Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 6, 2019, 08:21 AM

  • A 0415_A 0414 _12062019_003440.mp4

Date
12/06/2019
W/O
798107
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00322
PipeID
P08075
Time
12:21 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6354
Sewer Name
A JOA-1A LONG BEACH WRP SLUDGE GRAVITY SEWER
City
LONG BEACH
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
11
Purpose
Routine Assessment
Project
RFIR_WO_798107_TV19010_NOV2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
A 0415
Downstream MH
A 0414
Dir. of Survey
Downstream
Length Surveyed
372.4 ft.
Total Length
372.4 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
3
O&M Quick
5131
O&M Rating
12
Overall Index
3
Overall Quick
—
Overall Rating
14
Pipe schematic from manhole A 0415 to A 0414
MH: A 0415MH: A 0414downstream0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK CAPPED0 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK CAPPED0 ft. AMH - Upstream Manhole, Survey Begins - A 04150 ft. MWM - Water Mark, 90 %of cross sectional area0 ft. MWL - Water Level, 45 %of cross sectional area2.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start76.2 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - HEAVY SLUDGE142 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"184.9 ft. RFB - Roots Fine Barrell, from 09 to 03 o'clock, Start372.3 ft. RFB - Roots Fine Barrell, from 09 to 03 o'clock, Finish372.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish372.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish372.4 ft. AMH - Downstream Manhole, Survey Ends - A 0414372.4 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Finish

Observation photos (4)

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

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

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

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

  • Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - HEAVY SLUDGE

    76.2 ft. - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - HEAVY SLUDGE

  • Roots Fine Barrell, from 09 to 03 o'clock, Start

    184.9 ft. - Roots Fine Barrell, from 09 to 03 o'clock, Start

All inspections of P08075Work order 798107

Observations (15)

DistanceCodeObservation
142TF—
372.3RFB—
76.2DSZHEAVY SLUDGE
0MGOCONNECTION AT MH 9 O'CLOCK CAPPED
184.9RFB—
0MGOCONNECTION AT MH 3 O'CLOCK CAPPED
2.4SSS—
0AMHA 0415
372.4SSS—
372.4DAGS—
0MWM—
372.4AMHA 0414
2.4DAGS—
0MWL—
372.4DSZ—

Properties (6)

additional_info
SC365797
custom_field_two
3
customer
LACSD
datetime
2019-12-06T00:21:23-08:00
documentation
PROPIPE
is_lateral_inspection
false