Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 15, 2021, 09:14 AM

  • 22 0393_22 0392_11152021_012807.mp4

Date
11/15/2021
W/O
921606
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00831
PipeID
P16727
Time
1:14 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9497
Sewer Name
22 WALNUT CREEK TRUNK, SECTION 3
City
COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
33
Purpose
Routine Assessment
Project
RFIR_WO_921606_TV22065_NOV2021
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
22 0393
Downstream MH
22 0392
Dir. of Survey
Downstream
Length Surveyed
307.6 ft.
Total Length
307.6 ft.
Structural Index
3
Structural Quick
423K
Structural Rating
293
O&M Index
2
O&M Quick
2K12
O&M Rating
124
Overall Index
2
Overall Quick
—
Overall Rating
417
Pipe schematic from manhole 22 0393 to 22 0392
MH: 22 0393MH: 22 0392downstream0 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 22 03930 ft. MWL - Water Level, 5 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start40 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start51.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start249.8 ft. RFJ - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR254.3 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR305.4 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish305.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish305.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish305.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish307.6 ft. AMH - Downstream Manhole, Survey Ends - 22 0392

Observation photos (5)

  • 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 Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

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

  • Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR

    249.8 ft. - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR

    254.3 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR

All inspections of P16727Work order 921606

Observations (14)

DistanceCodeObservation
0MWM—
2DAGS—
305.4FM—
305.4DAGS—
305.4SSS—
307.6AMH22 0392
254.3RFJ—
0AMH22 0393
249.8RFJ—
40FM—
0MWL—
2SAP—
305.4SAP—
51.2SSS—

Properties (7)

additional_info
630069111521001
custom_field_three
SPALLING/PROJECTING AGG./FRACTRNG.
custom_field_two
2
customer
1
datetime
2021-11-15T01:14:16-08:00
documentation
PRO PIPE
is_lateral_inspection
false