Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 8, 2019, 10:19 AM

  • 02 1132_02 1131_04082019_035922.mp4

Date
04/08/2019
W/O
761209
Weather
Dry
Operator/Surveyor
E.RUIZ
Sewer ID
Z00351
PipeID
P02914
Time
3:19 AM
Certificate
U-715-07000753
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6515
Sewer Name
02 GARFIELD AVENUE EXTENSION TRUNK
City
MONTEBELLO
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
13
Purpose
Routine Assessment
Project
RFIR_WO_761209_TV02318_APR2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
02 1131
Downstream MH
02 1132
Dir. of Survey
Upstream
Length Surveyed
134.4 ft.
Total Length
134.4 ft.
Structural Index
4
Structural Quick
4D00
Structural Rating
96
O&M Index
2
O&M Quick
413C
O&M Rating
117
Overall Index
3
Overall Quick
—
Overall Rating
213
Pipe schematic from manhole 02 1131 to 02 1132
MH: 02 1131MH: 02 1132upstream0 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish0 ft. MSA - Survey Abandoned - DUE TO ROOTS0 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 40 %, within 8 inches of joint: YESR0 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR, Finish0 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish85.2 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR, Start85.2 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 10% BLOCKAGE99 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start112.6 ft. RFJ - Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YES122.4 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start122.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES133.4 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start134.4 ft. MWL - Water Level, 30 %of cross sectional area134.4 ft. AMH - Downstream Manhole, Survey Begins - 02 1131134.4 ft. MWM - Water Mark, 50 %of cross sectional area

Observation photos (5)

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

    11.9 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    12 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YES

    21.8 ft. - Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    35.4 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR, Start

    49.2 ft. - Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR, Start

All inspections of P02914Work order 761209

Observations (15)

DistanceCodeObservation
134.4DAGS—
21.8RFJ—
35.4RFJ—
49.2RMJ—
12FM—
134.4MSADUE TO ROOTS
134.4RMJ—
134.4RMJ—
0MWL—
11.9RFJ—
49.2RFJ10% BLOCKAGE
1DAGS—
0AMH02 1131
0MWM—
134.4FM—

Properties (5)

custom_field_two
5
customer
LACSD
datetime
2019-04-08T03:19:47-07:00
documentation
PROPIPE
is_lateral_inspection
false