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
Sewer Type
GRAVITY
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 (4)

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