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City: SANTA ANA <br />. --- <br />�__�IVS I ON <br />vcsm <br />.e.✓ <br />�''"-��'� <br />Houston & Harris PCs, Inc. <br />1655 Riverview Dr <br />San Bernardino, CA 92408 <br />Tel: 909-422-8990 <br />Fax:909-422-0841 <br />E-mail: info@houstonandharris.com <br />Inspection Report <br />Date <br />P/O. No. <br />Weather <br />Surveyor's Name <br />iWater ID <br />Section No. <br />9/16/2022 <br />Dry <br />NOEL O. <br />1524 <br />239 <br />Certificate No. <br />Survey Customer <br />System Owner <br />Date Cleaned <br />Pre -Cleaning <br />Sewer Category <br />U-0721-70402267 <br />Jetting <br />Street <br />GRAND AVE <br />Use of Sewer Sanitary <br />Upstream MH L11-013 <br />City <br />SANTA ANA <br />Drainage Area <br />Dowstream MH L11-014 <br />Loc. details <br />Flow Control <br />Dir. of Survey Downstream <br />Location Code <br />Length surveyed 470.10 ft <br />Section Length 470.10 ft <br />Purpose of Survey <br />Maintenance <br />Related <br />Joint Length <br />Year Laid <br />Dia./Height <br />18 inch <br />Year Rehabilitated <br />Material <br />VCP <br />Tape / Media No. <br />Lining Method <br />Add. Information <br />1:1140 <br />Position <br />Code <br />Observation <br />Grade <br />ISANTA ANA GRAND AVE 1524 <br />Vjt�ifi�d Clay Pip, Ci­l <br />11-01 <br />0.00 <br />MWL <br />Water Level, 20 %of cross sectional area <br />0 FT <br />0.00 <br />AMH <br />Upstream Manhole, Survey Begins / L11-013 <br />IN RAND AVE 1524 <br />169.41 <br />TBA <br />Tap Break -In Active, at 10 o'clock, -, within 8 <br />OSINTR <br />Upstream M, <br />inches of joint: YES, 4" <br />0 FT <br />185.56 <br />TB <br />Tap Break -In, at 02 o'clock, -, within 8 inches of <br />joint: YES, 6" <br />226.39 <br />MGP <br />General Photograph <br />267.90 <br />TB <br />Tap Break -In, at 02 o'clock, -, within 8 inches of <br />joint: YES, 4" <br />226.39 FT <br />273.61 <br />TBD <br />Tap Break -In Defective, at 10 o'clock, -, , within <br />M 3 <br />8 inches of joint: YES, 4", 4" / DEPOSIT'S IN L/T <br />SANTA INA GRAND All 11�1 <br />370.44 <br />TBB <br />Tap Break -In Abandoned, at 10 o'clock, -, within <br />Vitrified Clay Pipe 18 <br />8 inches of joint: YES, 4" <br />375.02 <br />TBB <br />Tap Break -In Abandoned, at 03 o'clock, -, within <br />8 inches of joint: YES, 6" <br />460.54 <br />TBC <br />Tap Break -In Capped, at 10 o'clock, -, within 8 <br />4:315:4F AM 9/16/2022 470.10 <br />M 2 <br />inches of joint: YES, 6" <br />470.1 FT <br />e464.88 <br />TB <br />Tap Break -In, at 10 o'clock, -, within 8 inches of <br />joint: YES, 4" <br />AMH <br />Downstream Manhole, Survey Ends / L11-014 <br />11-01 <br />QSR <br />QMR <br />SPR <br />MPR <br />OPR <br />SPRI <br />MPRI <br />OPRI <br />0000 <br />3121 <br />0 <br />5 <br />5 <br />0 <br />2.5 <br />1 2.5 <br />Task 03-0222 // Page: 1 <br />