Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 8, 2017, 10:14 AM

  • 05 1349_05 1348 _11082017_021438.mp4

Date
11/08/2017
W/O
668908
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00444
PipeID
P06566
Time
2:14 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5213
Sewer Name
05 GARDENA PUMP TRUNK
City
GARDENA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
21
Purpose
Routine Assessment
Project
WO_668908_TV05031_NOV2017
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
05 1349
Downstream MH
05 1348
Dir. of Survey
Downstream
Length Surveyed
332 ft.
Total Length
332 ft.
Structural Index
3
Structural Quick
3200
Structural Rating
6
O&M Index
3
O&M Quick
3B29
O&M Rating
64
Overall Index
3
Overall Quick
—
Overall Rating
70
Pipe schematic from manhole 05 1349 to 05 1348
MH: 05 1349MH: 05 1348downstream0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 05 13492 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start26.9 ft. MGO - General Observation - MAG COATING 50%102.2 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"104.3 ft. RFJ - Roots Fine Joint, at 01 o'clock, within 8 inches of joint: YESR199.4 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"250.6 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"254.1 ft. RMJ - Roots Medium Joint, from 10 to 02 o'clock, 10 %, within 8 inches of joint: YESR, Start278.9 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS326.1 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish328.3 ft. RMJ - Roots Medium Joint, from 10 to 02 o'clock, 10 %, within 8 inches of joint: YESR, Finish329.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish332 ft. AMH - Downstream Manhole, Survey Ends - 05 1348

Observation photos (4)

  • 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

  • Roots Fine Joint, at 01 o'clock, within 8 inches of joint: YESR

    104.3 ft. - Roots Fine Joint, at 01 o'clock, within 8 inches of joint: YESR

  • Roots Medium Joint, from 10 to 02 o'clock, 10 %, within 8 inches of joint: YESR, Start

    254.1 ft. - Roots Medium Joint, from 10 to 02 o'clock, 10 %, within 8 inches of joint: YESR, Start

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS

    278.9 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS

All inspections of P06566Work order 668908

Observations (16)

DistanceCodeObservation
0MWL—
250.6TF—
104.3RFJ—
278.9DSZDEBRIS
332AMH05 1348
199.4TFA—
2SAP—
326.1DSZ—
102.2TFA—
328.3RMJ—
0MWM—
329.3SAP—
0MGOCONNECTION AT MH 9 O'CLOCK
254.1RMJ—
26.9MGOMAG COATING 50%
0AMH05 1349

Properties (6)

additional_info
SC346084
custom_field_two
2
customer
LACSD
datetime
2017-11-08T02:14:02-08:00
documentation
PRO PIPE
is_lateral_inspection
false