Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 25, 2017, 04:58 PM
  • C 0323_A 1073_9252017_123514.mp4

Date
09/25/2017
W/O
PENDING
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00958
PipeID
P21183
Time
9:58 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G7522
Sewer Name
A JOA-1A LONG BEACH WRP INFLUENT SWR
City
LONG BEACH
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
11
Purpose
Z
Project
20170925SHO_JOA1A_LONG_BEACH_WRP_INFLUENT_SEWER
Material
Reinforced Concrete Pipe
Shape
Circular
Height
69 in.
Upstream MH
C 0323
Downstream MH
A 1073
Dir. of Survey
Downstream
Length Surveyed
127.2 ft.
Total Length
127.2 ft.
Structural Index
5
Structural Quick
5100
Structural Rating
5
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
4
Overall Quick
Overall Rating
7
Pipe schematic from manhole C 0323 to A 1073
MH: C 0323MH: A 1073downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 124013.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start127.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish127.2 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO127.2 ft. AMH - Downstream Manhole, Survey Ends - 1250

Observation photos (2)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: YES, Start

    13.6 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

    127.2 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

Observations (7)

DistanceCodeObservation
0MWM
127.2DAGS
0MWL
0AMH1240
127.2SRV
13.6DAGS
127.2AMH1250

Properties (4)

custom_field_three
SMALL SECTION OF REBAR AT THE VERY END
custom_field_two
4
customer
LACSD
datetime
2017-09-25T09:58:43-07:00