Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 12, 2019, 05:27 AM

  • 10_1_3_11042019_224730.mp4

Date
04/11/2019
W/O
761426
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00141
PipeID
P09843
Time
10:27 PM
Certificate
U-115-06022794
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K5927
Sewer Name
C JOINT OUTFALL C - UNIT 8C
City
LAKEWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
WO_761426_TV19012_APR2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
C 0380
Downstream MH
C 0379
Dir. of Survey
Downstream
Length Surveyed
510.7 ft.
Total Length
510.7 ft.
Structural Index
2
Structural Quick
312S
Structural Rating
207
O&M Index
2
O&M Quick
4133
O&M Rating
219
Overall Index
2
Overall Quick
—
Overall Rating
426
Pipe schematic from manhole C 0380 to C 0379
MH: C 0380MH: C 0379downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03800 ft. MWL - Water Level, 20 %of cross sectional area1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3 ft. DNZ - Deposits Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MAG COAT91.3 ft. ID - Infiltration Dripper, at 11 o'clock, within 8 inches of joint: YES260.4 ft. ID - Infiltration Dripper, from 10 to 11 o'clock, within 8 inches of joint: YES285 ft. ID - Infiltration Dripper, at 11 o'clock, within 8 inches of joint: YES508.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish508.1 ft. DNZ - Deposits Ingress Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish - MAG COAT509 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish509 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish510.7 ft. AMH - Downstream Manhole, Survey Ends - C 0379

Observation photos (5)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    3 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Deposits Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MAG COAT

    3 ft. - Deposits Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MAG COAT

  • Infiltration Dripper, at 11 o'clock, within 8 inches of joint: YES

    91.3 ft. - Infiltration Dripper, at 11 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, from 10 to 11 o'clock, within 8 inches of joint: YES

    260.4 ft. - Infiltration Dripper, from 10 to 11 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, at 11 o'clock, within 8 inches of joint: YES

    285 ft. - Infiltration Dripper, at 11 o'clock, within 8 inches of joint: YES

All inspections of P09843Work order 761426

Observations (15)

DistanceCodeObservation
1SSS—
508.1SAP—
3SAP—
260.4ID—
509SSS—
508.1DNZMAG COAT
91.3ID—
0MWM—
510.7AMHC 0379
3DNZMAG COAT
0AMHC 0380
509DAGS—
1DAGS—
0MWL—
285ID—

Properties (6)

custom_field_two
3
customer
LACSD
datetime
2019-04-11T22:27:12-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
26760