Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 2, 2019, 10:44 AM

  • Section#1_01 0151_01 0150__1222019__I0275R.mp4

Date
12/02/2019
W/O
0801528
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00204
PipeID
P02094
Time
2:44 AM
Certificate
1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0275R
Sewer Name
01 COMPTON CREEK EXTENSION TRUNK, SECTION 2
City
COMPPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
12
Purpose
Maintenance Related
Project
20191202MDM_COMPTON_CREEK_EXTENSION_TRUNK_SECTION_2
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Upstream MH
01 0151
Downstream MH
01 0150
Dir. of Survey
Downstream
Length Surveyed
357.6 ft.
Total Length
357.6 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
4333
O&M Rating
35
Overall Index
2
Overall Quick
—
Overall Rating
35
Pipe schematic from manhole 01 0151 to 01 0150
MH: 01 0151MH: 01 0150downstream0 ft. AMH - Upstream Manhole, Survey Begins - 2:50AM0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 70 %of cross sectional area7.9 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES13.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: YES38.4 ft. RFJ - Roots Fine Joint, from 09 to 11 o'clock, within 8 inches of joint: YESR - 2%69.2 ft. RFJ - Roots Fine Joint, from 09 to 10 o'clock, within 8 inches of joint: YESR - 1%89.8 ft. RFJ - Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YESR - 2%121.2 ft. RFJ - Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YESR - 2%162 ft. RFJ - Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YESR - 2%162 ft. MWM - Water Mark, 50 %of cross sectional area162 ft. MWL - Water Level, 10 %of cross sectional area182.7 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR - 4%200.5 ft. RFJ - Roots Fine Joint, from 03 to 05 o'clock, within 8 inches of joint: YESR - 4%213.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 05 o'clock, , within 8 inches of joint: YES223.3 ft. RFJ - Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YESR - 3%229.1 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 25 %, within 8 inches of joint: YESR234.2 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 10 %, within 8 inches of joint: YESR239.5 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 10 %, within 8 inches of joint: YESR289.2 ft. MWL - Water Level, 20 %of cross sectional area289.2 ft. MWM - Water Mark, 70 %of cross sectional area357.1 ft. MGO - General Observation - MH CONN 9:00 ACTIVE357.6 ft. AMH - Downstream Manhole, Survey Ends - 3:20AM

Observation photos (2)

  • Roots Medium Joint, from 08 to 04 o'clock, 25 %, within 8 inches of joint: YESR

    229.1 ft. - Roots Medium Joint, from 08 to 04 o'clock, 25 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 05 o'clock, 10 %, within 8 inches of joint: YESR

    234.2 ft. - Roots Medium Joint, from 07 to 05 o'clock, 10 %, within 8 inches of joint: YESR

All inspections of P02094Work order 0801528

Observations (23)

DistanceCodeObservation
289.2MWL—
0AMH2:50AM
69.2RFJ1%
182.7RFJ4%
239.5RMJ—
200.5RFJ4%
213.5DAGS—
162RFJ2%
223.3RFJ3%
0MWL—
234.2RMJ—
289.2MWM—
121.2RFJ2%
162MWM—
13.7DAGS—
0MWM—
357.6AMH3:20AM
162MWL—
229.1RMJ—
38.4RFJ2%
7.9DAGS—
357.1MGOMH CONN 9:00 ACTIVE
89.8RFJ2%

Properties (5)

additional_info
POST ROOT INSPECTION ONLY
customer
LACSD
datetime
2019-12-02T02:44:48-08:00
documentation
MARTIN,REVELES,OLIVER 111,IGNACIO
is_lateral_inspection
false