Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 7, 2016, 07:42 AM
  • C 0193_C 0192_772016_044341.mp4

Date
07/07/2016
W/O
0574857
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00124
PipeID
P09582
Time
12:42 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H0177
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
Routine Assessment
Project
10160707MDM_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
169.9 ft.
Total Length
169.9 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
3221
O&M Rating
8
Overall Index
3
Overall Quick
Overall Rating
8
Pipe schematic from manhole C 0192 to C 0193
MH: C 0192MH: C 0193upstream0 ft. AMH - Upstream Manhole, Survey Ends - 5:30AM-MH APPEARS AS SIPHON0.1 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE0.2 ft. LFZ - Lining Failure Other, from 08 to 04 o'clock, within 8 inches of joint: YES - POSSIBLE SEPERATED JOINT12.6 ft. LFZ - Lining Failure Other, from 08 to 04 o'clock, within 8 inches of joint: YES - POSSIBLE LINER JOINT SEPERATED112.5 ft. MWL - Water Level, 20 %of cross sectional area119.2 ft. DAGS - Deposits Attached Grease, 15 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES, Finish123.7 ft. DAGS - Deposits Attached Grease, 15 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES, Start126.3 ft. MWL - Water Level, 50 %of cross sectional area140.5 ft. MWL - Water Level, 20 %of cross sectional area140.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE161.6 ft. MGO - General Observation - 22.5"RCP -PEP161.9 ft. DAGS - Deposits Attached Grease, 15 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO169.9 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active169.9 ft. AMH - Downstream Manhole, Survey Begins - 12:40AM169.9 ft. MWL - Water Level, 10 %of cross sectional area169.9 ft. MWM - Water Mark, 20 %of cross sectional area169.9 ft. MGO - General Observation - MH#C193 90%FULL PIPE169.9 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active

Observation photos (6)

  • General Observation - 22.5"RCP -PEP

    8.3 ft. - General Observation - 22.5"RCP -PEP

  • Deposits Attached Grease, 15 %of cross sectional area, from 10 to 02 o'clock,  , within 8 inches of joint: YES, Start

    46.2 ft. - Deposits Attached Grease, 15 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES, Start

  • Water Level, 20 %of cross sectional area

    57.4 ft. - Water Level, 20 %of cross sectional area

  • Lining Failure Other, from 08 to 04 o'clock, within 8 inches of joint: YES - POSSIBLE LINER JOINT SEPERATED

    157.3 ft. - Lining Failure Other, from 08 to 04 o'clock, within 8 inches of joint: YES - POSSIBLE LINER JOINT SEPERATED

  • Lining Failure Other, from 08 to 04 o'clock, within 8 inches of joint: YES - POSSIBLE SEPERATED JOINT

    169.7 ft. - Lining Failure Other, from 08 to 04 o'clock, within 8 inches of joint: YES - POSSIBLE SEPERATED JOINT

  • Upstream Manhole, Survey Ends - 5:30AM-MH APPEARS AS SIPHON

    169.9 ft. - Upstream Manhole, Survey Ends - 5:30AM-MH APPEARS AS SIPHON

Observations (18)

DistanceCodeObservation
157.3LFZPOSSIBLE LINER JOINT SEPERATED
50.7DAGS
0MGOConn. @ Mh, 3 O' Clock. Active
8.3MGO22.5"RCP -PEP
29.4MWL
46.2DAGS
169.9AMH5:30AM-MH APPEARS AS SIPHON
0AMH12:40AM
43.6MWL
0MWL
169.7LFZPOSSIBLE SEPERATED JOINT
169.8DSZSLUDGE
0MWM
29.4DSZSLUDGE
0MGOMH#C193 90%FULL PIPE
0MGOConn. @ Mh, 9 O' Clock. Active
8DAGS
57.4MWL

Properties (7)

custom_field_three
SEPERATED JOINTS LINER
custom_field_two
3
customer
LACSD
datetime
2016-07-07T00:42:26-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false
lining
PEP