Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 25, 2022, 08:12 AM

  • 30 0248_30 0247_8252022_012606.mp4

Date
08/25/2022
W/O
0967059
Weather
Dry
Operator/Surveyor
BRAR
Sewer ID
Z00884
PipeID
P17949
Time
1:12 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 0248
Downstream MH
30 0247
Dir. of Survey
Downstream
Length Surveyed
204.3 ft.
Total Length
204.3 ft.
Structural Index
2
Structural Quick
3124
Structural Rating
11
O&M Index
1
O&M Quick
2113
O&M Rating
5
Overall Index
2
Overall Quick
—
Overall Rating
16
Pipe schematic from manhole 30 0248 to 30 0247
MH: 30 0248MH: 30 0247downstream0 ft. AMH - Upstream Manhole, Survey Begins - 30.0248 1:20 AM0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT 6 O'CLOCK0 ft. MWM - Water Mark, 15 %of cross sectional area4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start4.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start17.6 ft. CL - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES25.6 ft. CL - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES41.6 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR51.7 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4"61.9 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR61.9 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES73.7 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR, Start104.8 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4"107.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"139.9 ft. MGO - General Observation - WATER MARK CHANGED TO 35%198.1 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR, Finish201.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish201.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish201.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish204.1 ft. MGO - General Observation - D/S MH.0247 SOUTH SHELF BROKEN/HOLE204.3 ft. AMH - Downstream Manhole, Survey Ends - 30.0247
All inspections of P17949Work order 0967059

Observations (23)

DistanceCodeObservation
204.3AMH30.0247
41.6RFJ—
107.5TFC—
201.2DAGS—
4SAP—
204.1MGOD/S MH.0247 SOUTH SHELF BROKEN/HOLE
4SSS—
201.2SAP—
0AMH30.0248 1:20 AM
104.8TF—
17.6CL—
0MWL—
25.6CL—
73.7RFJ—
198.1RFJ—
0MGOCONNECTION AT 6 O'CLOCK
201.2SSS—
139.9MGOWATER MARK CHANGED TO 35%
4.7DAGS—
51.7TFA—
61.9RFJ—
61.9CL—
0MWM—

Properties (7)

additional_info
U-0618-0703002249
custom_field_three
AGGREGATE PROJECTING/SPALLING
custom_field_two
2
customer
LACSD
datetime
2022-08-25T01:12:21-07:00
documentation
BRAR, OBREGON, CASTILLO
is_lateral_inspection
false