Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 3, 2019, 07:05 AM

  • 32 0245_32 1339_10032019_001137.mp4

Date
10/03/2019
W/O
787483
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00887
PipeID
P26306
Time
12:05 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7027
Sewer Name
32 DISTRICT #32 MAIN TRUNK
City
SANTA CLARITA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
08
Purpose
Routine Assessment
Project
WO_787483_TV32016_SEP2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
32 0245
Downstream MH
32 1339
Dir. of Survey
Downstream
Length Surveyed
18.8 ft.
Total Length
18.8 ft.
Structural Index
3
Structural Quick
5232
Structural Rating
22
O&M Index
2
O&M Quick
2300
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
28
Pipe schematic from manhole 32 0245 to 32 1339
MH: 32 0245MH: 32 1339downstream0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK0 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 02452 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start5.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start5.5 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start15.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish15.6 ft. MGO - General Observation - STOP LOG CONNECTION AT MH 12 O'CLOCK15.6 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish15.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish15.6 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish18.8 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK18.8 ft. AMH - Downstream Manhole, Survey Ends - 32 1339

Observation photos (4)

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

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

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

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

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start

    5.5 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start

All inspections of P26306Work order 787483

Observations (15)

DistanceCodeObservation
15.6DAGS—
0MWL—
0MGOACTIVE CONNECTION AT MH 3 O'CLOCK
15.6MGOSTOP LOG CONNECTION AT MH 12 O'CLOCK
15.6SAP—
0MWM—
18.8MGOACTIVE CONNECTION AT MH 3 O'CLOCK
5.3SAP—
15.6SSS—
5.5SRV—
2SSS—
15.6SRV—
18.8AMH32 1339
0AMH32 0245
2DAGS—

Properties (6)

additional_info
SC378644
custom_field_two
2
customer
LACSD
datetime
2019-10-03T00:05:24-07:00
documentation
PRO PIPE
is_lateral_inspection
false