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19F - RECEIVE AND FILE SEWER SYSTEM
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11/17/2020
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19F - RECEIVE AND FILE SEWER SYSTEM
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Last modified
11/12/2020 5:44:46 PM
Creation date
11/12/2020 3:16:53 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
19F
Date
11/17/2020
Destruction Year
2025
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e` ••.� Houston and HamsPCS Inc. <br />HAW 2 Barton Road <br />Grandd Terrace, CA 92313 <br />Tel 909422-5990, Fax 909422-0541 <br />Inspection report <br />Date: <br />P.O.# <br />1 <br />Weather: <br />1 <br />Surveyed By: <br />section number: <br />PSR: <br />12/19/2006 <br />1 Dry <br />JAMES <br />24 <br />Total Pipe Length <br />Survey Customer <br />I System Owner'. <br />Clean Date: <br />Pre -Cleaned: <br />Map Grid #: <br />256 <br />I HOUSTON & HARRIS <br />I SANTAANA <br />J Jetting <br />J06 <br />Street'. Mark Street <br />Flow Control'. <br />Start MH: J06-030 <br />City. SA 2006-2009 <br />Year Renewed <br />End MH: J06-028 <br />Location Code: 5249 <br />Tape/Media #. 1430 <br />pipe length: 258.07 ft <br />Reason for inspection: F Routine Asseessment <br />Height: C Circular 8"/8" <br />Use of Sewer: Bella Vista West <br />TC'ategory: <br />rial: VCP Vitrified Clay Pipe Pipe Length: 4ft <br />g Method: <br />Drain. Area: <br />Remark:: <br />1:650 <br />position code observation grade <br />2222 <br />Mark Street <br />3 0.00 AMH Upstream Manhole, Survey Begins <br />t <br />2.58 FC Fracture Circumferential, from 10 to 01 o'clock, within 8 S 2 <br />inch: YES 2.58 FT // 00'.00'.00 <br />8.05 MWL Water Level, 25 % of cross sectional area <br />35.09 TFA Tap Factory Made Active, at 10 o'clock, 4", within 8 ^•�^• <br />inch: YES <br />k <br />8.05 FT // 00'.00'.00 <br />1 108.65 TFA Tap Factory Made Active, at 10 o'clock, 4", within 8"•• -�— <br />inch: YES <br />131,12 MGP General Photo <br />t153.29 <br />TBD Tap Break -In Defective, at 10 o'clock, 4", within 8 inch: M 3 <br />YES, Remark: WRONG WAY 131.12 FT // 00'.00'.00 <br />y <br />.—� 227.45 TFA Tap Factory Made Active, at 10 o'clock, 4", within 8 <br />153.29 FT // 00:00:00 <br />inch: YES <br />06-02 <br />258.07 AMH Downstream Manhole, Survey Ends <br />2318 <br />Mark Street <br />OSR <br />OMR <br />SPR <br />MPR <br />OPR <br />SPRI <br />MPRI <br />OPP <br />2100 <br />31M <br />2 <br />3 <br />5 <br />2 <br />3 <br />2.5 <br />1fP_/IU/L4 <br />
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