Wastewater/Activity/PacpInspection/1.0Sep 16, 2017, 08:45 AM
Section#3_G 0151_G 0150__9162017__G6822.mp4
Date
09/16/2017
W/O
0646302
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P01474
Time
1:45 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6822
Sewer Name
G JOINT OUTFALL G - UNIT 8
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
17
Purpose
Capital Improvement Program Assesment
Project
20170916MDM_JOINT_OUTFALL_G_UNIT_8
Material
RCP-CTL
Shape
Circular
Height
36 in.
Upstream MH
G 0151
Downstream MH
G 0150
Dir. of Survey
Downstream
Length Surveyed
358.5 ft.
Total Length
358.5 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
4
O&M Quick
5221
O&M Rating
12
Overall Index
4
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole G 0151 to G 0150
Observation photos (8)
2 ft. - General Observation - TILES 100% IN PLACE START UNDER MAG COAT
2 ft. - General Observation - MAG COAT WITH GRASE 95% START 10:00 TO 2:00 START
18.8 ft. - Water Mark, 90 %of cross sectional area - POSSIBLE
101.4 ft. - General Observation - 95% MAG COAT ANG GREASE
101.4 ft. - General Observation - MAG COAT AND GREASE MIXTURE
232.3 ft. - General Observation - MOLD GROWTH
295.9 ft. - General Observation - TILES 100% UNDER MAG COAT
334.9 ft. - Deposits Attached Other, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES - HANGING DEBRIE THROUGHOUT REACH