Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 31, 2017, 09:06 AM

  • 18 0609_18 0608 __31102017_020707.mp4

Date
10/31/2017
W/O
668742
Weather
Dry
Operator/Surveyor
JUAN B
Sewer ID
Z00688
PipeID
P14459
Time
2:06 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K5162
Sewer Name
18 MARQUARDT AVENUE TRUNK
City
SANTA FE SPRINGS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
35
Purpose
Routine Assessment
Project
WO_668742_TV18028_NOV2017
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Width
21 in.
Upstream MH
18 0609
Downstream MH
18 0608
Dir. of Survey
Downstream
Length Surveyed
437.1 ft.
Total Length
437.1 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2611
O&M Rating
13
Overall Index
2
Overall Quick
—
Overall Rating
13
Pipe schematic from manhole 18 0609 to 18 0608
MH: 18 0609MH: 18 0608downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 06090 ft. MWM - Water Mark, 35 %of cross sectional area2.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start178.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES179.5 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"235.4 ft. TBC - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"235.4 ft. ISGT - Intruding Sealing Grout, 10 %of cross sectional area, from 11 to 01 o'clock - CONNECTION293.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: NO293.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"339.1 ft. TBC - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"357 ft. LR - Alignment Right, 10 %, Start378.3 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"425.4 ft. LR - Alignment Right, 10 %, Finish435.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish437.1 ft. AMH - Downstream Manhole, Survey Ends - 18 0608

Observation photos (5)

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

    2.1 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 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

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

  • Intruding Sealing Grout, 10 %of cross sectional area, from 11 to 01 o'clock - CONNECTION

    235.4 ft. - Intruding Sealing Grout, 10 %of cross sectional area, from 11 to 01 o'clock - CONNECTION

  • Deposits Attached Grease, 5 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: NO

    293.6 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: NO

  • Alignment Right, 10 %, Start

    357 ft. - Alignment Right, 10 %, Start

All inspections of P14459Work order 668742

Observations (16)

DistanceCodeObservation
0MWL—
357LR—
378.3TB—
437.1AMH18 0608
293.6DAGS—
0AMH18 0609
235.4TBC—
0MWM—
435.6DAGS—
235.4ISGTCONNECTION
179.5TB—
2.1DAGS—
425.4LR—
178.2DAGS—
339.1TBC—
293.6TB—

Properties (5)

additional_info
SC350362
custom_field_two
4
customer
LACSD
datetime
2017-10-31T02:06:31-07:00
sewer_category
Gravity