Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 15, 2019, 09:30 AM
  • 14_1_1_15042019_031730.mp4

Date
04/15/2019
W/O
761426
Weather
Dry
Operator/Surveyor
E.RUIZ
Sewer ID
Z00141
PipeID
P09838
Time
2:30 AM
Certificate
U-715-07000753
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K6518
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.
06
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 0374
Downstream MH
C 0375
Dir. of Survey
Upstream
Length Surveyed
780.7 ft.
Total Length
780.7 ft.
Structural Index
2
Structural Quick
312^
Structural Rating
313
O&M Index
2
O&M Quick
5342
O&M Rating
354
Overall Index
2
Overall Quick
Overall Rating
667
Pipe schematic from manhole C 0374 to C 0375
MH: C 0374MH: C 0375upstream0 ft. AMH - Downstream Manhole, Survey Ends - C 03744 ft. MGO - General Observation - MAG COAT THROUGHOUT END4.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish4.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish4.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish15.2 ft. LR - Alignment Right, 10 %35.2 ft. LL - Alignment Left, 10 %38.8 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES61.3 ft. IR - Infiltration Runner, at 01 o'clock, within 8 inches of joint: YES95.5 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES135.8 ft. IS - Infiltration Stain, at 01 o'clock, within 8 inches of joint: YES184.1 ft. IG - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES208.1 ft. IS - Infiltration Stain, at 01 o'clock, within 8 inches of joint: YES258.1 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES266.2 ft. IG - Infiltration Gusher, at 09 o'clock, within 8 inches of joint: YES339.1 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES435.4 ft. IS - Infiltration Stain, at 02 o'clock, within 8 inches of joint: YES501.4 ft. IG - Infiltration Gusher, at 09 o'clock, within 8 inches of joint: YES509.1 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES525.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES525.1 ft. ID - Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES774.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start774.7 ft. MGO - General Observation - MAG COAT THROUGHOUT START780.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start780.7 ft. MWL - Water Level, 40 %of cross sectional area780.7 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK780.7 ft. AMH - Upstream Manhole, Survey Begins - C 0375780.7 ft. MWM - Water Mark, 50 %of cross sectional area780.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

Observation photos (18)

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

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

  • General Observation - MAG COAT THROUGHOUT START

    6 ft. - General Observation - MAG COAT THROUGHOUT START

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock,  , within 8 inches of joint: YES

    255.6 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES

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

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

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 04 o'clock,  , within 8 inches of joint: YES

    271.6 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES

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

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

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

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

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

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

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

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

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

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

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

    572.6 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

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

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

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

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

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

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

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

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

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

  • Alignment Left, 10 %

    745.5 ft. - Alignment Left, 10 %

  • Alignment Right, 10 %

    765.5 ft. - Alignment Right, 10 %

Observations (29)

DistanceCodeObservation
345.3IS
279.3IG
572.6IS
741.9ID
765.5LR
776.7MGOMAG COAT THROUGHOUT END
514.5IG
255.6DAE
776.6DAGS
271.6DAE
776.6SAP
255.6ID
0DAGS
685.2ID
719.4IR
596.6IG
441.6ID
6SAP
522.6ID
644.9IS
776.6SSS
6MGOMAG COAT THROUGHOUT START
0MWL
780.7AMHC 0374
0MGOCONNECTION AT MH 3 O'CLOCK
0AMHC 0375
0MWM
0SSS
745.5LL

Properties (6)

custom_field_two
3
customer
LACSD
datetime
2019-04-15T02:30:06-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
26760