Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 26, 2016, 10:52 AM
  • C 0365_C 0364_26042016_035301.mp4

Date
04/26/2016
W/O
563382
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00140
PipeID
P09828
Time
3:52 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K3326
Sewer Name
C JOINT OUTFALL C - UNIT 8B
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_563382_TV19020_APRIL2016
Sewer Type
GRAVITY
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Upstream MH
C 0365
Downstream MH
C 0364
Dir. of Survey
Downstream
Length Surveyed
555.1 ft.
Total Length
555.1 ft.
Structural Index
3
Structural Quick
3U2U
Structural Rating
548
O&M Index
2
O&M Quick
2U00
O&M Rating
222
Overall Index
2
Overall Quick
Overall Rating
770
Pipe schematic from manhole C 0365 to C 0364
MH: C 0365MH: C 0364downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03650 ft. MWM - Water Mark, 35 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 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, Start8.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start268.1 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"268.1 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES553.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish553.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish553.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish555.1 ft. AMH - Downstream Manhole, Survey Ends - C 0364

Observation photos (4)

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

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

  • 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

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

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

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 10 o'clock,  , within 8 inches of joint: YES

    268.1 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES

Observations (12)

DistanceCodeObservation
0MWL
555.1AMHC 0364
2DAGS
0AMHC 0365
553.4SAP
268.1TBA
553.4SSS
268.1DAE
2SAP
553.4DAGS
0MWM
8.9SSS

Properties (4)

additional_info
SC305604
custom_field_two
2
customer
LACSD
datetime
2016-04-26T03:52:46-07:00