The URL can be used to link to this page

Home My WebLink AboutCT 13-03; ROBERTSON RANCH- RANCHO COSTERA; SEWER SURVEY; 2015-12-15c-i- 13 -O3 C4v : Carlsbad H&H PCS, 1n 21831 Barton Rd. Grand Terrace, CA 92313 Eaw -mail: infohoustonandhan1s.com Tel: 909-422-8990 Fair: 909-422-0841 Inspection Report Date I PlO. No. Weather Surveyor's Name Pipe Segment Reference I Section No. 1211512015 I Dry Andrew I i Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning I Sewer Category U-9044558 Jetting Street La Paz Court Use of Sewer Upstream MN 16,9+95.63 City Carlsbad Drainage Area Dowstream MN 15,12+49.75 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 261.08 ft Section Length 261.08 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Height 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape / Media No. Lining Method Add. Information: 1:630 Position Code Observation Grade : 13 000 MWL Water Level 5 %of cross sectional area - 1913FT 0.00 AMH Upstream Manhole, Survey Begins / 16 9.42 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4' ( 93.04 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" t ' 142.97 TF Tap Factory Made, at 02 o'clock, -' within 8 inches of joint: YES, 4" 185.18 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint YES, 4' IF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4"! rock in connection 238.02 TF Tap Factory Made, at 10 o'clock, -' within 8 inches of joint: YES, 4' ________ TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4' 261.08 AMH Downstream Manhole, Survey Ends! 11+99.70 1562+4\495 QSR v1R SPR MPR OPR SPRI MPRI OPRI 0000 000111 0 0 0 0 0 0 City: Cabad H&HPCS lnc 21831 8a,ton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: infohoustonandhan1s.com Inspection photos City: Street: Carlsbad Date: Pipe Segment Reference: Section No: Photo: 14-'-05.75-11+99.70-12152015-191.3008-094318.JPG 191 .3FT, Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" C8v Carlsbad H&H PCS, hic. 21831 Barton R1 Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: infohoustonandharfls.com Inspection Report Date I PlO. No. Weather Surveyor's Name Pipe Segment Reference I Section No. 1211512015 I Dry Andrew 2 Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning r Sewer Category U-904-1558 Jetting Street La Paz Court Use of Sewer Upstream MH 15,12+49.75 City Carlsbad Drainage Area Dowstrearn MH 13,14+93.60 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 246.04 ft Section Length 246.04 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia.IHeight 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape! Media No. Lining Method Add. Information: 1:600 Position Code Observation Grade ------ 1154Th \. 7449 75 1' 0.00 MWL Water Level, 5 %of cross sectional area 'TrI ___ - 132. 25 FT NQPQ AMH Upstream Manhole, Survey Begins/is 8.22 IF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 42.21 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4' 80.91 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 7 93.14 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4" ' 132.25 TF Tap Factory Made, at 02 o'clock, -' within 8 t inches of joint YES, 4" I rock im connection 17897 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 213.46 IF Tap Factory Made, at 02 o'clock - within 8 _______________ • inches I-, f o join. 221.48 IF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint YES, 4" 246.04 AMH Downstream Manhole, Survey Ends 113 13190 OSR apm SPR PFR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 F 0 0 ensuau HAH PCs, Inc 21831 Barton Rd Grand Teiyace, CA 92313 Tel: 909422-8990 Fam- xo~~ ax: 909-422-0841 E-mail: infchoestonandhams.com Inspection photos -T Date: Pipe Segment Reference: I Section No: City: Street: Carlsbad La Paz Court I I 2 5;- I - Photo: 15, 12+49.75-13, 14+93.60-12152015-132.2462-101707.JPG 132.25FT, Tap Factory Made, at 02 o'clock, -, within 8 inches of joint YES, 4" (i5thd H&HPCS, ln 21831 Bwkin Rd. Grand retrace, CA 92313 Tel: 909.422-8990 Fax: 909-422.0841 E-mail: infohoustonandhan1s.com Inspection Report Date PlO. No. Weather Surveyor's Name Pipe Segment Reference I Section No. 1211512015 Dry Andrew I Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning I Sewer Category 1.1-9044558 Jetting Street La Paz Court Use of Sewer Upstream MM 13,14+93.60 City Carlsbad Drainage Area Dowstream MH 12,16+86.89 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 195.01 It Section Length 195.01 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Height 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape / Media No. Lining Method Add. Information: 1:480 Position Code Observation Grade 13(+93_ 0.00 AMH Upstream Manhole, Survey Begins 113 ::~0.00 MWL Water Level, 5 %of cross sectional area 26.07 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint YES, 4" '7 74.50 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4" 104.37 TF Tap Factory Made, at 02 o'clock, -, within 8 t inches of joint YES, 4" "7 126.43 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4" H 195.01 AMH Downstream Manhole, Survey Ends! 12 12i869 - OSR am SPR MPR OPR SPRI UPRI OPRI 0000 0000 0 0 0 0 0 0 Cdv : Cd 11411 PCS Inc. 21831 8aflon Rd. Qft Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: lnfohoustonandhams.com Inspection Report Date I PlO. No. Weather Surveyor's Name Pipe Segment Reference I Section No. 1211512015 I Dry Andrew I 4 Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning I Sewer Category U-904-1558 Jetting Street Wellspring St Use of Sewer Upstream MH 22,23+75.75 City Carlsbad Drainage Area Dowstream MH 17,25+78.06 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 202.03 ft Section Length 202.03 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated Material Polyvinyl Chloride Tape I Media No. Lining Method Add. Information: 1:495 Position Code Observation Grade 17' 0.00 AMH Downstream Manhole, Survey Ends /17 MWL Water Level, 5 %of cross sectional area 17.14 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint YES, 4" 69.68 TF Tap Factory Made, at 02 o'clock, -' within 8 inches of joint: YES, 4" 122.82 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 202.03 AMH Upstream Manhole, Survey Ends / 22 22j755 QSR lR SPR MPR OPR SPRt MPRI OPRI 001110 0000 1 0 0 0 0 0 0 Cv : Carlsbad H&HPGS, b1c. 21831 Barton Rd. Grand Terrace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: infohoustonandhan1s.com Inspection Report Date I PlO. No. Weather Surveyor's Name Pipe Segment Reference I Section No. 1211512015 I Dry Andrew I Certificate No. Survey Customer System Owner Date Cleaned Pro-Cleaning I Sewer Category U-9044558 Jetting Street Nelson Ct Use of Sewer Upstream MH 18,14+39.70 City Carlsbad Drainage Area Dowstream MH 17,17+16.14 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 279.03 ft Section Length 279.03 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia.IHeight 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape! Media No. Lining Method Add. Information: 1:675 Position Code Observation Grade 1814+39 0 0.00 AMH Upstream Manhole, Survey Begins! 18 0.00 MWL Water Level, 5 %of cross sectional area 0.51 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4" 42.31 IF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" ' Z_86.j3 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4" 88.83 TF Tap Factory Made, at 02 o'clock, -' within 8 inches of joint: YES, 4" 137.26 TF Tap Factory Made, at 10 o'clock, -, within 8 ,C inches of joint: YES, 4" i4P27 IF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4" '7 188.79 TF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4" N189.90 IF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" IF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 279.03 AMH Downstream Manhole, Survey Ends! 17 17614 QSR CV1R SPR MPR OPR SPRt MPRI OPRI 0000 0000 0 0 0 0 0 0 Cv Cd H&H PcS, Inc. 21831 Bwlon Rd. an Grand Ten'ace, CA 92313 Tel: 909422-8990 Fax: 909-422-0841 E-mail: intohoustonandhams.com Inspection Report Date I PlO. No. Weather Surveyors Name Pipe Segment Reference I Section No. 1211612015 I Dry Andrew I 6 Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning I Sewer Category U-904-1558 Jetting Street Wellspring St Use of Sewer Upstream MH 17,25+78.06 City Carlsbad Drainage Area Dowstream MH 9,28+19.78 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 244.14 ft Section Length 244.14 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid DiaiHeight 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape I Media No. Lining Method Add. Information: 1:600 Position Code Observation Grade 9€19.8 0.00 AMH Downstream Manhole, Survey Ends /9 0.00 MWL Water Level, 5 %of cross sectional area 105.08 IF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 158.62 IF Tap Factory Made, at 02 o'clock, -, within 8 / inches of joint: YES, 4" 24.4.14 AMH Upstream Manhole, Survey Ends /17 17(~ QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 CIv Carlsbad H&H PCS, lnc 21831 Barton Rd Grand Tenace, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: lnfohoustonand han/scorn Inspection Report Date I PlO. No. Weather Surveyors Name Pipe Segment Reference I Section No. 1211612015 I Dry Andrew I 7 Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning I Sewer Category U.904-1558 Jetting Street Robertson Rd Use of Sewer Upstream MH 9,26+75.56 City Carlsbad Drainage Area Dowstream MH 8,29+37.68 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 267.10 ft Section Length 267.10 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid DiaiHeight 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape / Media No. Lining Method Add. Information: 1:645 Position Code Observation Grade 91 26+75. 0.00 AMH Upstream Manhole, Survey Begins / 9 I 00 MWL Water Level, 5 %of cross sectional area V '7 227.90 IF Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4" 267.10 AMH Downstream Manhole, Survey Ends /8 8e7. QSR (siR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 Cdv: Cad H&H PCS, ki 21831 Barton Rd an Grand retrace. CA 92313 Tel: 909.422-8990 Fax: 909-422-0841 E-mail: infohoustonandhan'1s.com Inspection Report Date I PlO. No. Weather Surveyors Name Pipe Segment Reference I Section No. 1211612015 I Dry Andrew I 8 Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning I Sewer Category U-9044558 Jetting Street Robertson Rd Use of Sewer Upstream MH 8,29+37.68 City Carlsbad Drainage Area Dowstream MH 7,31+67.60 Loc. details Flow Control Dir. of Survey Downstream Location Code Lengthsurveyed 231.10ft Section Length 231.11 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Height 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape / Media No. Lining Method Add. Information: 1:555 Position Code Observation Grade 8, 29+37. 8 0.00 AMH Upstream Manhole, Survey Begins /8 MWL Water Level, 5 %of cross sectional area 231.11 AMH Downstream Manhole, Survey Ends /7 +9 ° QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 Cliv: Carlsbad H&H PCs, Inc. 21831 Barton Rd. Grand Terrace, CA 92313 an Tel: 909-422-8990 Fax: 909-422-0841 E-mail: lnfohoustonondhanis.com Inspection Report Date PlO. No. Weather Surveyor's Name Pipe Segment Reference Section No. 1211612015 Dry Andrew 9 Certificate No. Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category U-904-1558 Jetting Street Robertson Rd Use of Sewer Upstream MH 7,31+67.60 City Carlsbad Drainage Area DowstreamMH 2,35+01.51 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 337.18 ft Section Length 337.18 It Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Height 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape / Media No. Lining Method Add. Information: 1:810 Position Code Observation Grade 7,31+67. \ 1' 0.00 AMH Upstream Manhole, Survey Begins /7 I 0.00 MWL Water Level, 5 %of cross sectional area - I 337.18 AMH Downstream Manhole, Survey Ends /2 21.1 QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 10 0 0 City Cad H&H PCS, Inc. 21831 Barton Rd, Grand Terrace, CA 92313 TeL 909-422-8990 Fax: 909-422-0841 E-mail: infohoustonandhanls.com Inspection Report Date I PlO. No. Weather Surveyor's Name Pipe Segment Reference I Section No. 1211612015 Dry Andrew I 10 Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category U-904-1558 Jetting Street La Paz Ct Use of Sewer Upstream MH 12,16+86.89 City Carlsbad Drainage Area Dowstream MH 14,30+48.89 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 26.27 It Section Length 26.27 It Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Height 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape! Media No. Lining Method Add. Information: 1:75 Position Code Observation Grade jflk 14-1 30+48 9 0.00 MWL Water Level 5 %of cross sectional area 13.03 FT .00 AMH Downstream Manhole, Survey Begins / 14 13.03 JSM Joint Separated Medium S11 26.27 AMH Upstream Manhole, Survey Ends / 12 QSR am SPR MPR OPR SPRI MPRI OPRI 1100 0000 1 0 1 1 0 City: Carlsbad H&H P05, Inc. 21831 Batten Rd. Grand Te,race, CA 92313 Tel: 909-422-8990 Fax: 909-422-0841 E-mail: infohoustonandhants.com Inspection photos No: Carlsbad P L 10 Date: Pipe Segment Reference: Section City: Street: Photo: 12,16+86.89-14, 30+48.89-12162015-13.0341-091120.JPG 13.03FT, Joint Separated Medium Cliv: Cbad H&H PCS, ffic 21831 Barton Rd Grand Terrace, CA 92313 TeL 909-422-8990 Fax: 909-422-0841 E-mail: infohoustonandha,rIs.com Inspection Report Date I PlO. No. Weather Surveyor's Name Pipe Segment Reference I Section No. 1211612015 I Dry Andrew I ii Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category U-904-1558 Jetting Street Wellsprings St Use of Sewer Upstream MR 14,30+48.89 City Carlsbad Drainage Area Dowstream MH 9,28+19.78 Loc. details Flow Control Dir. of Survey Downstream Location Code Length surveyed 230.00 ft - Section Length 230.00 ft Purpose of Survey Pie-Acceptance Joint Length Year Laid oiaiHeight 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape! Media No. Lining Method Add. Information: 1:555 Position Code Observation Grade 1 30+48 9 0.00 AMH Upstream Manhole, Survey Begins / 14 E18.75 MWL Water Level, 5 %of cross sectional area TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 62.66 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 117.01 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 184.58 TF Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" 230.00 AMH Downstream Manhole, Survey Ends /9 9,928 QSR ctm SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 Cv:Caibad H&H PCs, In 21831 Barton Rd an Grand Terrace, CA 92313 TeL 909-422-8990 Fax: 909422-0841 E-mail: (nfohoustonandharr1s.com Inspection Report Date I PlO. No. Weather Surveyor's Name Pipe Segment Reference I Section No. 1211612015 I Dry Andrew J 12 Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category U-9044558 Jetting Street West Ranch St Use of Sewer Upstream MH 2,14+96.31 City Carlsbad Drainage Area Dowstream MW 1,11+63.86 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 335.08 ft Section Length 335.08 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia./Height 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape! Media No. Lining Method Add. Information: 1:810 Position Code Observation Grade 1,11+63. \ / 0.00 AMH Downstream Manhole, Survey Begins I I MWL Water Level, 5 %of cross sectional area 21 4 335.08 AMH Upstream Manhole, Survey Ends / 2 QSR (1R SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0 Clv: CWnd H&H PCS, Inc. 21831 Barb,, Rd Grand Terrace, CA 92313 Tel: 909-422-8990 Fax' 909-422-0841 E-mail: Info houstonandha rrbs.com Inspection Report Date I PlO. No. Weather Surveyors Name Pipe Segment Reference I Section No. 1211612015 I Dry Andrew I 13 Certificate No. I Survey Customer System Owner Date Cleaned Pre-Cleaning I Sewer Category U-904-1558 Jetting Street West Ranch St Use of Sewer Upstream MH 92,9+28.00 City Carlsbad Drainage Area Dowstream MN 1,11+63.86 Loc. details Flow Control Dir. of Survey Upstream Location Code Length surveyed 72.09 ft Section Length 72.09 ft Purpose of Survey Pre-Acceptance Joint Length Year Laid Dia.IMeight 8 Inch Year Rehabilitated Material Polyvinyl Chloride Tape! Media No. Lining Method Add. Information: 1:180 Position Code Observation Grade 1,11k63. \.0.00 AMH Downstream Manhole, Survey Begins /I I 0.00 MWL Water Level, S %of cross sectional area 72.09 AMH Upstream Manhole, Survey Ends! 92 OSR am SPR MM OPR SPRI MPRI OPRI 0000 0000 0 0 0 0 0 0