Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 27, 2020, 10:28 AM
  • A 0307_A 0306 _02272020_024937.mp4

Date
02/27/2020
W/O
URGENT
Weather
Dry
Operator/Surveyor
S.LOPEZ
Sewer ID
Z00325
PipeID
P08217
Time
2:28 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K7421
Sewer Name
A JOA-1A SAN JOSE CREEK WRP INTERCEPTOR
City
EL MONTE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
29
Purpose
Routine Assessment
Project
URGENT_FEB_2020_A
Sewer Type
Siphon
Material
Reinforced Concrete Pipe
Shape
Circular
Height
63 in.
Width
63 in.
Upstream MH
A 0307
Downstream MH
A 0306
Dir. of Survey
Downstream
Length Surveyed
205 ft.
Total Length
205 ft.
Structural Index
2
Structural Quick
3E2F
Structural Rating
163
O&M Index
2
O&M Quick
412O
O&M Rating
166
Overall Index
2
Overall Quick
Overall Rating
329
Pipe schematic from manhole A 0307 to A 0306
MH: A 0307MH: A 0306downstream0 ft. MWL - Water Level, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - A 03070 ft. MWM - Water Mark, 50 %of cross sectional area2 ft. MGO - General Observation - PEELING AND FLAKING THROUGHOUT2 ft. SZZ - Surface Other Unknown, from 08 to 04 o'clock, within 8 inches of joint: YES , Start - 5% RAGGING @ JOINTS/GASKETS PEELING2 ft. DAR - Deposits Attached Ragging, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start27.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start48.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start160.4 ft. MGP - General Photograph - PROJECTING AGGREGATE169.5 ft. MGP - General Photograph - PROJECTING AGGREGATE204 ft. SZZ - Surface Other Unknown, from 08 to 04 o'clock, within 8 inches of joint: YES , Finish - 5% RAGGING @ JOINTS/GASKETS PEELING204 ft. DAR - Deposits Attached Ragging, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish205 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish205 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish205 ft. MSA - Survey Abandoned - VIEW OF DOWNLEG OF U/S SIPHON.205 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish

Observation photos (6)

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

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

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    27.9 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    48.2 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • General Photograph - PROJECTING AGGREGATE

    160.4 ft. - General Photograph - PROJECTING AGGREGATE

  • General Photograph - PROJECTING AGGREGATE

    169.5 ft. - General Photograph - PROJECTING AGGREGATE

  • Survey Abandoned - VIEW OF DOWNLEG OF U/S SIPHON.

    205 ft. - Survey Abandoned - VIEW OF DOWNLEG OF U/S SIPHON.

Observations (17)

DistanceCodeObservation
0MWL
2MGOPEELING AND FLAKING THROUGHOUT
205SSS
27.9SSS
2SZZ5% RAGGING @ JOINTS/GASKETS PEELING
0AMHA 0307
204SZZ5% RAGGING @ JOINTS/GASKETS PEELING
205DAGS
169.5MGPPROJECTING AGGREGATE
205MSAVIEW OF DOWNLEG OF U/S SIPHON.
0MWM
205SAP
2DAR
48.2SAP
204DAR
160.4MGPPROJECTING AGGREGATE
2DAGS

Properties (7)

additional_info
SC398810
custom_field_two
5
customer
LACSD
datetime
2020-02-27T02:28:22-08:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
28972