Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 22, 2020, 09:12 AM

  • C 0162_C 0161_09222020_022636.mp4

Date
09/22/2020
W/O
850193
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00129
PipeID
P09674
Time
2:12 AM
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 0161
Downstream MH
C 0162
Dir. of Survey
Upstream
Length Surveyed
423.8 ft.
Total Length
423.8 ft.
Structural Index
3
Structural Quick
3P2P
Structural Rating
417
O&M Index
2
O&M Quick
352O
O&M Rating
175
Overall Index
2
Overall Quick
—
Overall Rating
592
Pipe schematic from manhole C 0161 to C 0162
MH: C 0161MH: C 0162upstream0 ft. AMH - Upstream Manhole, Survey Ends - C 01620 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish2.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish161.8 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES178.8 ft. ID - Infiltration Dripper, at 02 o'clock, within 8 inches of joint: YES194.8 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES273.8 ft. DAE - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES289.8 ft. DAE - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES384.8 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 05 o'clock, , within 8 inches of joint: YES, Finish394.8 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start414.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start417.7 ft. MGO - General Observation - 70% MAG COAT421.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start423.8 ft. MWL - Water Level, 20 %of cross sectional area423.8 ft. MWM - Water Mark, 25 %of cross sectional area423.8 ft. AMH - Downstream Manhole, Survey Begins - C 0161

Observation photos (2)

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

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

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

    29 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

All inspections of P09674Work order 850193

Observations (17)

DistanceCodeObservation
0MWL—
0MWM—
421SSS—
29DAE—
134DAE—
423.8AMHC 0162
229ID—
6.1MGO70% MAG COAT
150DAE—
0AMHC 0161
2SSS—
423.8SAP—
245ID—
9SAP—
423.8DAE—
262ID—
39DAE—

Properties (7)

additional_info
SC411960
custom_field_three
INFILTRATION DRIPPER/AGGREGATE PROJECTING
custom_field_two
2
customer
1
datetime
2020-09-22T02:12:56-07:00
documentation
PROPIPE
is_lateral_inspection
false