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City: Santa Ana <br />Houston B Harris Sample Work II Page;.3 <br />Housf &Herts POs, Inc, <br />21661 a on Rd, <br />t _ <br />GredT .C'A 9261.1 <br />axaa <br />v?.=, <br />— <br />09 422-8900 <br />F01: 900422-00411 <br />Email: Infofalausionnndlranls,com <br />Inspection Report <br />Data: <br />(Water ID: <br />Weather: <br />Operator: <br />Section No: Task Name: <br />0126/2016 <br />6648 <br />Dry <br />Skylar <br />t Task082018 <br />Street Nemo: <br />Pipe Materiel: <br />Pipe Shape: <br />Pipe Size: <br />Upstream MH: Downtream MW: <br />Park <br />onerete Pipe (nomrelnf <br />Circular <br />6inch <br />Cleanout NOB -026 <br />1:450 Position <br />Code <br />Observation <br />Rate <br />j{{55 <br />4.'. 219.01 <br />FC <br />Fracture. Circumferential, from 12 to 12 o'clock, <br />82 <br />within 8 inches of joint: YES <br />25.92 <br />TFC <br />Tap Factory Made Capped, at 10 o'clock, -, <br />within 8 inches of joint: YES, 4", 4" <br />28.59 <br />TFC <br />Tap Factory Made Capped, at 02 o'clock, -, <br />within 8 inches of joint: YES, 4" <br />268.47 <br />TFC <br />Tap Factory Made Capped, at 10 o'clock, -, <br />within S Inches ofjoint; YES, 4" 4" <br />271,04 <br />TFC <br />Tap Factory Made Capped, at 02 o'clock, -, <br />within 6 Inches of joint YES, 4" <br />288.43 <br />FM <br />Fracture Multlple, from 09 to 04 o'clock, within 8 <br />84 <br />I= <br />inches of joint: YES <br />j <br />326.88 <br />DSGV <br />Deposits Settled Gravel, 90 %of cross sectional <br />Nil 5 <br />area, from 02 to 10 o'clock, , within fl inches of <br />[eatto <br />joint: YES <br />326.04 <br />ACOM <br />Cleanout Mainline/Cleanout <br />OSR <br />SPR <br />IaPR <br />OPa <br />SPR( <br />Nona <br />OPRI <br />.��-5141-�� <br />_Q_M1tR <br />510U <br />� <br />14 <br />6 <br />19 <br />3.5 <br />5 <br />a.fl <br />Houston B Harris Sample Work II Page;.3 <br />