Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 9, 2016, 08:15 AM
  • 32 1016_32 1015_20160209_012825.mp4

Date
02/09/2016
W/O
547104
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00841
PipeID
P19464
Time
12:15 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K3096
Sewer Name
32 SOLEDAD CANYON TRUNK, SECTS 1,2,3,&4
City
SANTA CLARITA
Loc. details
Main Highway - Suburban/Rural
Location Code
B
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
05
Purpose
Routine Assessment
Project
WO_547104_TV32025_JAN2016
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Upstream MH
32 1016
Downstream MH
32 1015
Dir. of Survey
Downstream
Length Surveyed
355.3 ft.
Total Length
355.3 ft.
Structural Index
3
Structural Quick
3M00
Structural Rating
207
O&M Index
2
O&M Quick
2[16
O&M Rating
288
Overall Index
2
Overall Quick
Overall Rating
495
Pipe schematic from manhole 32 1016 to 32 1015
MH: 32 1016MH: 32 1015downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start0 ft. AMH - Upstream Manhole, Survey Begins - 32 10162 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start7 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SPORADICALLY26.6 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YESR31.7 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YESR88 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YESR327.7 ft. RFJ - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR333.1 ft. RFJ - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YESR338.2 ft. RFJ - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YESR352.9 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish352.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish352.9 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish355.3 ft. AMH - Downstream Manhole, Survey Ends - 32 1015

Observation photos (9)

  • 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

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

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

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SPORADICALLY

    7 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SPORADICALLY

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

    26.6 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YESR

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

    31.7 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YESR

    88 ft. - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR

    327.7 ft. - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR

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

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

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

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

Observations (16)

DistanceCodeObservation
352.9CM
0MWL
7CMSPORADICALLY
327.7RFJ
31.7RFJ
26.6RFJ
0MWM
0DAGS
88RFJ
355.3AMH32 1015
2DAE
333.1RFJ
352.9DAGS
0AMH32 1016
338.2RFJ
352.9DAE

Properties (5)

additional_info
SC225474
custom_field_two
3
customer
LACSD
datetime
2016-02-09T00:15:33-08:00
sewer_category
GRAVITY