Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 12, 2019, 05:50 AM
  • 12_1_3_11042019_231341.mp4

  • 12_1_1_15042019_022601.mp4

Date
04/11/2019
W/O
761426
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00141
PipeID
P22211
Time
10:50 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 0379
Downstream MH
C JOINT
Dir. of Survey
Downstream
Length Surveyed
420.7 ft.
Total Length
420.7 ft.
Structural Index
3
Structural Quick
3P2P
Structural Rating
417
O&M Index
3
O&M Quick
4231
O&M Rating
13
Overall Index
3
Overall Quick
Overall Rating
430
Pipe schematic from manhole C 0379 to C JOINT
MH: C 0379MH: C JOINTdownstream0 ft. AMH - Upstream Manhole, Survey Begins - C 03790 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03750 ft. MWM - Water Mark, 50 %of cross sectional area3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start3.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.6 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MAG COAT399.5 ft. LL - Alignment Left, 30 %399.5 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES420.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish420.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish420.7 ft. MGO - General Observation - TIE IN FROM ELAIN AVE TRUNK, PROTRUDING APPR 3", 12" DIA420.7 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish420.7 ft. AMH - Downstream Manhole, Survey Ends - C JOINT

Observation photos (4)

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

    3.6 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

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

  • Alignment Left, 30 %

    399.5 ft. - Alignment Left, 30 %

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

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

Observations (14)

DistanceCodeObservation
3SSS
420.7MGOTIE IN FROM ELAIN AVE TRUNK, PROTRUDING APPR 3", 12" DIA
0AMHC 0379
3.6SAP
420.6SSS
420.7DAZ
420.7AMHC JOINT
399.5LL
0MWL
420.6SAP
0AMHC 0375
0MWM
3.6DAZMAG COAT
399.5ID

Properties (6)

custom_field_two
3
customer
LACSD
datetime
2019-04-11T22:50:35-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
26760