|
Cit : Santa Ana
<br />Houst n S H oris POs; Inc.
<br />21831 B dmi Rd
<br />5} ©.an I T a CA 92313
<br />ia1.909 422.6990
<br />q� Fax 909 4220891
<br />Frt,efc,n! hc.tor.rdhnrrla.aom
<br />Inspection Report
<br />Data
<br />RIO. No,
<br />Weather
<br />Surveyor's Name
<br />IWatar ID:
<br />Section No.
<br />iZlD2016
<br />Dry
<br />Jerry
<br />7038
<br />2
<br />Certificate Ro.
<br />Survey customer
<br />System Owner
<br />Date Cleaned
<br />Pre -Cleaning
<br />Task Name:
<br />U-21 3-1 6 61 9
<br />Houston & Harris PCS, In
<br />City of Santa Ana
<br />12f712016
<br />Jetting
<br />Task 062016
<br />Street Segorstrom Ave
<br />Uso of Sewer Sanitary
<br />Upstream MH �w Pont
<br />City Santa Ana
<br />Drainage Area.
<br />Deanneam MH P08-018
<br />Lac. details
<br />Flow Control Not Controlled
<br />Dir, of Survey Downstream
<br />Location Code
<br />Length surveyed 260.83. it
<br />Section Length 260.63 it
<br />Purpose of Survey Routine Assossmeot
<br />Joint Length
<br />Year Laid
<br />Oia./Height 8 inch
<br />Year Rehabilitated
<br />Material Vitrified Clay Pipe
<br />Tape I Media No,
<br />Lining Method
<br />Add. Information:
<br />1:630
<br />Position Code Observation Grade
<br />gl�
<br />h % 0.00 AMH Upstream Manhole, Survey Begins f P08-020
<br />0.00 MWL Water Level, 5 %of cross sectional area 0 FT
<br />-_
<br />1.45 CM Crack Multiple, from 08 to Qi o clock, within 8 83
<br />inches of jaunt YES
<br />' 8.91 CM Crack Multiple, from 12 to 03 o'clock, within 8 S3
<br />-inches of joint: YES
<br />�R 1269 DAE Deposits Attached Encrustation, 5 %of cross M 2
<br />` sectional area, from 11 to 04 o'clock, , within 8 1 A FT
<br />inches ofjolnt YES
<br />(�
<br />.57.12 S1 DAE Deposits. Attached Encrustation, 5 %of cross M 2
<br />sectional area, from 08 to 04 o'clock, ,within 0
<br />i inches of foinh YES, Start l At Joints
<br />6p 51 IR Infiltration Runner, at 12 o'clock, within 8 inches M 4
<br />ofjonV, YES
<br />Ai
<br />,. 6245 F1 DAE Deposits Attached Encrustation, 5 %of cross M 2
<br />�.- sectional area, from 08 to 04 o'clock., , within 8
<br />Inches ofjoint: YES, Finish 8.91 FT
<br />(' 62.45 S2 MWL.S Water Level, Sag In pipe, 55 %of cross sectional 34
<br />I area, Start
<br />96.53 F2 hJWLS Water Level, Sag In pipe, 55 °Icor cross sectional S4
<br />area, Finish
<br />k-�
<br />125,48 S3 DAE Deposits Attached Encrustation, 5 °loaf cross M 2 ep
<br />sectional area, from 09 to 03 o'clock, , within 8
<br />inches of joint: YES, Start I At Joints
<br />132.35 P3 AAE Deposits Attached Encrustation, 5 %of crass M 2
<br />-,_ X249 FT
<br />area, from 00 to 03 o'clock, , within 8
<br />Inches of joint: YES, Rush
<br />228.20 MWL Water Level, 25 %of cross sectional area
<br />260.63 AMH Downstream Manhole, Survey Ends / P08-020
<br />q8-01,
<br />57.12 FT
<br />4SR
<br />owuPR
<br />MFlft
<br />ePR
<br />aPRI
<br />Mir,
<br />OPRI
<br />M1]32
<br />4123
<br />5}
<br />10
<br />44
<br />3.7a
<br />2.5
<br />d.36
<br />Houston & Harris Sample Work N Page'7
<br />M42
<br />
|