Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 22, 2020, 06:34 AM
  • C 0163_C 0162A_09212020_234533.mp4

Date
09/21/2020
W/O
850193
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00129
PipeID
P09676
Time
11:34 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K8047
Sewer Name
JOINT OUTFALL C - UNIT 5B
City
LONG BEACH
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
12
Purpose
Routine Assessment
Project
WO_850193_TV19024_SEP2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
42 in.
Upstream MH
C 0163
Downstream MH
C 0162A
Dir. of Survey
Downstream
Length Surveyed
279.5 ft.
Total Length
279.5 ft.
Structural Index
3
Structural Quick
3J2J
Structural Rating
275
O&M Index
2
O&M Quick
2N00
O&M Rating
152
Overall Index
2
Overall Quick
Overall Rating
427
Pipe schematic from manhole C 0163 to C 0162A
MH: C 0163MH: C 0162Adownstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 01630 ft. MWL - Water Level, 25 %of cross sectional area2 ft. MGO - General Observation - 70% MAG COAT2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start3.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start175.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start277 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish277 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish279 ft. MGO - General Observation - ROACHES @ MH279.5 ft. MGO - General Observation - CONN @ MH 9 O'CLOCK/ACTIVE279.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish279.5 ft. AMH - Downstream Manhole, Survey Ends - C 0162A279.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish

Observation photos (2)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    3.1 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Deposits Settled Other,  10 %of cross sectional area, at 06 o'clock,  , within 8 inches of joint: YES, Start

    175.4 ft. - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

Observations (15)

DistanceCodeObservation
0MWM
279MGOROACHES @ MH
2MGO70% MAG COAT
277DAGS
0AMHC 0163
279.5MGOCONN @ MH 9 O'CLOCK/ACTIVE
3.1SAP
279.5SAP
279.5AMHC 0162A
0MWL
277SSS
279.5DSZ
2SSS
2DAGS
175.4DSZ

Properties (7)

additional_info
SC411960
custom_field_three
AGGREGATE PROJECTING
custom_field_two
2
customer
1
datetime
2020-09-21T23:34:53-07:00
documentation
PROPIPE
is_lateral_inspection
false