Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 28, 2021, 03:01 PM

  • 15 0239_15 0238_05282021_081736.mp4

Date
05/28/2021
W/O
890822
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00627
PipeID
P12161
Time
8:01 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8970
Sewer Name
15 SAN JOSE CREEK TRUNK
City
HACIENDA HEIGHTS
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
34
Purpose
Routine Assessment
Project
WO_890822_TV15001_MAY2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
15 0239
Downstream MH
15 0238
Dir. of Survey
Downstream
Length Surveyed
436 ft.
Total Length
436.1 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
4
O&M Quick
5222
O&M Rating
14
Overall Index
3
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 15 0239 to 15 0238
MH: 15 0239MH: 15 0238downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 15 02390 ft. MWL - Water Level, 15 %of cross sectional area2.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start2.9 ft. MGO - General Observation - MAG COAT205.3 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 8"290.2 ft. IG - Infiltration Gusher, at 04 o'clock, within 8 inches of joint: YES304.9 ft. IG - Infiltration Gusher, at 04 o'clock, within 8 inches of joint: YES353.7 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES436.1 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish436.1 ft. AMH - Downstream Manhole, Survey Ends - 15 0238

Observation photos (6)

  • Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

    2.9 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

  • General Observation - MAG COAT

    2.9 ft. - General Observation - MAG COAT

  • Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 8"

    205.3 ft. - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 8"

  • Infiltration Gusher, at 04 o'clock, within 8 inches of joint: YES

    290.2 ft. - Infiltration Gusher, at 04 o'clock, within 8 inches of joint: YES

  • Infiltration Gusher, at 04 o'clock, within 8 inches of joint: YES

    304.9 ft. - Infiltration Gusher, at 04 o'clock, within 8 inches of joint: YES

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    353.7 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

All inspections of P12161Work order 890822

Observations (11)

DistanceCodeObservation
304.9IG—
290.2IG—
0MWM—
436.1SAV—
353.7DAE—
0AMH15 0239
436.1AMH15 0238
2.9SAV—
205.3TBC—
2.9MGOMAG COAT
0MWL—

Properties (6)

custom_field_three
AGGREGATE PROJECTING
custom_field_two
3
customer
1
datetime
2021-05-28T08:01:25-07:00
documentation
PRO PIPE
is_lateral_inspection
false