Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 19, 2019, 07:40 AM

  • 18 0415_18 0414_03192019_005729.mp4

Date
03/19/2019
W/O
756007
Weather
Dry
Operator/Surveyor
E.RUIZ
Sewer ID
Z00699
PipeID
P14250
Time
12:40 AM
Certificate
U-715-07000753
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6482
Sewer Name
18 SANTA FE STREET RELIEF TRUNK
City
NORWALK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
RFIR_WO_756007_TV18173_MAR2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0415
Downstream MH
18 0414
Dir. of Survey
Downstream
Length Surveyed
246.7 ft.
Total Length
246.7 ft.
Structural Index
3
Structural Quick
3I00
Structural Rating
147
O&M Index
2
O&M Quick
4121
O&M Rating
7
Overall Index
3
Overall Quick
—
Overall Rating
154
Pipe schematic from manhole 18 0415 to 18 0414
MH: 18 0415MH: 18 0414downstream0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MWM - Water Mark, 70 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 04153.3 ft. MGO - General Observation - MAG COAT THROUGHOUT PIPE3.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start28.1 ft. OBZ - Obstacles Other, 10 %of cross sectional area, from 05 to 07 o'clock - UNKNOWN OBSTACLE IN LINE142.9 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES240.8 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES244.5 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish246.7 ft. AMH - Downstream Manhole, Survey Ends - 18 0414

Observation photos (3)

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    3.3 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

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

    142.9 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

  • Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES

    240.8 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES

All inspections of P14250Work order 756007

Observations (10)

DistanceCodeObservation
240.8FL—
0MWL—
28.1OBZUNKNOWN OBSTACLE IN LINE
246.7AMH18 0414
3.3MGOMAG COAT THROUGHOUT PIPE
3.3SAP—
142.9RFJ—
0MWM—
244.5SAP—
0AMH18 0415

Properties (5)

custom_field_two
2
customer
LACSD
datetime
2019-03-19T00:40:31-07:00
documentation
PROPIPE
is_lateral_inspection
false