Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 16, 2019, 06:55 AM

  • 2_1_1_16042019_013434.mp4

Date
04/15/2019
W/O
761426
Weather
—
Operator/Surveyor
E.RUIZ
Sewer ID
Z00141
PipeID
P09833
Time
11:55 PM
Certificate
U-715-07000753
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6519
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_761426_TV19012_APR2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Width
33 in.
Upstream MH
C 0370
Downstream MH
C 0369
Dir. of Survey
Downstream
Length Surveyed
699.4 ft.
Total Length
699.4 ft.
Structural Index
3
Structural Quick
3[2[
Structural Rating
694
O&M Index
2
O&M Quick
5242
O&M Rating
305
Overall Index
2
Overall Quick
—
Overall Rating
999
Pipe schematic from manhole C 0370 to C 0369
MH: C 0370MH: C 0369downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03700 ft. MGO - General Observation - INFILTRATION IN MH0 ft. MWL - Water Level, 50 %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, Start7.2 ft. MGO - General Observation - MAG COAT THROUGHOUT START7.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start109.4 ft. IS - Infiltration Stain, at 11 o'clock, within 8 inches of joint: YES159 ft. IS - Infiltration Stain, at 11 o'clock, within 8 inches of joint: YES189.8 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES231.3 ft. IS - Infiltration Stain, at 10 o'clock, within 8 inches of joint: YES238.3 ft. IG - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES254.1 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES262.6 ft. IG - Infiltration Gusher, at 09 o'clock, within 8 inches of joint: YES326.9 ft. IR - Infiltration Runner, at 03 o'clock, within 8 inches of joint: YES673.3 ft. LR - Alignment Right, 10 %699.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish699.4 ft. MGO - General Observation - INFILTRATION IN MH699.4 ft. MGO - General Observation - MAG COAT THROUGHOUT END699.4 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish699.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish699.4 ft. AMH - Downstream Manhole, Survey Ends - C 0369699.4 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK

Observation photos (7)

  • General Observation - MAG COAT THROUGHOUT START

    7.2 ft. - General Observation - MAG COAT THROUGHOUT START

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

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

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

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

  • Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES

    238.3 ft. - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES

    254.1 ft. - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES

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

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

  • Infiltration Runner, at 03 o'clock, within 8 inches of joint: YES

    326.9 ft. - Infiltration Runner, at 03 o'clock, within 8 inches of joint: YES

All inspections of P09833Work order 761426

Observations (24)

DistanceCodeObservation
109.4IS—
231.3IS—
0MWM—
699.4DAGS—
699.4MGOINFILTRATION IN MH
326.9IR—
238.3IG—
0AMHC 0370
673.3LR—
7.2MGOMAG COAT THROUGHOUT START
254.1ID—
699.4MGOMAG COAT THROUGHOUT END
1SSS—
7.2SAP—
699.4SAP—
699.4SSS—
699.4AMHC 0369
0MGOINFILTRATION IN MH
699.4MGOCONNECTION AT MH 9 O'CLOCK
262.6IG—
189.8ID—
1DAGS—
159IS—
0MWL—

Properties (6)

custom_field_two
3
customer
LACSD
datetime
2019-04-15T23:55:59-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
26760