Wastewater/Activity/PacpInspection/1.0Sep 16, 2017, 08:47 AM
Section#4_G 0150_G 0149__9162017__G6822.mp4
Date
09/16/2017
W/O
0646302
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P01473
Time
1:47 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 0150
Downstream MH
G 0149
Dir. of Survey
Downstream
Length Surveyed
346.7 ft.
Total Length
346.7 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
4
O&M Quick
5121
O&M Rating
7
Overall Index
4
Overall Quick
—
Overall Rating
7
Pipe schematic from manhole G 0150 to G 0149
Observation photos (9)
2 ft. - General Observation - MAG COAT WITH GREASE 99% START 10:00 TO 2:00
2 ft. - General Observation - TILES 100% IN PLACE
4 ft. - General Observation - PARTIAL TILE UNDER MAG COAT
9.4 ft. - General Observation - POSSIBLE MISSING TILE UNDER MAG
61.3 ft. - General Observation - MOLD GROWTH
77.5 ft. - General Observation - MISSING TILE AT 2:00
96.8 ft. - Deposits Attached Other, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES - LIGHT HANGING DEBRIE THROUGHOUT REACH
191.1 ft. - General Observation - MAG COAT WITH GRASE 95%
193.7 ft. - General Observation - MAG COAT WITH GREASE MIXTURE