Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 15, 2020, 06:23 PM
  • H 0678_H 0677_06152020_113935.mp4

Date
06/15/2020
W/O
828933
Weather
Dry
Operator/Surveyor
EN. RUIZ
Sewer ID
Z00941
PipeID
P21625
Time
11:23 AM
Certificate
U-116-07001919
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K7765
Sewer Name
H JOINT OUTFALL H - UNIT 9B
City
PICO RIVERA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
03
Purpose
V
Project
RFIR_WO_828933_TV18175_MAY2020
Sewer Type
Siphon
Material
Reinforced Concrete Pipe
Shape
Circular
Height
25 in.
Upstream MH
H 0677
Downstream MH
H 0678
Dir. of Survey
Upstream
Length Surveyed
213.5 ft.
Total Length
213.5 ft.
Structural Index
3
Structural Quick
3221
Structural Rating
8
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
Overall Rating
10
Pipe schematic from manhole H 0677 to H 0678
MH: H 0677MH: H 0678upstream0 ft. MSA - Survey Abandoned - DUE TO WATER LEVEL SAG0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO, Finish0 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish0 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish0.1 ft. MWLS - Water Level, Sag in pipe, 40 %of cross sectional area, Finish5 ft. MWLS - Water Level, Sag in pipe, 40 %of cross sectional area, Start16.3 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 18" - POSSIBLE MH211.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO, Start211.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start211.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start213.5 ft. AMH - Downstream Manhole, Survey Begins - H 0677213.5 ft. MWL - Water Level, 15 %of cross sectional area213.5 ft. MWM - Water Mark, 45 %of cross sectional area

Observation photos (5)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: NO, Start

    2.1 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO, Start

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2.1 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2.1 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

  • Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 18" - POSSIBLE MH

    197.2 ft. - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 18" - POSSIBLE MH

  • Survey Abandoned - DUE TO WATER LEVEL SAG

    213.5 ft. - Survey Abandoned - DUE TO WATER LEVEL SAG

Observations (13)

DistanceCodeObservation
197.2TFCPOSSIBLE MH
2.1DAGS
0AMHH 0677
213.5MSADUE TO WATER LEVEL SAG
213.5DAGS
2.1SSS
208.5MWLS
213.5SAV
2.1SAV
213.4MWLS
0MWL
0MWM
213.5SSS

Properties (5)

additional_info
SC411476
customer
LACSD
datetime
2020-06-15T11:23:27-07:00
documentation
PRO PIPE
is_lateral_inspection
false