Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 4, 2019, 07:17 AM

  • C 0193_C 0192_942019_004728.mp4

Date
09/04/2019
W/O
0771977
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00124
PipeID
P09582
Time
12:17 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1265
Sewer Name
C JOINT OUTFALL C - UNIT 3E
City
LONG BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
19
Purpose
Capital Improvement Program Assesment
Project
20190904MDM_JOINT_OUTFALL_C_UNIT_3E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
22.5 in.
Upstream MH
C 0192
Downstream MH
C 0193
Dir. of Survey
Upstream
Length Surveyed
174.7 ft.
Total Length
174.7 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
5142
O&M Rating
29
Overall Index
3
Overall Quick
—
Overall Rating
29
Pipe schematic from manhole C 0192 to C 0193
MH: C 0192MH: C 0193upstream0 ft. AMH - Downstream Manhole, Survey Ends - 1:25AM0.6 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Finish - SLUDGE ,POSSIBLE CONCRETE0.6 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE17.9 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 11 to 04 o'clock, , within 8 inches of joint: YES25 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - POSSIBLE CONCRETE UNDER FLOW32.7 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - SLUDGE HARD POSSIBLE CONCRETE32.7 ft. MWL - Water Level, 20 %of cross sectional area119.9 ft. MGO - General Observation - PEP LINER GOOD COND119.9 ft. MWM - Water Mark, 60 %of cross sectional area119.9 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Finish - SLUDGE119.9 ft. MWL - Water Level, 30 %of cross sectional area124 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 11 to 01 o'clock, , within 8 inches of joint: NO, Finish129.5 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 11 to 01 o'clock, , within 8 inches of joint: NO, Start131.6 ft. MWL - Water Level, 60 %of cross sectional area131.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - SLUDGE131.6 ft. MWM - Water Mark, 80 %of cross sectional area139.4 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE150.2 ft. MWM - Water Mark, 60 %of cross sectional area166.7 ft. MGO - General Observation - 22.50" RCP +PEP167.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: NO174.7 ft. AMH - Upstream Manhole, Survey Begins - 12:35AM174.7 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active174.7 ft. MWL - Water Level, 30 %of cross sectional area174.7 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active174.7 ft. MWM - Water Mark, 20 %of cross sectional area

Observation photos (7)

  • General Observation - 22.50" RCP +PEP

    8 ft. - General Observation - 22.50" RCP +PEP

  • Deposits Attached Grease, 10 %of cross sectional area, from 11 to 01 o'clock, , within 8 inches of joint: NO, Start

    45.2 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 11 to 01 o'clock, , within 8 inches of joint: NO, Start

  • General Observation - PEP LINER GOOD COND

    54.8 ft. - General Observation - PEP LINER GOOD COND

  • Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - SLUDGE HARD POSSIBLE CONCRETE

    142 ft. - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - SLUDGE HARD POSSIBLE CONCRETE

  • Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - POSSIBLE CONCRETE UNDER FLOW

    149.7 ft. - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - POSSIBLE CONCRETE UNDER FLOW

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 11 to 04 o'clock, , within 8 inches of joint: YES

    156.8 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 11 to 04 o'clock, , within 8 inches of joint: YES

  • Downstream Manhole, Survey Ends - 1:25AM

    174.7 ft. - Downstream Manhole, Survey Ends - 1:25AM

All inspections of P09582Work order 0771977

Observations (25)

DistanceCodeObservation
50.7DAGS—
0AMH12:35AM
142DSZSLUDGE HARD POSSIBLE CONCRETE
0MGOConn. @ Mh, 3 O' Clock. Active
156.8DAE—
8MGO22.50" RCP +PEP
54.8MGOPEP LINER GOOD COND
142MWL—
0MWL—
174.1DSZSLUDGE ,POSSIBLE CONCRETE
149.7DSZPOSSIBLE CONCRETE UNDER FLOW
43.1MWL—
0MGOConn. @ Mh, 9 O' Clock. Active
0MWM—
45.2DAGS—
35.3DSZSLUDGE
174.7AMH1:25AM
174.1DSZSLUDGE
43.1DSZSLUDGE
54.8MWM—
24.5MWM—
54.8DSZSLUDGE
43.1MWM—
54.8MWL—
7.1DAGS—

Properties (8)

additional_info
REVERSE INSPECTION
custom_field_three
LINER GOOD CONDITION
custom_field_two
4
customer
LACSD
datetime
2019-09-04T00:17:51-07:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false
lining
PEP