGHTSHADE RD Pipe Segment Reference: CT 06-27 Upstream MH: IST7+23.26 Downstream MH: EX.ST6+92.64 Direction of Survey: Downstream Material: Polyvinyl Chloride ID Number: IST7+23.26 (0.0) AMH - Manhole Remark: IST7+23.26 (0.0) MWL - Water Level (32.5) MWL - Water Level (33.2) AMH - Manhole Remark: EX.5T6+92.64 Total Distance: 33.2 ID Number: EX.ST6+92.64 Created with the report generator )PEmpire Pipe Cleaning and Equipment, Tnc. Contact Craig Van Thyne714-639- 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference Street 1HOLLYLEAF CT 06-27 Date 7/23/2012 10:09 CRT City CARLSBAD Manhole Upstream MH 11ST12+00.00 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) DownstreamMH 10ST11+08.18 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey IDownstrearn Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 103.2 Year Laid IYear Renewed Misc Flow Control Eot Controlled Media Label G312-001 Purpose Pre-Acceptance Run Number 008 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 008 Custom4 0 Custom5 0 Custom6 7 Custom7 JCustom8 Custom9 Video Location Created with the DS1VI report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 10:09:00 AM Street: HOLLYLEAF CRT Length Surveyed: 103.2 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: IISTI2+00.00 Downstream MH: IOSTII+08.18 Direction of Survey: Downstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture Manhole 0.0 Severity: None 33 Remarks: 11 STI 2+00.00 -uw1I :tIlI LIfl1 - Water Level 0.0 Severity: None 53 Percent: 0 Te o at - -... - - r - Tap Factory '• ..,..- : 56 S,°"Noe 01:33 Size: 4 I : Tap Factory Cal 0 . 7.6 Position: 3 03:27 Severity: None Size:4 Tap Factory 100 0420 44, Distance Fault Observation Time Picture Tap Factory Position: 9 12.1 04:44 Severity: None Size: 4 Tap Factory Position: 9 14.6 05:24 Severity: None Size: 4 Tap Factory 06-27 Position: 3 16.7 05:59 Severity: None Size: 4 Tap Factory Position: 9 18.9 06:20 Severity: None Size: 4 Water Level 103.2 Severity: None 10:26 Percent: 5 Manhole 103.2 Severity: None 10:41 Remarks: IOSTI 1+08.18 811 1A IO 1 d.4 LLYLERFCR PrcTO627 1 II J tory Ta r H buiHL ream I-LYIEHFICR1 / ).roCT U627 1 Fact0, y ar CRT yy fly I C h IST121, 0.10 1- Factory my -1/2111 ar.t:11ST 12IOOeOjtrd.lOSTllrQ QI 1~7T/t 23/2Dl2, 10r22 CHRLHBAD Start 115T12;OO.O End: lOST1tOOIG Mai, Fm I e Polyvinyl C'h IO32f1. Created with the report generator Project: BOUDREAU PIPELINE I Severity I Date: 7/23/2012 10:09:00 AM Pipe Segment Reference: CT 06-27 Street: HOLLYLEAF CRT Upstream MH: 1ISTI2+00.00 ImiI Length Surveyed: 103.2 . Downstream MH: 10ST11+08.18 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 8 Material: Polyvinyl Chloride Street: HOLLYLEAF CRT ID Number: 11ST12+00.00 (0.0)AMH - Manhole Remark: 11ST12+00.00 (0.0) MWL - Water Level (5.6) TF - Tap Factory - Position: 9 (7.6) TF - Tap Factory - Position: 3. (10.0) TF - Tap Factory - Position: 3 (12.1) TF - Tap Factory - Position: 9 (14.6) TF - Tap Factory - Position: 9 (16.7) TF - Tap Factory - Position: 3 (18.9) TF - Tap Factory - Position: 9 (103.2) MWL - Water Level (103.2) AMH - Manhole Remark: 10ST11+08.18 Total Distance: 103.2 ID Number: IOSTII+08.18 Created with the report generator (r / Empire Pipe Cleaning an p Equipment, Inc. EK~-- -. ;.. Contact Thyne Craig Van 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 10:23 Street HOLLYLEAF CRT City CARLSBAD Manhole UpstreamMH 10ST11+08.18 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream ME 9ST10+53.58 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Iffirection of Survey IDownstream Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 159.3 Year Laid IYear Renewed Misc Flow Control Not Controlled Media Label G312-001 Purpose Pre-Acceptance Run Number 009 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation. Details Custom MaintWeight 0 StructWeight 0 Run Number 009 Custom4 0 Custom5 0 Custom6 4 Custom7 1Custom8 Custom9 JVideo Location I Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 10:23:00 AM Street: HOLLYLEAF CRT Length Surveyed: 59.3 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: 10ST11+08.18 Downstream MH: 9STI0+53.58 Direction of Survey: Downstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture Manhole 0.0 Severity: None 30 Remarks: IOSTII+08.18 Water Level C ______ - 0.0 Severity: None 48 Percent: 5 con RRVNVIF' Tap Factory Position: 3 72 0121 Severity: None Size:4 . TlJ#1fld' gj Tap Factory 0,9 2, Position: 9 9.3 01:53 Severity: N one Size: 4 Tap Factory 1, r. D#i+.ii. ULU#IU. o I - - 109 0216 Severity: None Size:4 I II1TiiM]-Fault Observation Picture P IRI J OS I -f'08. I WIll d Tap Factory F) I')Dotuiit,am 2 1 7.1 Position: 9 Severity: None Size: 4 11 ar'y __ /2372012 10 O %29 ,00P. Start:IOSTIII U,) CndFlST1Or.J 5 I) ,0wns - - ______ : 0 - Manhole E;~!Lt:o,,iICT,06-27 OuDownsLrejm - HOLNLEUCR1''' Severity: None Remarks: 9ST10+53.58 '0' Ma ole Created with the 'SM report generator Project: BOUL )REAU PIPELINE Date: 7/23/2012 10:23:00 AM Street: HOLLYLEAF CRT Length Surveyed: 59.3 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: IOSTII+08.18 Downstream MH: 9STI0+53.58 Direction of Survey: Downstream Material: Polyvinyl Chloride ID Number: 10ST11+08.18 (0.0)AMH - Manhole Remark: 10ST11+08.18 (0.0) MWL - Water Level (7.2) TF - Tap Factory - Position: 3 (9.3) TF - Tap Factory - Position: 9 (10.9) TF - Tap Factory - Position: 9 (13.1) TF - Tap Factory - Position: 9 (59.3) MWL - Water Level (59.3) AMH -Manhole Remark: 9ST10+53.58 Total Distance: 59.3 ID Number: 9ST10+53.58 Created with the report generator Empire Pipe Cleaning Equipment, and 8352 Inc. Address I, Contact Craig Van Thyne 714-639- Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELiNE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 10:30 Street HOLLYLEAF CRT City CARLSBAD Manhole Upstream ME 9ST10+53.58 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MIII 65T12+56.49 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Sanitary Direction of Survey Downstream Pipe Height (Diameter) 8 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length ITotal Length Length Surveyed 156.8 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-001 Purpose IPre-Acceptance Run Number 010 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry lLocation Code Light Highway Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 010 Custom4 0 Custom5 0 Custom6 0 Custom7 JCustom8 Custom9 JVideo Location Created with the PEiM report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 10:30:00 AM Street: HOLLYLEAF CRT Length Surveyed: 56.8 Pacp Quick Overall Rating: 0000 Height (Diameter): 8 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: 9ST10+53.58 Downstream MH: 6ST12+56.49 Direction of Survey: Downstream Material: Polyvinyl Chloride I i]i it.1 FaultIObservation 7/23/2OI2 1O.32 Cj1RlRC1) - Start9SIIU4S3.S8!. EI1dSSTt.24R41J OrDowiist'eam ' '2 - HoiLvtEnIVcRr I . ". j I1I ii 1/23/2012 ' i -32 CflR Star SB End Bolt 2; ow Water Level i e None Percent: 5 7/1r' t1.S'J• IS-ar JEll 8' Erld.bt,2rfSS49 Jrr 1 r'm : Percent:1 b81t Star't1'JSllSBS8 Endr6ST12 D r' DownStreamHOI I/L'EflF CR1 'lO:3S CRRI Po1j62? 3 POlyvrllyl CE ER Created with the PDE: report generator Project: BOUDREAU PIPELINE I Severity Date: 7/23/2012 10:30:00 AM Pipe Segment Reference: CT 06-27 Street: HOLLYLEAF CRT Upstream MH: 9ST10+53.58 I AV _____ Length Surveyed: 56.8 Downstream MH: 6ST12+56.49 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 8 Material: Polyvinyl Chloride Street: HOLLYLEAF CRT ID Number: 9ST10+53.58 (0.0) AMH - Manhole Remark: 9STI0+53.58 (0.0) MWL - Water Level (56.8) MWL - Water Level (56.8) AMH -Manhole Remark: 6ST12+56.49 Total Distance: 56.8 ID Number: 6ST12+56.49 Created with the report generator / E Empire Pipe Cleaning and p Equipment, Inc. Contact Craia39 Thyne 714 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner I CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment ReferenceISWEETCLOVER CT 06-27 Date 7/23/2012 10:53 Street LN City CARLSBAD Manhole Upstream MB 8ST12+58.70 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MEl 7ST10+00.00 Rim to Invert (D) Grade to Invert (D) Use Rim to Grade (D) Sewer Unitary Direction of Survey IDownstrearn Pipe Height (Diameter) 6 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 262.7 Year Laid JYear Renewed Misc Flow Control Tot Controlled Media Label G312-001 Purpose Pre-Acceptance Run Number 011 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details Custom Maint Weight 0 Struct Weight 0 Run Number 011 Custom4 0 CustomS 0 Custom6 7 Custom7 Custom8 Custom9 Video Location Created with the PDE1V1 report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 10:53:00 AM Street: SWEETCLOVER LN Length Surveyed: 262.7 Pacp Quick Overall Rating: 0000 Height (Diameter): 6 Street: SWEETCLOVER LN Pipe Segment Reference: CT 06-27 Upstream MH: 8ST12+58.70 Downstream MH: 7STI0+00.00 Direction of Survey: Downstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture - V5 87992M too I • * I '}I Manhole 0 ' 0.0 Severity: None 33 * Remarks: 85T12+58.70 • - Water Level 0.0 Severity: None 01:48 Percent: 5 00 Tap Factory Position: 3 5.6 02:15 Severity: None . * Size:4 S v - ! • Tap Factory - - jI•• 84 04 24 Severity: Size: 4 Tap Factory I. 131.4 Positio Severity: 09:00 1 :3 Size:4 - - Distance Fault Observation Time Picture 'V MKINT I • Tap Factory MEVC 134.0 S'oe 09:29 Size: 4 vcc Tap Factory 'H 138.6 Position: 9 Severity: None 10•00 Size:4 P Factory •, I • -. • - -- - 1 Tap Factory A_I 170.5 Position: 3 11:37 Severity. None Size:4 _.* U V ' ' - - I, Tap Factory ' • • Oiii Position: 9 199.2 13:03 Severity: None Size:4 ___________ _________________________________________ ___________ S •• - •;• "liWater mp Level 262.7 Severity: None 16:19 Percent: 5 naiIl,kIuIuW.I. Is Manhole 262.7 Severity: None 16:30 Remarks: 7STI0+00.00 . I • • Created with the WEM report generator Project: BOUDREAU PIPELINE Severity I Date: 7/23/2012 10:53:00 AM Pipe Segment Reference: CT 06-27 Street: SWEETCLOVER LN Upstream MH: 8ST12+58.70 Length Surveyed: 262.7 Downstream MH: 7ST10+00.00 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 6 Material: Polyvinyl Chloride Street: SWEETCLOVER LN ID Number: 8ST12+58.70 (0.0) AMH - Manhole Remark: 8ST12+58.70 (0.0) MWL - Water Level (5.6) TF - Tap Factory - Position: 3 (8.4) TF - Tap Factory - Position: 3 (131.4) TF - Tap Factory - Position: 3 (134.0) TF - Tap Factory - Position: 3 (138.6) TF - Tap Factory - Position: 9 (170.5) TF - Tap Factory - Position: 3 (199.2) TF - Tap Factory - Position: 9 (262.7) MWL - Water Level (262.7) AMH - Manhole Remark: 7ST10+00.00 Total Distance: 262.7 ID Number: 7STI0+00.00 Created with the report generator BOUDREAU PIPELINE-CITY OF CARLSBAD Date Asset ID Start ID End ID Distance Asset Location Run Number Row Direction Asset Size 7/23/2012 CT 06-27 ST 10+09.68 A4CO- 10 3 SWEETCLOVER 001 Upstream 18 11:49:00 AM ST10+00.00 LN 7/23/2012 CT 06-27 ST 10+1 0.83 A4C0- 9 8 SWEETCLOVER 002 Upstream 18 11:59:00 AM ST10+00.00 . LN 7/23/2012 CT 06-27 ST 13+96.50 ST 11+22.55 125 SWEETCLOVER 003 Downstream 18 12:05:00 PM LN 7/23/2012 CT 06-27 C/O ST 13+96.50 331.7 SWEETCLOVER 004 Upstream 10 12:22:00 PM ST10+71.86 LN 7/23/2012 CT 06-27 CB ST 23+15.93 263.2 BLACK RAIL RD 005 Downstream 18 1:34:00 PM ST25+70.51 7/23/2012 CT 06-27 ST 23+15.93 ST 22+75.00 40.6 BLACK RAIL RD 006 Downstream 18 1:47:00 PM 7/23/2012 CT 06-27 CBST A4COSTI0+00.00 23 BLACK RAIL RD 007 Upstream 18 2:00:00 PM 23+15.93 7/23/2012 CT 06-27 CO ST12+49.99 40.5 HOLLYLEAF CRT 008 Upstream 10 2:19:00 PM STI0+50.58 7/23/2012 CT 06-27 CO CO ST10+50.58 42.8 HOLLYLEAF CRT 009 Upstream 10 2:26:00 PM ST10+92.61 7/23/2012 CT 06-27 CO CO ST10+92.61 125.5 HOLLYLEAF CRT 010 Upstream 10 2:33:00 PM ST12+14.54 7/23/2012 CT 06-27 ST 12+49.99 ST 10+05.46 248.5 WHITE SAGE WY 011 Downstream 12 2:45:00 PM 7/23/2012 CT 06-27 ST 10+05.46 ST 9+76.22 35.3 WHITE SAGE WY 012 Downstream 18 2:58:00 PM 7/23/2012 CT 06-27 ST 9+76.22 ST10+00.00 147.5 WHITE SAGE WY 013 Downstream 24 3:15:00 PM Total Total Total Asset Total Run Total Flow Total Asset Total Date Asset ID Total Start ID Total End ID Distance Location Number Direction Size 1 1 13 1 12 1 1443.7 4 91 2 4 G312-002, STORM DRAIN, JOB NO. 11255 Empire Pipe Cleaning and Equipment, Inc. . ç Contact Craig Van Thyne714-639- 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area LAT B-2 P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 11:49 Street SWEETCLOVER LN City CARLSBAD Manhole Upstream Iv11I ST 10+09.68 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH A4CO-ST10+00.00 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Vormwater ' Direction of Survey Upstream Pipe Height (Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 10.3 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose. Pre-Acceptance Run Number 001 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details Custom MaintWeight 0 StructWeight 0. Run Number 001 Custom4 0 Custom5 - 0 Custom6 0 Custom7 Custom8 Custom9 Video Location Created with the 1UPOSM report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 11:49:00 AM Street: SWEETCLOVER LN Length Surveyed: 10.3 Pacp Quick Overall Rating: 0000 Height (Diameter): 18 Street: SWEETCLOVER LN Pipe Segment Reference: CT 06-27 Upstream MH: ST 10+09.68 Downstream MH: A4CO-ST10+00.00 Direction of Survey: Upstream Material: Reinforced Concrete Pipe Distance Fault Observation Time Picture ,. .. 1r Manhole 00 Severity: None 50 Remarks A4O..ST1 0+00 00 Water Level 0.0 Severity: None 01:41 Percent: 10 Ole gr 'i ©tc : Water Level 10.3 Severity: None Percent: 10 03:23 ' g~X NNW CO-T© Catch Basin - 10.3 Severity: None Remarks: ST 68 03:42 Created with the report generator Project: BOUDREAU PIPELINE Severity I Date: 7/23/2012 11:49:00 AM Pipe Segment Reference: CT 06-27 Street: SWEETCLOVER LN Upstream MH: ST 10+09.68 Length Surveyed: 10.3 Downstream MH:A4CO-STIO+00.00 Pacp Quick Overall Rating: 0000 Direction of Survey: Upstream I I Height (Diameter): 18 Material: Reinforced Concrete Pipe Mai Street: SWEETCLOVER LN ID Number: A4CO-ST10+00.00 (0.0) AMH - Manhole Remark: A-4C0- STI 0+00.00 (0.0) MWL - Water Level (10.3) MWL - Water Level (10.3) ACB - Catch Basin Remark: ST 10+09.68 Total Distance: 10.3 ID Number: ST 10+09.68 Created with the 'PDEM report generator Empire Pipe Cleaning and Equipment, Inc. c Address k. Rim Contact Craig Van Thyne 714-639- 8352 Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELII4E Drainage Area LAT B-i P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 11:59 Street SWEETCLOVER LN City CARLSBAD Manhole Upstream ME ST 10+10.83 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH A4CO-ST10+00.00 Rim to Invert (D) Grade to Invert (U) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 9.8 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 002 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom Maint Weight 0 StructWeight 0 Run Number 002 Custom4 0 CustomS 0 Custom6 0 Custom7 ilCustom8 Custom9 Video Location Created with the 'TPDS1M report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 11:59:00 AM Street: SWEETCLOVER LN Length Surveyed: 9.8 Pacp Quick Overall Rating: 0000 Height (Diameter): 18 Street: SWEETCLOVER LN Pipe Segment Reference: CT 06-27 Upstream MH: ST 10+10.83 Downstream MH: A4CO-ST10+00.00 Direction of Survey: Upstream Material: Reinforced Concrete Pipe Distance Fault Observation Time Picture 7/23/2012 12:0 1 enRI-SBAD Manhole SWEETCLOVER i-CT 06- /11 0.0 Severity: None 46 Remarks: A4CO-STI0+00.00 Water Level 0 i r' :Upstream i SWEETCLOVER LN Proj-CT 06-27. 0.0 Severity: None 59 Percent: 5 DAM I .lrW I •Iiiit MUM Water Level -, 9.8 Severity: None 02:51 Percent: 0 .-- I - - Catch Basin . 9.8 Severity: None 03:02 Remarks: ST 10+10.83 Created with the Pc E Ni report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 11:59:00 AM Street: SWEETCLOVER LN Length Surveyed: 9.8 Pacp Quick Overall Rating: 0000 Height (Diameter): 18 Street: SWEETCLOVER LN Iixn i [Light •1 L_ era tej ae Severe Pipe Segment Reference: CT 06-27 Upstream MH: ST 10+10.83 Downstream MH: A4CO-STI0+00.00 Direction of Survey: Upstream Material: Reinforced Concrete Pipe ID Number: A4CO-ST10+00.00 (0.0) AMH - Manhole Remark: A4CO- STI0+00.00 (0.0) MWL - Water Level (9.8) MWL - Water Level (9.8) ACB - Catch Basin Remark: ST 10+10.83 Total Distance: 9.8 ID Number: ST 10+10.83 Created with the report generator Empire Pipe Cleaning and , \ pNEquipment, Inc. N..,, Contact Craig Van Thyn 39 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area LINE B P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 12:05 Street SWEETCLOVER LN City . CARLSBAD Manhole Upstream MB ST 13+96.50 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MR ST 11+22.55 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Storrnwater IDirection of Survey JDownstrearn Pipe Height (Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 125 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose IPre-Acceptance Run Number 003 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 003 Custom4 0 Custom5 0 Custom6 1 Custom7 Custom8 Custom9 JVideo Location Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 12:05:00 PM Street: SWEETCLOVER LN Length Surveyed: 125 Pacp Quick Overall Rating: 2Al2 Height (Diameter): 18 Street: SWEETCLOVER LN Pipe Segment Reference: CT 06-27 Upstream MH: ST 13+96.50 Downstream MH: ST 11+22.55 Direction of Survey: Downstream Material: Reinforced Concrete Pipe Distance Fault Observation Time Picture ---..-. Manhole 0.0 Severity: None Remarks: ST 13+96.50 35 ILTi149 IIrn;' I I r 0.0 Water Level Severity: None 45 P rt4 it 0 - Percent: 10 Al. Alignment ig - gt.c' oiV . Severity: None 8.7 Cont Defect: SOI Percent: 15 01:55 .\) Maint Weight: 2 .... t#©2 L11L Alignment Right ,WARmom. Severity: None -T 70.1 Cont Defect: FOI 03:43 . t Percent: 15 Maint Weight: 2 j Iva 1112-20099 a&h SS 40M MptrFgv 990M.0 Tap Factory Active Position: 9 92.8 04:45 Severity None Distance Fault Observation Time Picture ugnmenRight Alignment *L 9TA8@7 Mum Severity: None 101.0 Cont Defect: S02 5:10 Percent: 10 Maint Weight: I Alignment Right Severity: None 108.7 Cont Defect: F02 05:28 Percent: 10 Maint Weight: I Water Level . 125.0 Severity: None 06:18 Percent 10 COCFCC iilIIz ISMA CARLOAD dtT End of Pipe 125.0 Severity: None 0643 -_- Remarks: ST 11+22.55, . .. HEADWALL - —t Created with the report generator BOUDREAU Project: Date: 7/23/2012 12:05:00 PM Street: SWEETCLOVER LN Length Surveyed: 125 Pacp Quick Overall Rating: 2Al2 Height (Diameter): 18 Street: SWEETCLOVER LN PIPELINE Pipe Segment Reference: CT 06-27 Upstream MH: ST 13+96.50 Downstream MH: ST 11+22.55 Direction of Survey: Downstream Material: Reinforced Concrete Pipe tii'ii I EZ odea Severe ID Number: ST 13+96.50 (0.0) AMH - Manhole Remark: ST 13+96.50 (0.0) MWL - Water Level (8.7) LR - Alignment Right - Cont Def: SOI (70.1) LR - Alignment Right - Cont Def: FOI (92.8) TFA - Tap Factory Active - Position: 9 (101.0) LR - Alignment Right - Cont Def: S02 (108.7) LR - Alignment Right - Cont Def: F02 (125.0) MWL - Water Level (125.0) AEP - End of Pipe Remark: ST 11+22.55, HEADWALL Total Distance: 125 ID Number: ST 11+22.55 Created with the report generator Empire Pipe Cleaning and \\ i Pro Equipment, Inc. It . Eff, . Contact Craig Van Thyne714-639- 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 • Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 12:22 Street SWEETCLOVER LN City CARLSBAD Manhole Upstream MH C/O STlO+7 1.86 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream IvIH ST 13+96.50 Rim to Invert (D) Grade to Invert (U) Rim to Grade (D) Sewer Use Stormwater Direction of Survey Upstream Pipe Height (Diameter) 10 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 331.7 Year Laid JYear Renewed Misc Flow Control INot Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 004 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom Maint Weight 0 Struct Weight 0 Run Number 004 Custom4 0 CustomS 0 Custom6 6 Custom7 1Custom8 Custom9 JVideo Location Created with the 'IraE1II report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 12:22:00 PM Street: SWEETCLOVER LN Length Surveyed: 331.7 Pacp Quick Overall Rating: 2111 Height (Diameter): 10 Street: SWEETCLOVER LN Pipe Segment Reference: CT 06-27 Upstream MH: CIO STI0+71.86 Downstream MH: ST 13+96.50 Direction of Survey: Upstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture gi t tlope V1 ttLG #f, Manhole 0.0 Severity: None 40 Remarks: ST 13+96.50 V Water Level V V 0.0 Severity: None Percent: 5 01:55 ---- ___ - - - V --- - ©.E. gc - - Alignment ug Severity: None 79 8 0459 Percent: 15 - - Maint Weight: 2 - New. V Tap Factory Position: 3 109.6 Severity None 06:01 Size: 6 Alignment ig -• ---- 121.4 Severity: None Percent: 10 06:30 V - -- Maint Weight: I J 0 0 •VVV V -_ - - Distance Fault Observation Time Picture D Opt 196.5 Tap Factory Position: 3 i( j 08:48Severity: None Size: 6 — Ow. Os&O Tap Factory - Position: 3 205.1 09:15 Severity: None Size: 6 ________ ______________________________ ________ ;?•? - - -\ Tap Factory Position: 3 2942 12 09 Severity None Size: 4 - g,i14\. M Tap Factory -- :!oI-7 297.4 S 5 ,0nNoe 12:30 Size: 6 4' - &tT Tap Factory 329.9 Position: 9 14:09 Severity: None Size:6 - aU 094 Water Level 331.7 Severity: None 15:00 Percent: 0 - - Distance Fault Observation Time Picture / Qfl --- 0 1 m1® T11.f1 \ tiWc Cleanout Mainline ! 331.7 Severity: None 15:15 1 Remarks: CIO STI0+71.86 -- Created with the report generator Project: BOUDREAU PIPELINE I Severity I Date: 7/23/2012 12:22:00 PM Pipe Segment Reference: CT 06-27 IIIIIINMIIIIII Street: SWEETCLOVER LN Upstream MH: C/O ST10+71.86 Length Surveyed: 331.7 Downstream MH: ST 13+96.50 Pacp Quick Overall Rating: 2111 Direction of Survey: Upstream Height (Diameter): 10 . Material: Polyvinyl Chloride I Street: SWEETCLOVER LN ID Number: ST 13+96.50 (0.0) AMH - Manhole Remark: ST 13+96.50 (0.0) MWL - Water Level (79.8) LR - Alignment Right (109.6) TF - Tap Factory - Position: 3 (121.4) LR - Alignment Right (196.5) TF - Tap Factory - Position: 3 (205.1) TF - Tap Factory - Position: 3 (294.2) TF'- Tap Factory - Position: 3 (297.4) TF - Tap Factory - Position: 9 (329.9) TF - Tap Factory - Position: 9 (.331.7) MWL - Water Level (331.7) ACOM - Cleanout Mainline Remark: C/O ST10+71.86 ID Number: C/O ST10+71.86 Total Distance: 331.7 Created with the report generator Empire Pipe Cleaning and \\Equipment, Inc. Contact Craig Van Thyne 14-639- 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPEL1NE Drainage Area P0 Number 20080 Pipe Segment Referenc]BLACK CT 06-27 Date 7/23/2012 13:34 Street RAIL RD City CARLSBAD Manhole Upstream MR CB 5T25+70.5 1 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream ME ST 23+15.93 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use IStormwater IDirection of Survey Downstream Pipe Height (Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 263.2 Year Laid I Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 005 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details Custom MaintWeight 0 StructWeight 0 Run Number 005 Custom4 0 CustomS 0 Custom6 0 Custom7 Custom8 Custom9 Video Location Created with the CSM report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 1:34:00 PM Street: BLACK RAIL RD Length Surveyed: 263.2 Pacp Quick Overall Rating: 2500 Height (Diameter): 18 Street: BLACK RAIL RD Pipe Segment Reference: CT 06-27 Upstream MH: CB ST25+70.51 Downstream MH: ST 23+15.93 Direction of Survey: Downstream Material: Reinforced Concrete Pipe Distance Fault Observation Time Picture Catch Basin 0.0 Severity: None 39 Remarks: CB ST25+70.51 l:H,L l Water Level 1I 0.0 Severity: None 52 Percent:0 ------- -,.•.• - -i'. r-- - 4 Alignment Right 5.0 Cont Defect: SOI Severity: None 02:50 C' ( Percent: 20 • Maint Weight: 2 - flöi ®L&& @ fl8 Alignment Right 1L UL Severity: None C'4 29.7 Cont Defect: FOI 03:40 '- Percent: 20 . __________ Maint Weight: 2 ______________________________________ __________ I . •' - 8 : Water Level 263.2 Severity: None 44 10:12 Percent: 0 jI '8' Distance Fault Observation Time Picture Manhole -- 263.2 Severity: None 10:28 '7 ; Remarks ST 23+1593 Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 1:34:00 PM Pipe Segment Reference: CT 06-27 Street: BLACK RAIL RD Upstream MH: CB ST25+70.51 Length Surveyed: 263.2 Downstream MH: ST 23+15.93 Pacp Quick Overall Rating: 2500 Direction of Survey: Downstream Height (Diameter): 18 Material: Reinforced Concrete Pipe Street: BLACK RAIL RD ID Number: CB ST25+70.51 (0.0) ACB - Catch Basin Remark: CB ST25+70.51 (0.0) MWL - Water Level (5.0) LR - Alignment Right - Cont Def: S01 (29.7) LR - Alignment Right - Cont Def: F01 (263.2) MWL - Water Level (263.2) AMH - Manhole Remark: ST 23+15.93 Total Distance: 263.2 ID Number: ST 23+15.93 Created with the VPOSM report generator Empire Pipe Cleaning and 8352 Equipment, Inc. • - Contact Van Thynl39 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 13:47 Street BLACK RAIL RD City CARLSBAD Manhole Upstream NIH ST 23+15.93 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH ST 22+75.00 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use iStormwater Iffirection of Survey IDownstrearn Pipe Height (Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 40.6 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 006 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom Maint Weight 0 StructWeight 0 Run Number 006 Custom4 0 CustomS 1 Custom6 0 Custom7 Custom8 Custom9 Video Location Created with the PD5TM report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 1:47:00 PM Street: BLACK RAIL RD Length Surveyed: 40.6 Pacp Quick Overall Rating: 2100 Height (Diameter): 18 Street: BLACK RAIL RD Pipe Segment Reference: CT 06-27 Upstream MH: ST 23+15.93 Downstream MH: ST 22+75.00 Direction of Survey: Downstream Material: Reinforced Concrete Pipe Distance Fault Observation Time Picture Manhole RAO 00 Severity: None Remarks 93 35 Water Level 00 51 Percent: 5 Water Level • Severity: None ffi4jti 25.2 Percent: 20 02:07 Remarks: FLOW BLOCKED BY MUD Deposits Ingressed Fine za r Position: 5 To 7 31 0 Severity: 02 42 S-?' Pe Remarks: DIRT Maint Weight: 2 uI&- CD Picture Number: 2 31.0 Deposits Ingressed Fine 0 Position: 5 To 7 Distance Fault Observation Time Picture • ---'Y--;---- Mffifts •i tV i' •, • Water Level 35.9 Severity: None 03:08 Percent: 10 :Ir ,L Water Level 40.6 Severity: None 03:43 Percent: 10 jI!i:I!1I • 1:UiIi Manhole 1OL 40.6 Severity: None 03:56 • Remarks: ST 22+75.00 • .@.••, ___________ • • • Created with the :SM report generator Project: BOUC )REAU PIPELINE Date: 7123/2012 1:47:00 PM Street: BLACK RAIL RD Length Surveyed: 40.6 Pacp Quick Overall Rating: 2100 Height (Diameter): 18 Street: BLACK RAIL RD Pipe Segment Reference: CT 06-27 Upstream MH: ST 23+15.93 Downstream MH: ST 22+75.00 Direction of Survey: Downstream Material: Reinforced Concrete Pipe ID Number: ST 23+15.93 (0.0) AMH - Manhole Remark: ST 23+15.93 (0.0) MWL - Water Level (25.2) MWL - Water Level Remark: FLOW BLOCKED BY MUD (31.0) DNF - Deposits Ingressed Fine - Position: 5 To 7 Remark: DIRT Photo Num: 2 (31.0) DNF - Deposits lngressed Fine - Position: 5 To 7 Remark: DIRT (35.9) MWL - Water Level (40.6) MWL - Water Level 40.6) AMH - Manhole Remark: ST 22+75.00 Total Distance: 40.6 ID Number: ST 22+75.00 Created with the OVPOSPA report generator Empire Pipe Cleaning and \ Equipment, Inc. !J Contact Craig Van Thyne714-639- 8352 Address Orange CA Operator Gilbert Contreras - Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area I AT A-i P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 14:00 Street BLACK RAIL RD City CARLSBAD Manhole Upstream MR CBST 23+15.93 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MR A4COST10+00.00 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use IStormwater IDirection of Survey JUpstream Pipe Height (Diameter) 18 Width Shape Circular Material Concreteal Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 23 Year Laid I Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose IPre-Acceptance Run Number 007 Pre-Cleaning INo Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info I ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 007 Custom4 0 CustomS 0 Custom6 0 ('ustom7 Custom8 Custom9 JVideo Location Created with the Pt EM report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:00:00 PM Street: BLACK RAIL RD Length Surveyed: 23 Pacp Quick Overall Rating: 0000 Height (Diameter): 18 Street: BLACK RAIL RD Pipe Segment Reference: CT 06-27 Upstream MH: CBST 23+15.93 Downstream MH: A4COSTI0+00.00 Direction of Survey: Upstream Material: Reinforced Concrete Pipe Distance FaUlt Observation Time licture Manhole I I • I - '• 0.0 Severity: None 55 Remarks A4COSTI0+00 00 SM Water Level eo 0.0 Severity: None 01:09 Percent: 5 Water Level ? : 23 0 everity: None 01:53 Percent 5 - •T -i - • • ME -c• rT Catch Basin 23.0 Severity: None 02:23 S Remarks: CBST 23+15.93 : Created with the M report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:00:00 PM Street: BLACK RAIL RD Length Surveyed: 23 Pacp Quick Overall Rating: 0000 Height (Diameter): 18 Street: BLACK RAIL RD Pipe Segment Reference: CT 06-27 Upstream MH: CBST 23+15.93 Downstream MH: A4COST10+00.00 Direction of Survey: Upstream Material: Reinforced Concrete Pipe ID Number: A4COST10+00.00 (0.0) AMH - Manhole Remark: A4COST10+00.00 (0.0) MWL - Water Level (23.0) MWL - Water Level (23.0) ACB - Catch Basin Remark: CBST 23+15.93 Total Distance: 23 ID Number: CBST 23+15.93 Created with the report generator )j)Empire Pipe Cleaning an Equipment, Inc. (rN- i mpg f' Contact Craig Van Thyne714-639- 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPEL1NE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 14:19 Street 1HOLLYLEAF CRT City CARLSBAD Manhole Upstream MH CO ST10+50.58 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MB ST12+49.99 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use IStormwater IDirection of Survey JUpstream Pipe Height (Diameter) 10 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 40.5 Year Laid JYear Renewed Misc Flow Control 'Tot Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 008 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry iLocation Code Light Highway Additional Info Location Details Custom MaintWeight 0 StructWeight 0 Run Number 008 Custom4 0 CustomS 0 Custom6 0 Custom7 Custom8 Custom9 JVideo Location Created with the 'PE EM report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:19:00 PM Street: HOLLYLEAF CRT Length Surveyed: 40.5 Pacp Quick Overall Rating: 4100 Height (Diameter): 10 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: CO STI0+50.58 Downstream MH: STI2+49.99 Direction of Survey: Upstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture Manhole 0.0 Severity: None 33 :. . Remarks: STI2+49.99 Water Level HOLLYLEAF CPH Proi-CT 06-27 - 0.0 Severity: None 01:02 Percent 0 JA \ rity: Non TC U©(o O - Alignment Left 1' 38.4 S e€e 03:35 cent: 25 Maint Weight: 4 'I. • Picture Number: 2 38.4 Alignment Left 0 1* I. tsT.a c® LU ? Water Level Iy UL-v • 40.5 Severity: None 04:26 . Percent: 5 I FF ®U2• o Distance Fault Observation Time Picture Ar I ffjj1I Cleanout Mainline ' 40.5 Severity: None 04:39 Remarks: CO STI0+50.58 I Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:19:00 PM Street: HOLLYLEAF CRT Length Surveyed: 40.5 Pacp Quick Overall Rating: 4100 Height (Diameter): 10 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: CO ST10+50.58 Downstream MH: STI2+49.99 Direction of Survey: Upstream Material: Polyvinyl Chloride ID Number: ST12+49.99 (0.0) AMH - Manhole Remark: ST12+49.99 (0.0) MWL - Water Level (38.4) LL - Alignment Left Photo Num:2 (38.4) LL - Alignment Left (40.5) MWL - Water Level (40.5) ACOM - Cleanout Mainline Remark: CO ST10+50.58 Total Distance: 40.5 ID Number: CO ST10+50.58 Created with the report generator - Empire Pipe Cleaning and 8352 Equipment, Inc. 'E'Operator Contact Craig Van Thyne 714-639- Address Orange CA Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference 1HOLLYLEAF CT 06-27 Date 7/23/2012 14:26 Street CRT City CARLSBAD Manhole Upstream MH CO ST 10+92.61 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MH CO ST10+50.58 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater IDirection of Survey JUpstream Pipe Height (Diameter) 10 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 142.8 Year Laid 0 Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 009 Pre-Cleaning Eo Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom MaintWeight 0 SfructWeight 0 Run Number 009 Custom4 0 Custom 5 0 Custom6 1 Custom7 Custorn8 Custom9 Video Location I Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:26:00 PM Street: HOLLYLEAF CRT Length Surveyed: 42.8 Pacp Quick Overall Rating: 4200 Height (Diameter): 10 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: CO ST10+92.61 Downstream MH: CO ST10+50.58 Direction of Survey: Upstream Material: Polyvinyl Chloride Distance Fault Time Picture Dlrzups P, e, M Cleanout Mainline 0.0 Severity: None 37 Remarks: CO STI0+50.58 Alignment r Severity: None 0.0 50 Percent: 25 Maint Weight: 4 NOLA Water Level PM 0.0 Severity: None 59 Percent: 5 ., Tap Factory Position: 3 32.2 02:15 Severity: None Size: 6 -i--! - 1103 T, CM AEOM Alignment Left 04,w=ATf Severity: None 41.0 02 39 _____ Maint Weight Distance Fault Observation Time Picture to, upffl- 410 Picture Number: 2 Alignment Left SI@ - Water Level 42.8 Severity: None 03:05 Percent: 0 - Lt - / fl©UIIU ZbU @ - - P- • - -• aGJfl ® Cleanout Mainline 42.8 Severity: None 03:18 Remarks CO STI0+92 61 Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:26:00 PM Pipe Segment Reference: CT 06-27 Street: HOLLYLEAF CRT Upstream NIH: CO STI0+92.61 Length Surveyed: 42.8 Downstream NIH: CO ST10+50.58 Pacp Quick Overall Rating: 4200 Direction of Survey: Upstream Height (Diameter): 10 Material: Polyvinyl Chloride Street: HOLLYLEAF CRT ID Number: CO STI0+50.58 (0.0) ACOM - Cleanout Mainline Remark: CO ST1 0+50.58 (0.0) LL - Alignment Left (0.0) MWL - Water Level (32.2) IF - Tap Facto - Position: 3 (41.0) LL Alignment Left Photo Num: 2 (41.0) LL - Alignment Left (42.8) MWL - Water Level (42.8) ACOM - Cleanout Mainline Remark: CO STI0+92.61 Total Distance: 42.8 ID Number: CO STI0+92.61 Created with the PDE M report generator Empire Pipe Cleaning an Equipment, Inc. Contact Craig Van Thyne 39 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 14:33 Street HOLLYLEAF CRT City CARLSBAD Manhole Upstream ME! CO ST12+14.54 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MIH CO ST10+92.61 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Istormwater IDirection of Survey Upstream Pipe Height (Diameter) 10 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length __ Length Surveyed 125.5 Year Laid Year Renewed Msc Flow Control Iot Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 010 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom MaintWeight 0 Struct Weight 0 Run Number 010 Custom4 0 CustomS 0 Custom6 3 Custom7 Custom8 Custom9 Video Location Created with the PSiVI report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:33:00 PM Street: HOLLYLEAF CRT Length Surveyed: 125.5 Pacp Quick Overall Rating: 2100 Height (Diameter): 10 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: CO STI2+14.54 Downstream MH: CO ST10+92.61 Direction of Survey: Upstream Material: Polyvinyl Chloride Distance Fault Observation Time Picture - t I Cleanout Mainline 0.0 Severity: None 36 Remarks: CST10+92.6l C4 0 J U99MMS 9,8 "MUM f IY Water Level - 0.0 Severity: None 48 Percent: 0 a COD. ' omwMD Ma rJj,. Tap Factory l 7 Position: 335.7 02:11 Severity: None Size:6 c Tap Factory 121.5 Position: 9 04:48 Severity:; one Size: gap V Obstacle Pipe Material Position: 6 14 122.7 Severity: None 05:11 Percent: 10 Maint Weight: 2 1? Distance Fault Observation Time Picture i - • ' Tap Factory 123 8 Position: 3 0526 N- . Severity: None ) . Size.6 •- I 17 T7 Water Level I 1ib. - 1255 Seventy None 05:37 Percent: 0 (;II Po!yvinyl h 125.5 Cleanout Mainline Severity: None 05:50 j- ) -- Remarks: CO STI2+14.54 - Created with the 'i'l EM report generator Project: BOUI )REAU PIPELINE Date: 7/23/2012 2:33:00 PM Street: HOLLYLEAF CRT Length Surveyed: 125.5 Pacp Quick Overall Rating: 2100 Height (Diameter): 10 Street: HOLLYLEAF CRT Pipe Segment Reference: CT 06-27 Upstream MH: CO ST12+14.54 Downstream NIH: CO STI0+92.61 Direction of Survey: Upstream Material: Polyvinyl Chloride ID Number: CO STI0+92.61 (0.0) ACOM - Cleanout Mainline Remark: CO ST1 0+92.61 (0.0) MWL - Water Level (35.7) IF - Tap Factory - Position: 3 (121.5) TF - lap factory - Position: 9 (122.7) OBM - Obstacle Pipe Material - Position: 6 (123.8) TF - Tap Factory - Position: 3 (125.5) MWL - Water Level (125.5) ACOM - Cleanout Mainline Remark: CO ST12+14.54 Total Distance: 125.5 ID Number: CO ST12+14.54 Created with the ISM report generator V1 K 1 Empire Pipe Cleaning and Equipment, Inc. r4 C cf Contact Thyne Craig Van 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 14:45 Street WHITE SAGE WY City CARLSBAD Manhole Upstream MH ST 12+49.99 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream ME ST 10+05.46 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use IStormwater IDirection of Survey Downstream Pipe Height (Diameter) 12 Width Shape Circular Material Polyvinyl Chloride Lining Method Pipe Joint Length Total Length Length Surveyed 248.5 Year Laid IYear Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 011 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info ILocation Details Custom Maint Weight 0 Struct Weight 0 Run Number 011 Custom4 0 CustomS 0 Custom6 3 Custom7 Custom8 Custom9 Video Location Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:45:00 PM Pipe Segment Reference: CT 06-27 Street: WHITE SAGE WY Upstream MH: ST 12+49.99 Length Surveyed: 248.5 Downstream MH: ST 10+05.46 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 12 Material: Polyvinyl Chloride Street: WHITE SAGE WY Distance Fault Observation Time Picture I . - gif 1.j!p V 14 . Manhole 0.0 Severity: None 33 V Remarks: ST 12+49.99 - V Water Level 0.0 Severity: None 01:03 Percent: 0 14 S413.-. - V Tap Factory . Position: 9 31 Seventy None 03 04 Size 6 ?c&D Tap Factory Active V 156.6 Position: 3 06:38 Severity: None Size: 6 - -. - - - - N. WOH Tap Factory - - 204.2 Position: 9 08:13 Severity: None I'] r M- Fault Observation -- 7/23/2012 ' l4:S6 )CALSFnD StartST12I45.99 Cnd: T 1OO.46 DrDouiiuC,eain WHITE110GE WY 1111 0' J 06-27 Water Level Severity: None Percent: 0 42-- i/23;261 BAD Start 81 12 3.S3'E t Dir Downstem' Manhole Pro j~C'T Severity: None Remarks: ST 10+05.46 j Created with the PDEM. report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:45:00 PM Street: WHITE SAGE WY Length Surveyed: 248.5 Pacp Quick Overall Rating: 0000 Height (Diameter): 12 Street: WHITE SAGE WY Pipe Segment Reference: CT 06-27 Upstream NIH: ST 12+49.99 Downstream NIH: ST 10+05.46 Direction of Survey: Downstream Material: Polyvinyl Chloride ID Number: ST 12+49.99 (0.0) AMH - Manhole Remark: ST 12+49.99 (0.0) MWL - Water Level (31.9) TF - Tap Factory - Position: 9 (156.6) TFA - Tap Factory Active - Position: 3 (204.2) TF - Tap Factory - Position: 9 (248.3) MWL - Water Level (248.5) AMH - Manhole Remark: ST 10+05.46 Total Distance: 248.5 ID Number: ST 10+05.46 Created with the report generator Empire Pipe Cleaning and \ Equ 8352 ipment, Inc. r J \ ' Contact Craig Van Thyne714-639- Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPELINE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 Date 7/23/2012 14:58 Street WHITE SAGE WY City CARLSBAD Manhole Upstream MIHE sr 10+05.46 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream ME ST 9+76.22 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use Stormwater Direction of Survey IDownstrearn Pipe Height (Diameter) 18 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 35.3 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 012 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry Location Code Light Highway Additional Info Location Details Custom MaintWeight 10 StructWeight 0 Run Number 012 Custom4 0 Custom5 0 Custom6 I Custom7 Custom8 ('ustom9 JVideo Location Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 2:58:00 PM Street: WHITE SAGE WY Length Surveyed: 35.3 Pacp Quick Overall Rating: 0000 Height (Diameter): 18 Street: WHITE SAGE WY Pipe Segment Reference: CT 06-27 Upstream MH: ST 10+05.46 Downstream MH: ST 9+76.22 Direction of Survey: Downstream Material: Reinforced Concrete Pipe Fault Observation - Picture 7 3 E Manhole Severity: None I Remarks: ST 10+05.46 - !.Ioced - C a. Oft. Water Level '23/2Ol2 1 459 ---CERLSBAO ¶ tat- 1Q+O5.46End.S .9+76.22.,. ,DownSt.'eam WHI FE FF606 WY.. I Severity: None I Percent: 0 ___ 7/2/20I I Star't 1 1 F Position: actory Active 1 _ 1 743 / 20 1 21 r _ 3/23/20!2 I ERLS 0 - Start.ST +76.22 Di.: oOWrl - - WHITE SR I I • I 1 .,.. -- Created with the report eierator Date: 7/23/2012 2:58:00 PM Pipe Segment Reference: CT 06-27 Street: WHITE SAGE WY Upstream MH: ST 10+05.46 Length Surveyed: 35.3 Downstream NIH: ST 9+76.22 Pacp Quick Overall Rating: 0000 Direction of Survey: Downstream Height (Diameter): 18 Material: Reinforced Concrete Pipe Street: WHITE SAGE WY ID Number: ST 10+05.46 (0.0) AMH - Manhole Remark: ST 10+05.46 (0.0) MWL - Water Level (24.1) TFA - Tap Factory Active - Position: 3 (34.8) MWL - Water Level (35.3) AMH - Manhole Remark: ST 9+76.22 Total Distance: 35.3 ID Number: ST 9+76.22 Created with the report generator F14 I Empire Pipe Cleaning ER, 4 11 and \ pNEquipment, Inc N J. ç . Contact Thyne Craig Van 8352 Address Orange CA Operator Gilbert Contreras Project Information 1 Surveyor Name Gilbert Contreras Certificate Number U-103-578 Owner CARLSBAD Customer BOUDREAU PIPEL1NE Drainage Area P0 Number 20080 Pipe Segment Reference CT 06-27 JDate 7/23/2012 15:15 Street WHITE SAGE WY JCity CARLSBAD Manhole Upstream MR ST 9+76.22 Rim to Invert (U) Grade to Invert (U) Rim to Grade (U) Downstream MR ST10+00.00 Rim to Invert (D) Grade to Invert (D) Rim to Grade (D) Sewer Use IStormwater Iffirection. of Survey Downstream Pipe Height (Diameter) 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 147.5 Year Laid Year Renewed Misc Flow Control Not Controlled Media Label G312-002 Purpose Pre-Acceptance Run Number 013 Pre-Cleaning No Pre-Cleaning Date Cleaned Weather Dry iLocation Code Easement/Right of Way Additional Info ILocation Details Custom MaintWeight 0 StructWeight 0 Run Number 013 Custom4 0 Custom5 I Custom6 0 Custom7 1Custom8 Custom9 JVideo Location Created with the report generator Project: BOUDREAU PI PELINE Date: 7/23/2012 3:15:00 PM Street: WHITE SAGE WY Length Surveyed: 147.5 Pacp Quick Overall Rating: 3112 Height (Diameter): 24 Street: WHITE SAGE WY Pipe Segment Reference: CT 06-27 Upstream NIH: ST 9+76.22 Downstream NIH: STI0+00.00 Direction of Survey: Downstream Material: Reinforced Concrete Pipe Distance Fault Observation Time Picture Manhole 0.0 Severity: None 39 .; . Remarks: ST 9+76.22 IA- Water Level 0.0 Severity: None 01:18 - Percent: 0 : Lv- Ob. 4f;i1i tT VI!OI £ Right Alignment rlg lit -tLV W. -93 . Severity: None 42.1 Percent: 10 04•36 - . Maint Weight: I ISM DepossIngressed Fine Position: 5 To 7 634 Severity None 05:29 Percent 15 Maint Weight 3 - - Picture Number: 2 63.4 Deposits Ingressed Fine 0 Position: 5To7 : I_8.__.____ Distance Fault Observation Time Picture Alignment Right I 136.7 Severity: e N,t;le 07:56 Maint Weight: I Water Level I a act R74-1 147.5 Severity: None 08:24 Percent: 0 1'MOM 29 90dMAMC&M End of ipe Severity: None 147 5 08•46 Remarks: STI0+00.00, S DETENTION BASIN ____ • Created with the report generator Project: BOUDREAU PIPELINE Date: 7/23/2012 3:15:00 PM Street: WHITE SAGE WY Length Surveyed: 147.5 Pacp Quick Overall Rating: 3112 Height (Diameter): 24 Street: WHITE SAGE WY Pipe Segment Reference: CT 06-27 Upstream NIH: ST 9+76.22 Downstream MH: STI0+00.00 Direction of Survey: Downstream Material: Reinforced Concrete Pipe ID Number: ST 9+76.22 (0.0) AMH - Manhole Remark: ST 9+76.22 (0.0) MWL - Water Level (42.1) LR - Alignment Right (63.4) DNF - Deposits Ingressed Fine - Position: 5 To 7 Photo Num: 2 (63.4) DNF - Deposits Ingressed Fine - Position: 5 To 7 (136.7) LR - Alignment Right (147.5) MWL - Water Level (147.5) AEP - End of Pipe Remark: ST10+00.00, DETENTION BASIN Total Distance: 147.5 ID Number: ST10+00.00 Created with the 1UPOSM report generator