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Hou f n 8 "i <br />rY PCS, Inc, <br />�$ 2183, sedan R0. <br />9a Gtad7w.'e CA 92313 <br />Tet 9Je i22 9990 <br />->mx = Fx-B99 V2299i1 <br />Ww C--, mrnFlnn mrnnnnAFnm'e nnm <br />Dots <br />Water Level, Sag in pipe, 75 %of cross Sectional <br />PID. No. <br />Wo <br />area, Start <br />Surveyors Nama <br />"WeID: <br />Broken, from 08 to 04 o'clock, within 8 inches of <br />Secfcn No, <br />t21Bl20'18 <br />joint: YES <br />Dry <br />Water Level, Seg In pipe, 75 %of cross sectional <br />Jerry <br />7709 <br />area, Finish <br />3 <br />Cedlflcale No. <br />Crack Multiple, kaon 01 to 05 o'clock, within 8 <br />Survey Customer <br />System Owner <br />Dale Cleaned <br />Pre -Cleaning <br />LL <br />Task Name: <br />U-213-06619 <br />AMH <br />11H.Uston & Harris PCS, to <br />Santa Ana <br />121812016 <br />Jetting <br />Task 062016 <br />Sheet <br />Bristol Center Easement <br />Use of Sewer <br />Sanitary <br />Upstream MH <br />308-010 <br />City <br />Seats Ana <br />Drainage Area <br />Dowstream im <br />500-011 <br />Loc. details <br />Flow Control <br />Not Controlled <br />Dir. of Survey <br />Downstream <br />Location Coda <br />Length surveyed <br />107.37 It <br />Section Length <br />107.37 It <br />Purpose of Survey <br />Routine Assessment <br />Joint Length <br />Year Lald <br />Dia.ateight <br />Slnch <br />Year Rehatelitakod <br />Material <br />Vitrified Clay Pipe <br />Tape I Media No. <br />Lining Method <br />Add, Information; <br />1:270 <br />Position Code <br />Observation <br />Grade <br />AMH Upstream Manhole, Survey Begins /S08 -01O <br />MWL Water Level, 5 %of crass sectional area <br />CM Crack MuRlpie, Prom 07 to i1 o'clock, within 8 <br />mchas of joint: YES <br />TF Tap Factory Made, at 02 o'clock, -, within 8 <br />inches of joint: YES, 4" <br />S9 <br />81 MWLS <br />Water Level, Sag in pipe, 75 %of cross Sectional <br />84 <br />area, Start <br />B <br />Broken, from 08 to 04 o'clock, within 8 inches of <br />S5 <br />joint: YES <br />F1 MWLS <br />Water Level, Seg In pipe, 75 %of cross sectional <br />84 <br />area, Finish <br />CM <br />Crack Multiple, kaon 01 to 05 o'clock, within 8 <br />53 <br />Inches of joint YES <br />LL <br />Alignment Left, 15 % <br />M 2 <br />AMH <br />Downstream Manhole, Survey Ends / GOS-01'I <br />MPR OPI7 <br />2 � 33 <br />Horns Sample Work 11 Page: 12 <br />