Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 19, 2019, 03:26 PM

  • 22 0379_22 0378 _12162019_105626.mp4

Date
11/19/2019
W/O
798663
Weather
Dry
Operator/Surveyor
E. RUIZ
Sewer ID
Z00831
PipeID
P16712
Time
7:26 AM
Certificate
U-116-07001919
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7204
Sewer Name
22 WALNUT CREEK TRUNK, SECTION 3
City
COVINA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
33
Purpose
Routine Assessment
Project
WO_798663_TV22066_NOV2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Width
21 in.
Upstream MH
22 0378
Downstream MH
22 0379
Dir. of Survey
Upstream
Length Surveyed
378.6 ft.
Total Length
378.6 ft.
Structural Index
3
Structural Quick
3N2N
Structural Rating
375
O&M Index
2
O&M Quick
2800
O&M Rating
16
Overall Index
2
Overall Quick
—
Overall Rating
391
Pipe schematic from manhole 22 0378 to 22 0379
MH: 22 0378MH: 22 0379upstream0 ft. AMH - Upstream Manhole, Survey Ends - 22 03792.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish3.1 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish90.6 ft. MWL - Water Level, 25 %of cross sectional area100.2 ft. LR - Alignment Right, 20 %, Finish139 ft. LR - Alignment Right, 20 %, Start165.1 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4", 6"376.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start376.6 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start376.6 ft. MGO - General Observation - 65% MAG COATING THROUGH OUT378.6 ft. MWL - Water Level, 25 %of cross sectional area378.6 ft. MWM - Water Mark, 30 %of cross sectional area378.6 ft. AMH - Downstream Manhole, Survey Begins - 22 0378

Observation photos (8)

  • Water Level, 25 %of cross sectional area

    0 ft. - Water Level, 25 %of cross sectional area

  • Water Mark, 30 %of cross sectional area

    0 ft. - Water Mark, 30 %of cross sectional area

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

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

  • General Observation - 65% MAG COATING THROUGH OUT

    2 ft. - General Observation - 65% MAG COATING THROUGH OUT

  • Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4", 6"

    213.5 ft. - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4", 6"

  • Alignment Right, 20 %, Start

    239.6 ft. - Alignment Right, 20 %, Start

  • Water Level, 25 %of cross sectional area

    288 ft. - Water Level, 25 %of cross sectional area

  • Upstream Manhole, Survey Ends - 22 0379

    378.6 ft. - Upstream Manhole, Survey Ends - 22 0379

All inspections of P16712Work order 798663

Observations (13)

DistanceCodeObservation
0MWL—
0MWM—
0AMH22 0378
288MWL—
2SSS—
2SAV—
378.6AMH22 0379
376SSS—
278.4LR—
375.5SAV—
213.5TBA—
2MGO65% MAG COATING THROUGH OUT
239.6LR—

Properties (5)

custom_field_two
3
customer
LACSD
datetime
2019-11-19T07:26:15-08:00
documentation
PRO PIPE
is_lateral_inspection
false