Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 22, 2016, 06:06 AM

  • 18 0404_18 0403_20160321_232526.mp4

Date
03/21/2016
W/O
557858
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00699
PipeID
P14239
Time
11:06 PM
Certificate
U-507-03-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3230
Sewer Name
18 SANTA FE STREET RELIEF TRUNK
City
WHITTIER, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
WO_557858_TV18044_2016MAR
Material
NRCP
Shape
Circular
Height
18 in.
Upstream MH
18 0404
Downstream MH
18 0403
Dir. of Survey
Downstream
Length Surveyed
419.8 ft.
Total Length
419.8 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
1
O&M Quick
2112
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 18 0404 to 18 0403
MH: 18 0404MH: 18 0403downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 04042 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAGNEZIUM H.O. START 30%7.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start108.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"165.9 ft. RFJ - Roots Fine Joint, at 03 o'clock, within 8 inches of joint: YES172.3 ft. RPL - Repair Localized Liner, within 8 inches of joint: YES - LINER182.3 ft. SAPC - Surface Aggregate Projecting Chemical, from 09 to 03 o'clock, within 8 inches of joint: YES, Start182.3 ft. RFJ - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES416.5 ft. SAPC - Surface Aggregate Projecting Chemical, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish416.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish416.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish419.8 ft. AMH - Downstream Manhole, Survey Ends - 18 0403

Observation photos (7)

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

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

  • General Observation - MAGNEZIUM H.O. START 30%

    2 ft. - General Observation - MAGNEZIUM H.O. START 30%

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    7.5 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"

    108.3 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"

  • Repair Localized Liner, within 8 inches of joint: YES - LINER

    172.3 ft. - Repair Localized Liner, within 8 inches of joint: YES - LINER

  • Surface Aggregate Projecting Chemical, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    182.3 ft. - Surface Aggregate Projecting Chemical, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES

    182.3 ft. - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES

All inspections of P14239Work order 557858

Observations (15)

DistanceCodeObservation
416.5SAPC—
2DAGS—
7.5SSS—
182.3SAPC—
0MWL—
165.9RFJ—
0MWM—
0AMH18 0404
2MGOMAGNEZIUM H.O. START 30%
416.5SSS—
416.5DAGS—
419.8AMH18 0403
172.3RPLLINER
182.3RFJ—
108.3TBA—

Properties (5)

additional_info
SC305321
custom_field_two
2
customer
LACSD
datetime
2016-03-21T23:06:30-07:00
sewer_category
GRAVITY