Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 23, 2019, 11:41 AM

  • 05 0475_05 0474_8232019_050536.mp4

Date
08/23/2019
W/O
0796503
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00526
PipeID
P05690
Time
4:41 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1253
Sewer Name
05 STRAWBERRY AVENUE TRUNK
City
HAWTHORNE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
13
Purpose
Routine Assessment
Project
20190822MDM_STRAWBERRY_AVENUE_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
10 in.
Upstream MH
05 0474
Downstream MH
05 0475
Dir. of Survey
Upstream
Length Surveyed
325.4 ft.
Total Length
325.4 ft.
Structural Index
2
Structural Quick
392B
Structural Rating
53
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
57
Pipe schematic from manhole 05 0474 to 05 0475
MH: 05 0474MH: 05 0475upstream0 ft. AMH - Upstream Manhole, Survey Ends - 5:50AM STOPLOG IN PLACE10.8 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SL16.3 ft. FC - Fracture Circumferential, from 01 to 05 o'clock, within 8 inches of joint: YES - SL27.5 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open40.4 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6" - Open56.8 ft. FC - Fracture Circumferential, from 09 to 02 o'clock, within 8 inches of joint: YES - H59.4 ft. FL - Fracture Longitudinal, at 01 o'clock, within 8 inches of joint: YES - H59.4 ft. FL - Fracture Longitudinal, at 11 o'clock, within 8 inches of joint: YES - H64.6 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES - H81.2 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - SL85.2 ft. FC - Fracture Circumferential, from 11 to 02 o'clock, within 8 inches of joint: YES - H92.4 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - SL99.9 ft. FC - Fracture Circumferential, from 01 to 02 o'clock, within 8 inches of joint: YES - H105.7 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - H112 ft. MWL - Water Level, 0 %of cross sectional area - NO FLOW STOPLOG UPSTREAM119.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active125.8 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES - H141.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish141.1 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H141.1 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H148.9 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - H158.8 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SL162.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active206.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open249.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open268.6 ft. FC - Fracture Circumferential, from 08 to 03 o'clock, within 8 inches of joint: YES - SL281.4 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SL286.4 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H286.4 ft. FC - Fracture Circumferential, from 08 to 11 o'clock, within 8 inches of joint: YES - SL290 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active305.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start311.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - SLUDGE319.4 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, - SLIGHT322.4 ft. FC - Fracture Circumferential, from 08 to 01 o'clock, within 8 inches of joint: YES - SLIGHT325.4 ft. MWL - Water Level, 2 %of cross sectional area - STOPLOG INPLACE UPSTREAM325.4 ft. AMH - Downstream Manhole, Survey Begins - 5:05AM325.4 ft. MGO - General Observation - Conn. @ Mh, 6 O' Clock. Active325.4 ft. MWM - Water Mark, 20 %of cross sectional area

Observation photos (4)

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

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

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

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

  • Water Level, 0 %of cross sectional area - NO FLOW STOPLOG UPSTREAM

    213.4 ft. - Water Level, 0 %of cross sectional area - NO FLOW STOPLOG UPSTREAM

  • Upstream Manhole, Survey Ends - 5:50AM STOPLOG IN PLACE

    325.4 ft. - Upstream Manhole, Survey Ends - 5:50AM STOPLOG IN PLACE

All inspections of P05690Work order 0796503

Observations (38)

DistanceCodeObservation
13.9DSZSLUDGE
6FLSLIGHT
0MWLSTOPLOG INPLACE UPSTREAM
225.5FCH
184.3DAGS—
240.2FCH
35.4TFActive
166.6FCSL
199.6FLH
39FLH
309.1FCSL
19.7DAGS—
163TFActive
219.7FCH
44FCSL
266FLH
213.4MWLNO FLOW STOPLOG UPSTREAM
56.8FCSL
297.9TFOpen
260.8FLH
176.5FCH
233FCSL
206.3TFActive
0AMH5:05AM
266FLH
0MGOConn. @ Mh, 6 O' Clock. Active
184.3FLH
76.3TFOpen
184.3FCH
39FCSL
325.4AMH5:50AM STOPLOG IN PLACE
119.3TFOpen
285TFOpen
3FCSLIGHT
314.6FLSL
268.6FCH
0MWM—
244.2FLSL

Properties (6)

custom_field_three
SLIGHT & HAIRLINE FRACTURES
custom_field_two
3
customer
LACSD
datetime
2019-08-23T04:41:25-07:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false