Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 7, 2020, 09:51 AM

  • 32 1019_32 1018_02072020_021337.mp4

Date
02/07/2020
W/O
808159
Weather
Dry
Operator/Surveyor
S.LOPEZ
Sewer ID
Z00841
PipeID
P19467
Time
1:51 AM
Certificate
U-1111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7402
Sewer Name
32 SOLEDAD CANYON TRUNK, SECTS 1,2,3,&4
City
SANTA CLARITA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
09
Purpose
Routine Assessment
Project
RFIR_WO_808159_TV32025_JAN2020
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
32 1019
Downstream MH
32 1018
Dir. of Survey
Downstream
Length Surveyed
352.6 ft.
Total Length
352.6 ft.
Structural Index
3
Structural Quick
413M
Structural Rating
352
O&M Index
2
O&M Quick
322M
O&M Rating
147
Overall Index
2
Overall Quick
—
Overall Rating
499
Pipe schematic from manhole 32 1019 to 32 1018
MH: 32 1019MH: 32 1018downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 10190 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. CM - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start145.4 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES159.6 ft. RFJ - Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YESR206 ft. RMJ - Roots Medium Joint, from 07 to 10 o'clock, 15 %, within 8 inches of joint: YESR211.1 ft. RMJ - Roots Medium Joint, from 07 to 10 o'clock, 10 %, within 8 inches of joint: YESR349 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish350 ft. CM - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish350 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish352.6 ft. AMH - Downstream Manhole, Survey Ends - 32 1018

Observation photos (5)

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

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

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

    2 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YESR

    159.6 ft. - Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 10 o'clock, 15 %, within 8 inches of joint: YESR

    206 ft. - Roots Medium Joint, from 07 to 10 o'clock, 15 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 10 o'clock, 10 %, within 8 inches of joint: YESR

    211.1 ft. - Roots Medium Joint, from 07 to 10 o'clock, 10 %, within 8 inches of joint: YESR

All inspections of P19467Work order 808159

Observations (14)

DistanceCodeObservation
211.1RMJ—
350CM—
0MWL—
350DAGS—
0MWM—
352.6AMH32 1018
0AMH32 1019
349SSS—
0DAGS—
159.6RFJ—
145.4FM—
206RMJ—
2CM—
2SSS—

Properties (6)

additional_info
SC398791
custom_field_two
3
customer
LACSD
datetime
2020-02-07T01:51:00-08:00
documentation
PRO PIPR
is_lateral_inspection
false