Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 19, 2016, 07:56 PM

  • A 0326_LOCAL LINE_10192016_130058.mp4

Date
10/19/2016
W/O
0602873
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00325
PipeID
Z00325
Time
12:56 PM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7253
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.
22
Purpose
Routine Assessment
Project
20161019AM_JOA_1A_SAN_JOSE_CREEK_WRP_INTERCEPTOR
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
A 0326
Downstream MH
LOCAL LINE
Dir. of Survey
Downstream
Length Surveyed
62.4 ft.
Total Length
62.4 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
4
Pipe schematic from manhole A 0326 to LOCAL LINE
MH: A 0326MH: LOCAL LINEdownstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:00 PM0 ft. MWL - Water Level, 0 %of cross sectional area - DRY LINE2 ft. MMC - Material Change, Other (state in comments) - POSSIBLY FIBERGLASS LINED6.6 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO7.1 ft. MGO - General Observation - FIBERGLASS LINER RIPPED UP8.1 ft. MMC - Material Change, Other (state in comments) - POSSIBLE PLASTIC LINER8.4 ft. MGP - General Photograph - FIBERGLASS LINER ALL RIPPED UP8.4 ft. MMC - Material Change, Other (state in comments) - POSSIBLE FIBERGLASS LINER8.5 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES61.9 ft. MGO - General Observation - ROACHES INSIDE THE MH.62.4 ft. AMH - Downstream Manhole, Survey Ends - 1:13 PM

Observation photos (7)

  • Upstream Manhole, Survey Begins - 1:00 PM

    0 ft. - Upstream Manhole, Survey Begins - 1:00 PM

  • Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO

    6.6 ft. - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO

  • General Observation - FIBERGLASS LINER RIPPED UP

    7.1 ft. - General Observation - FIBERGLASS LINER RIPPED UP

  • Material Change, Other (state in comments) - POSSIBLE PLASTIC LINER

    8.1 ft. - Material Change, Other (state in comments) - POSSIBLE PLASTIC LINER

  • General Photograph - FIBERGLASS LINER ALL RIPPED UP

    8.4 ft. - General Photograph - FIBERGLASS LINER ALL RIPPED UP

  • Material Change, Other (state in comments) - POSSIBLE FIBERGLASS LINER

    8.4 ft. - Material Change, Other (state in comments) - POSSIBLE FIBERGLASS LINER

  • Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES

    8.5 ft. - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES

All inspections of Z00325Work order 0602873

Observations (11)

DistanceCodeObservation
61.9MGOROACHES INSIDE THE MH.
8.5DSGV—
62.4AMH1:13 PM
8.4MGPFIBERGLASS LINER ALL RIPPED UP
7.1MGOFIBERGLASS LINER RIPPED UP
0AMH1:00 PM
2MMCPOSSIBLY FIBERGLASS LINED
8.4MMCPOSSIBLE FIBERGLASS LINER
6.6DSGV—
0MWLDRY LINE
8.1MMCPOSSIBLE PLASTIC LINER

Properties (7)

additional_info
AIRLINE INSPECTION ONLY
custom_field_three
LINER RIPPING/PEELING OFF
custom_field_two
1
customer
LACSD
datetime
2016-10-19T12:56:13-07:00
documentation
MIRANDA, FRANKLIN, SHADLER, IGNACIO
is_lateral_inspection
false