Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 1, 2018, 09:11 AM
  • H 0630_H 0629_10012018_021420.mp4

Date
10/01/2018
W/O
729980
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00183
PipeID
P21384
Time
2:11 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6052
Sewer Name
H JOINT OUTFALL H - UNIT 7B
City
CITY OF INDUSTRY
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
38
Purpose
Routine Assessment
Project
RFIR_WO_729980_TV15231_OCT2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Width
39 in.
Upstream MH
H 0630
Downstream MH
H 0629
Dir. of Survey
Downstream
Length Surveyed
379.2 ft.
Total Length
379.2 ft.
Structural Index
3
Structural Quick
513N
Structural Rating
380
O&M Index
2
O&M Quick
2N00
O&M Rating
150
Overall Index
2
Overall Quick
Overall Rating
530
Pipe schematic from manhole H 0630 to H 0629
MH: H 0630MH: H 0629downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 06300 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 20 %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. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start207.9 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"213.1 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES376.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish376.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish376.8 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish376.8 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK379.2 ft. AMH - Downstream Manhole, Survey Ends - H 0629

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 Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

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

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

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

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES

    213.1 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES

Observations (13)

DistanceCodeObservation
376.8DAGS
379.2AMHH 0629
376.8SSS
2DAGS
2SSS
376.8SAP
0AMHH 0630
207.9TBA
2SAP
376.8MGOACTIVE CONNECTION AT MH 3 O'CLOCK
0MWM
0MWL
213.1SRV

Properties (4)

additional_info
SC365115
custom_field_two
2
customer
LACSD
datetime
2018-10-01T02:11:51-07:00