Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 2, 2021, 11:17 AM

  • 22 0292_22 0291_02022021_033815.mp4

Date
02/02/2021
W/O
870414
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00793
PipeID
P16578
Time
3:17 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8388
Sewer Name
22 CAMERON TRUNK, SECTS 1,2,&3
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
32
Purpose
Routine Assessment
Project
RFIR_WO_870414_TV22014_JAN2021
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
22 0291
Downstream MH
22 0292
Dir. of Survey
Upstream
Length Surveyed
430.2 ft.
Total Length
430.2 ft.
Structural Index
3
Structural Quick
3P2P
Structural Rating
425
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
429
Pipe schematic from manhole 22 0291 to 22 0292
MH: 22 0291MH: 22 0292upstream0 ft. MGO - General Observation - CONNECTION AT MH, 9 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Ends - 22 02921.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish1.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish6.2 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8"31 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8"169.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8"172.9 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 8"180.7 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8"307.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8"311.3 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 8"319.6 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8"319.6 ft. RBL - Roots Ball Lateral, from 11 to 08 o'clock, 85 %323.6 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 8"393 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 8"401.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8"428.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start428.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start430.2 ft. AMH - Downstream Manhole, Survey Begins - 22 0291430.2 ft. MWL - Water Level, 5 %of cross sectional area430.2 ft. MWM - Water Mark, 35 %of cross sectional area

Observation photos (3)

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

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

  • Roots Ball Lateral, from 11 to 08 o'clock, 85 %

    110.6 ft. - Roots Ball Lateral, from 11 to 08 o'clock, 85 %

All inspections of P16578Work order 870414

Observations (21)

DistanceCodeObservation
28.8TF—
2SAP—
424TF—
2SSS—
123.1TF—
0AMH22 0291
430.2MGOCONNECTION AT MH, 9 O'CLOCK
430.2AMH22 0292
260.8TF—
37.2TF—
118.9TF—
110.6TF—
428.5SSS—
249.5TF—
399.2TF—
106.6TF—
110.6RBL—
428.5SAP—
0MWL—
0MWM—
257.3TF—

Properties (6)

custom_field_three
SPALLING AGGREGATE PROJECTING
custom_field_two
3
customer
1
datetime
2021-02-02T03:17:47-08:00
documentation
PRO PIPE
is_lateral_inspection
false