Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 24, 2016, 11:27 AM

  • 32 0081_32 0080_24052016_042830.mp4

Date
05/24/2016
W/O
574354
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00889
PipeID
P19844
Time
4:27 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3508
Sewer Name
32 RYE CANYON TRUNK
City
SANTA CLARITA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
04
Purpose
Routine Assessment
Project
WO_574354_TV32020_JUNE2016
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
32 0081
Downstream MH
32 0080
Dir. of Survey
Downstream
Length Surveyed
563.7 ft.
Total Length
563.7 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
2_00
O&M Rating
322
Overall Index
2
Overall Quick
—
Overall Rating
324
Pipe schematic from manhole 32 0081 to 32 0080
MH: 32 0081MH: 32 0080downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 00812 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start7.9 ft. CL - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES108.6 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES126.2 ft. RPL - Repair Localized Liner, within 8 inches of joint: YES, Start145 ft. RPL - Repair Localized Liner, within 8 inches of joint: YES, Finish309.4 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 07 to 04 o'clock, , within 8 inches of joint: YES316.4 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start558.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish558.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish558.1 ft. MMC - Material Change, Other (state in comments) - RCP563.7 ft. AMH - Downstream Manhole, Survey Ends - 32 0080

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

  • Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES

    7.9 ft. - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES

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

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

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

    126.2 ft. - Repair Localized Liner, within 8 inches of joint: YES, Start

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 07 to 04 o'clock, , within 8 inches of joint: YES

    309.4 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 07 to 04 o'clock, , within 8 inches of joint: YES

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

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

  • Material Change, Other (state in comments) - RCP

    558.1 ft. - Material Change, Other (state in comments) - RCP

All inspections of P19844Work order 574354

Observations (14)

DistanceCodeObservation
558.1DAGS—
7.9CL—
0MWL—
316.4DAE—
0MWM—
0AMH32 0081
126.2RPL—
108.6DAE—
2DAGS—
309.4DAE—
563.7AMH32 0080
145RPL—
558.1DAE—
558.1MMCRCP

Properties (4)

additional_info
SC305638
custom_field_two
4
customer
LACSD
datetime
2016-05-24T04:27:16-07:00