Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 14, 2016, 09:13 AM

  • 32 1199_32 1198_14042016_021428.mp4

Date
04/14/2016
W/O
563392
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00843
PipeID
P19653
Time
2:13 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3316
Sewer Name
32 SOLEDAD CANYON RELIEF TRUNK
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_563392_TV32023_APRIL2016
Sewer Type
GRAVITY
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
32 1199
Downstream MH
32 1198
Dir. of Survey
Downstream
Length Surveyed
36.3 ft.
Total Length
36.3 ft.
Structural Index
3
Structural Quick
3200
Structural Rating
6
O&M Index
2
O&M Quick
3122
O&M Rating
8
Overall Index
2
Overall Quick
—
Overall Rating
14
Pipe schematic from manhole 32 1199 to 32 1198
MH: 32 1199MH: 32 1198downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 11992 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 - MAG COATING 80%7.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start17.8 ft. RMJ - Roots Medium Joint, from 07 to 11 o'clock, 15 %, within 8 inches of joint: YESR26.6 ft. RFJ - Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YESR29.8 ft. MWL - Water Level, 50 %of cross sectional area36.3 ft. MWL - Water Level, 60 %of cross sectional area36.3 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish36.3 ft. MSA - Survey Abandoned - HIGH WATER LEVEL.36.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish

Observation photos (6)

  • 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

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

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

  • Roots Medium Joint, from 07 to 11 o'clock, 15 %, within 8 inches of joint: YESR

    17.8 ft. - Roots Medium Joint, from 07 to 11 o'clock, 15 %, within 8 inches of joint: YESR

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

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

  • Water Level, 50 %of cross sectional area

    29.8 ft. - Water Level, 50 %of cross sectional area

  • Survey Abandoned - HIGH WATER LEVEL.

    36.3 ft. - Survey Abandoned - HIGH WATER LEVEL.

All inspections of P19653Work order 563392

Observations (13)

DistanceCodeObservation
29.8MWL—
36.3MWL—
7.4SAV—
36.3SAV—
0MWM—
17.8RMJ—
26.6RFJ—
2DAGS—
0MWL—
0AMH32 1199
36.3MSAHIGH WATER LEVEL.
36.3DAGS—
2MGOMAG COATING 80%

Properties (6)

additional_info
SC305443
custom_field_two
5
customer
LACSD
datetime
2016-04-14T02:13:58-07:00
is_lateral_inspection
false
year_laid
19730727