Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 25, 2022, 09:27 AM

  • 30 0247_30 0246A_8252022_023455.mp4

Date
08/25/2022
W/O
0967059
Weather
Dry
Operator/Surveyor
BRAR
Sewer ID
Z00884
PipeID
P17949
Time
2:27 AM
Certificate
SEE REMARKS
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H3183
Sewer Name
30 VIA CAMPESINA TRUNK
City
PALOS VERDES ESTATES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 30
Page No.
09
Purpose
Capital Improvement Program Assesment
Project
20220825_SB_VIA_CAMPESINA_TRUNK
Material
NRCP
Shape
Circular
Height
10 in.
Upstream MH
30 0247
Downstream MH
30 0246A
Dir. of Survey
Downstream
Length Surveyed
206 ft.
Total Length
206 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
2
O&M Quick
3113
O&M Rating
6
Overall Index
2
Overall Quick
—
Overall Rating
11
Pipe schematic from manhole 30 0247 to 30 0246A
MH: 30 0247MH: 30 0246Adownstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 30.0247 2:31 AM0 ft. MWM - Water Mark, 15 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start5.3 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR, Start5.3 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Start42.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4"45.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 4"134.8 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR, Finish134.8 ft. RMJ - Roots Medium Joint, from 04 to 08 o'clock, 5 %, within 8 inches of joint: YESR, Start156 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR - FINE ROOTS AT JOINT157.5 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4"183.7 ft. RMJ - Roots Medium Joint, from 04 to 08 o'clock, 5 %, within 8 inches of joint: YESR, Finish183.8 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR, Start203.6 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR, Finish204.4 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish204.4 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish206 ft. AMH - Downstream Manhole, Survey Ends - 30.0246A
All inspections of P17949Work order 0967059

Observations (18)

DistanceCodeObservation
2SAP—
134.8RFJ—
156RFJFINE ROOTS AT JOINT
42.5TF—
204.4SSS—
5.3RFJ—
5.3SSS—
0MWL—
0AMH30.0247 2:31 AM
45.2TFC—
183.7RMJ—
183.8RFJ—
206AMH30.0246A
0MWM—
204.4SAP—
134.8RMJ—
203.6RFJ—
157.5TFA—

Properties (7)

additional_info
U-0618-0703002249
custom_field_three
AGGREGATE PROJECTING/SPALLING
custom_field_two
2
customer
LACSD
datetime
2022-08-25T02:27:15-07:00
documentation
BRAR, OBREGON, CASTILLO
is_lateral_inspection
false