Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 13, 2016, 11:49 AM
  • 05 0720_05 0719_20160113_040915_.mp4

Date
01/13/2016
W/O
547108
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00521
PipeID
P05943
Time
3:49 AM
Certificate
U-507-03-3386
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K3113
Sewer Name
05 SOUTH INGLEWOOD-ORANGE AVENUE TRUNK, EXTENSION #1
City
INGLEWOOD, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
07
Purpose
Routine Assessment
Project
WO_547108_TV05104_JAN2016
Material
Vitrified Clay Pipe
Shape
Circular
Height
8 in.
Upstream MH
05 0719
Downstream MH
05 0720
Dir. of Survey
Upstream
Length Surveyed
315.1 ft.
Total Length
315.1 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
4132
O&M Rating
15
Overall Index
2
Overall Quick
Overall Rating
17
Pipe schematic from manhole 05 0719 to 05 0720
MH: 05 0719MH: 05 0720upstream0 ft. AMH - Upstream Manhole, Survey Ends - 05 07204.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish82.9 ft. RMJ - Roots Medium Joint, from 03 to 09 o'clock, 10 %, within 8 inches of joint: YESR, Finish137.1 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish137.1 ft. RMJ - Roots Medium Joint, from 03 to 09 o'clock, 10 %, within 8 inches of joint: YESR, Start137.9 ft. RMB - Roots Medium Barrell, from 02 to 04 o'clock, 10 %, within 8 inches of joint: YES217.3 ft. FC - Fracture Circumferential, from 10 to 01 o'clock, within 8 inches of joint: YES219.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 4"244.1 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Start253.8 ft. RFJ - Roots Fine Joint, at 03 o'clock, within 8 inches of joint: YES296.2 ft. RFJ - Roots Fine Joint, at 09 o'clock, within 8 inches of joint: YES311.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start315.1 ft. MWM - Water Mark, 25 %of cross sectional area315.1 ft. MWL - Water Level, 10 %of cross sectional area315.1 ft. AMH - Downstream Manhole, Survey Begins - 05 0719

Observation photos (4)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: YES, Start

    4 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    71 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Fracture Circumferential, from 10 to 01 o'clock, within 8 inches of joint: YES

    97.8 ft. - Fracture Circumferential, from 10 to 01 o'clock, within 8 inches of joint: YES

  • Roots Medium Barrell, from 02 to 04 o'clock, 10 %, within 8 inches of joint: YES

    177.2 ft. - Roots Medium Barrell, from 02 to 04 o'clock, 10 %, within 8 inches of joint: YES

Observations (15)

DistanceCodeObservation
96TB
177.2RMB
0MWM
61.3RFJ
97.8FC
178RFJ
4DAGS
178RMJ
71RFJ
0MWL
232.2RMJ
315.1AMH05 0720
18.9RFJ
0AMH05 0719
310.9DAGS

Properties (4)

additional_info
SC224495
custom_field_two
4
customer
LACSD
datetime
2016-01-13T03:49:00-08:00