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6607; CAMEO RD STORM DRAIN REPAIR; GROUTING AND INSPECTION REPORTS; 2012-10-01
~ L., 0 1-/ (... ce &I National .Plant Services ,inc. The Envimnmenlat 1461 Harbor Ave Protection Speaaisls ou Long Beach Ca.90813-2741 Tel: (562) 436-7600. Fax: (562) 4951528 Grouting Report Date: P.O. #: Weather: Surveyed By: section number: PSR: 1010112012 1 Dry T GLOCK 2 Total Pipe Length: Survey Customer System Owner GPM used: max. test PSI: total (gallons): 0 6 30 City: Carlsbad Grout Type: pipe length: 60.3 FT Street: 'El Arbol Dr Grout Mixture: Start MH: CB# 02 - Grout time: Location CodLight Highway Tape/Media #: 100112 End MH: CB# 01 Purpose: D Pre-Rehab. Survey Dia/Height: C Circular Use of Sewer SW Stormwater Material: CMP Uner Pipe Length: Lining Method: CP Cured in Place Drain. Area: Category: Remark:: Pump Grout into Voids 1:150 position # PSI description . counter photo Gallons 1 Downstream Manhole, Survey Begins 0001.-06 0 13.40 2 Hole Grouted 6GLNS 01:1209 7e,f 6 1370 3 Hole, Grouted 5 GINS 00:10:40 3e, f 5 20.40 4 Hole, Grouted 5 GLNS 01:07:38 4e, f 5 2410 5 Hole Grouted 3 GLNS 00:44:23 Se. f 3 31.20 6 Hole, Grouted 5 GLNS 00:52:31 Se 5 39.00 7 Hole, Grouted 6 GINS 000000 6 60.30 8 UpstreamCatch Basin Survey Ends 01:16:43 0 CB#01 Superior Pipe Lining 10012012.mdb II page: 1 National Plant Services ,inc. The Environmental 1461 Harbor Ave Prolec00n SpeOa'OIS Long Beach Ca.90813-2741 Tel: (562) 436-7600. Fax (562) 4951528 Inspection report Date: P.O#: Weather: Surveyed By: section number: PSR: 10/0112012 1 Dry TGLOCK 3 Total Pipe Length: Survey Customer System Owner: Clean Date: Pre-Cleaned: Map Grid #: N No Pre-Cleaning Street: El Arbol Dr Flow Control: N Not Controlled Start MH: CB#002 City: Carlsbad Year Renewed End MH: CB#0O1 Location Code: C Light Highway Tape/Media #: 100112 Total length surveyed: 60.01 It Purpose: C Post Rehab. Survey Die/Height: C Circular 16"116" Use: SW Stormwater Material: CMP Liner Pipe Joint length: Lining: CP Cured in Place Drain. Area: Category: Comment: POST GROUT INSPECTION Location details: 1:150 position code observation MPEG photo grade BMW 0.00 AMH Downstream Manhole, Survey Begins, Remark: POST GROUT 00:00:32 8a 9.50 MGO General Observation, within 8 inch: NO, Remark: GROUTED HOLE, at 03 00:05:10 10a o'clock 9.60 MGO General Observation, within 8 inch: NO, Remark: GROUTED I-(O1.E, at 09 00:02:56 9a, b o'clock MGO General Observation, within 8 inch: NO, Remark GROUTED HOLE, at 02 000603 ha o'clock 2390 MGO General Observation, within 8 inch: NO, Remark GROUTED HOLE, at 09 00:1527 15a T o'clock 31.70 MGO General Observation, within 8 inch: NO, Remark: GROUTED HOLE, at 09 00:08:39 12a Ut o'clock 39.60 MGO General Observation, within 8 inch: NO, Remark: GROUTED HOLE, at 08 00:12:18 14a o'clock e QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 1 0 0 0 Superior Pipe Lining 10012012.mdb II page: 1 National Plant Services ,inc. The En viionme eta; 1481 Harbor Ave Pmecnon Speaststs Long Beach Ca.90813-2741 Tel: (562) 436-7600. Fax (562) 4951528 Inspection report Date: P.O.#: Weather Surveyed By: section number: PSR: 1010112012 1 Dry T GLOCK I Total Pipe Length: Survey Customer System Owner: Clean Date: Pre-Cleaned: Map Grid #: N No Pre-Cleaning Street: El Arbol Dr Flow Control: N Not Controlled Start MH: CB# 2 City: Carlsbad Year Renewed End MH: CB# I Location Code: C Light Highway Tape/Media #: 100112 Total length surveyed: 60.2 ft Purpose: 0 Pre-Rehab. Survey eight: C Circular 16"116' Use: - CMP Liner Pipe Joint Ini length: SW Stormwater :CP Cured in Place Drain. Area: ory: Comment: Location details: Cerezo Dr 1:160 position code observation MPEG photo grade AMH Downstream Catch Basin, Survey Begins 0000:59 940 MGO General Observation, within 8 inch: NO, Remark: HOLE FOR GROUT 00:02:23 2a 17.70 MGO General Observation, within 8 inch: NO, Remark: HOLE FOR GROUT 00:02:54 3a 24.40 MGO General Observation, within 8 inch: NO, Remark: HOLE FOR GROUT 0003:39 4a 32.10 MGO General Observation, within 8 inch: NO, Remark HOLE FOR GROUT 00:04:10 5a (20 AMH Upstream Catch Basin, Survey Ends 00:05:56 6a QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0 0 0 - 0 0 0 Superior Pipe Lining 10012012.mdb II page: 1