Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 26, 2016, 05:44 AM

  • C 0370_C 0369_25042016_224513.mp4

Date
04/25/2016
W/O
563419
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00141
PipeID
P09833
Time
10:44 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3325
Sewer Name
C JOINT OUTFALL C - UNIT 8C
City
HAWAIIAN GARDENS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
07
Purpose
Routine Assessment
Project
WO_563419_TV19012_APRIL2016
Sewer Type
GRAVITY
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Upstream MH
C 0370
Downstream MH
C 0369
Dir. of Survey
Downstream
Length Surveyed
694.4 ft.
Total Length
694.4 ft.
Structural Index
3
Structural Quick
3[2[
Structural Rating
690
O&M Index
2
O&M Quick
423Y
O&M Rating
668
Overall Index
3
Overall Quick
—
Overall Rating
1358
Pipe schematic from manhole C 0370 to C 0369
MH: C 0370MH: C 0369downstream0 ft. AMH - Upstream Manhole, Survey Begins - C 03690 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 40 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start58.3 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start134.5 ft. IR - Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES191.3 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES694.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish694.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish694.4 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish694.4 ft. AMH - Downstream Manhole, Survey Ends - C 0369694.4 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish

Observation photos (4)

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

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

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

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

  • Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES

    134.5 ft. - Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

    191.3 ft. - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

All inspections of P09833Work order 563419

Observations (14)

DistanceCodeObservation
0AMHC 0369
58.3DSZ—
694.4SSS—
2SAP—
0MWM—
2SSS—
0MWL—
694.4DAGS—
694.4DSZ—
694.4AMHC 0369
2DAGS—
134.5IR—
694.4SAP—
191.3ID—

Properties (5)

additional_info
SC305603
custom_field_two
2
customer
LACSD
datetime
2016-04-25T22:44:26-07:00
year_laid
19730406