Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 16, 2019, 05:30 AM

  • 3_1_1_15042019_235244.mp4

Date
04/15/2019
W/O
761426
Weather
Dry
Operator/Surveyor
E.RUIZ
Sewer ID
Z00141
PipeID
P09834
Time
10:30 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 0371
Downstream MH
C 0370
Dir. of Survey
Downstream
Length Surveyed
619.4 ft.
Total Length
619.4 ft.
Structural Index
3
Structural Quick
3W2X
Structural Rating
609
O&M Index
2
O&M Quick
5242
O&M Rating
276
Overall Index
2
Overall Quick
—
Overall Rating
885
Pipe schematic from manhole C 0371 to C 0370
MH: C 0371MH: C 0370downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 40 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - C 03712 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, Start10 ft. MGO - General Observation - MAG COAT THROUGHOUT START10 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start75.3 ft. IS - Infiltration Stain, at 01 o'clock, within 8 inches of joint: YES196.2 ft. IS - Infiltration Stain, at 10 o'clock, within 8 inches of joint: YES246.4 ft. IS - Infiltration Stain, at 01 o'clock, within 8 inches of joint: YES254.3 ft. IG - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES349 ft. ID - Infiltration Dripper, at 02 o'clock, within 8 inches of joint: YES349 ft. IS - Infiltration Stain, at 11 o'clock, within 8 inches of joint: YES367.1 ft. IS - Infiltration Stain, at 02 o'clock, within 8 inches of joint: YES384.2 ft. IS - Infiltration Stain, at 02 o'clock, within 8 inches of joint: YES415.8 ft. IS - Infiltration Stain, at 02 o'clock, within 8 inches of joint: YES422 ft. IS - Infiltration Stain, at 12 o'clock, within 8 inches of joint: YES446.8 ft. IS - Infiltration Stain, at 12 o'clock, within 8 inches of joint: YES454.8 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES471.4 ft. ID - Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES510.9 ft. IG - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES527 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES566.7 ft. IR - Infiltration Runner, from 12 to 03 o'clock, within 8 inches of joint: YES575.3 ft. IR - Infiltration Runner, from 10 to 12 o'clock, within 8 inches of joint: YES615.2 ft. MGO - General Observation - MAG COAT THROUGHOUT END615.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish619.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish619.4 ft. MGO - General Observation - INFILTRATION IN MH619.4 ft. AMH - Downstream Manhole, Survey Ends - C 0370619.4 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK CAPPED619.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish

Observation photos (11)

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

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

  • Infiltration Stain, at 01 o'clock, within 8 inches of joint: YES

    75.3 ft. - Infiltration Stain, at 01 o'clock, within 8 inches of joint: YES

  • Infiltration Stain, at 01 o'clock, within 8 inches of joint: YES

    246.4 ft. - Infiltration Stain, at 01 o'clock, within 8 inches of joint: YES

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

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

  • Infiltration Dripper, at 02 o'clock, within 8 inches of joint: YES

    349 ft. - Infiltration Dripper, at 02 o'clock, within 8 inches of joint: YES

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

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

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

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

  • Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES

    471.4 ft. - Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES

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

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

  • Infiltration Runner, from 12 to 03 o'clock, within 8 inches of joint: YES

    566.7 ft. - Infiltration Runner, from 12 to 03 o'clock, within 8 inches of joint: YES

  • Infiltration Runner, from 10 to 12 o'clock, within 8 inches of joint: YES

    575.3 ft. - Infiltration Runner, from 10 to 12 o'clock, within 8 inches of joint: YES

All inspections of P09834Work order 761426

Observations (32)

DistanceCodeObservation
619.4DAGS—
10MGOMAG COAT THROUGHOUT START
349ID—
619.4MGOINFILTRATION IN MH
384.2IS—
510.9IG—
196.2IS—
75.3IS—
0MWM—
2SSS—
619.4AMHC 0370
0MWL—
619.4MGOCONNECTION AT MH 9 O'CLOCK CAPPED
10SAP—
471.4ID—
446.8IS—
454.8ID—
254.3IG—
0MGOCONNECTION AT MH 9 O'CLOCK
415.8IS—
566.7IR—
575.3IR—
246.4IS—
615.2MGOMAG COAT THROUGHOUT END
619.4SSS—
527ID—
349IS—
422IS—
615.2SAP—
0AMHC 0371
367.1IS—
2DAGS—

Properties (6)

custom_field_two
3
customer
LACSD
datetime
2019-04-15T22:30:34-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
26760