Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 12, 2019, 04:54 AM

  • 11_1_1_11042019_222528.mp4

Date
04/11/2019
W/O
761426
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00141
PipeID
P09844
Time
9:54 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.
04
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 0381
Downstream MH
C 0380
Dir. of Survey
Downstream
Length Surveyed
335.9 ft.
Total Length
335.9 ft.
Structural Index
2
Structural Quick
312L
Structural Rating
135
O&M Index
2
O&M Quick
5143
O&M Rating
157
Overall Index
2
Overall Quick
—
Overall Rating
292
Pipe schematic from manhole C 0381 to C 0380
MH: C 0381MH: C 0380downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03810 ft. MWM - Water Mark, 40 %of cross sectional area2 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, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start109.4 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MAG COAT240.7 ft. IR - Infiltration Runner, at 08 o'clock, within 8 inches of joint: YES247.5 ft. IR - Infiltration Runner, at 08 o'clock, within 8 inches of joint: YES292.5 ft. IR - Infiltration Gusher, from 01 to 05 o'clock, within 8 inches of joint: YES292.5 ft. LR - Alignment Right, 15 %295.6 ft. IG - Infiltration Gusher, at 10 o'clock, within 8 inches of joint: YES314.2 ft. LR - Alignment Right, 20 %333 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish333 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish333 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish - MAG COAT335 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish335.9 ft. AMH - Downstream Manhole, Survey Ends - C 0380

Observation photos (8)

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

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

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

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

  • Infiltration Runner, at 08 o'clock, within 8 inches of joint: YES

    240.7 ft. - Infiltration Runner, at 08 o'clock, within 8 inches of joint: YES

  • Infiltration Runner, at 08 o'clock, within 8 inches of joint: YES

    247.5 ft. - Infiltration Runner, at 08 o'clock, within 8 inches of joint: YES

  • Infiltration Gusher, from 01 to 05 o'clock, within 8 inches of joint: YES

    292.5 ft. - Infiltration Gusher, from 01 to 05 o'clock, within 8 inches of joint: YES

  • Alignment Right, 15 %

    292.5 ft. - Alignment Right, 15 %

  • Infiltration Gusher, at 10 o'clock, within 8 inches of joint: YES

    295.6 ft. - Infiltration Gusher, at 10 o'clock, within 8 inches of joint: YES

  • Alignment Right, 20 %

    314.2 ft. - Alignment Right, 20 %

All inspections of P09844Work order 761426

Observations (18)

DistanceCodeObservation
0MWL—
292.5IR—
2SSS—
0AMHC 0381
2DAGS—
333SAP—
333SSS—
333DAZMAG COAT
247.5IR—
295.6IG—
240.7IR—
2SAP—
335DAGS—
292.5LR—
314.2LR—
109.4DAZMAG COAT
335.9AMHC 0380
0MWM—

Properties (6)

custom_field_two
3
customer
LACSD
datetime
2019-04-11T21:54:25-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
26760