Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 25, 2019, 07:51 AM
Date
07/25/2019
W/O
0777340
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00716
PipeID
P14821
Time
12:51 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0190R
Sewer Name
18 WORSHAM CREEK TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
11
Purpose
Maintenance Related
Project
20190723MDM_WORSHAM_CREEK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
7.5 in.
Upstream MH
18 0971
Downstream MH
18 0970
Dir. of Survey
Downstream
Length Surveyed
325.8 ft.
Total Length
325.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
4132
O&M Rating
12
Overall Index
3
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole 18 0971 to 18 0970
MH: 18 0971MH: 18 0970downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:20AM0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - MH CONN 9:00 ACTIVE0 ft. MWL - Water Level, 5 %of cross sectional area59.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN62.1 ft. RML - Roots Medium Lateral, at 10 o'clock, 5 %, within 8 inches of joint: NO62.1 ft. TBD - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: NO, 6" - ACTIVE-80% ROOTS83.8 ft. MGP - General Photograph - 15% ROOTS83.8 ft. RMB - Roots Medium Barrell, at 10 o'clock, 15 %, within 8 inches of joint: NO83.8 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - OPEN103.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN108.4 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6" - STUB161.4 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - OPEN210.9 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN277.2 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6" - OPEN305.6 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN307.9 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - OPEN322.5 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN325.1 ft. MGO - General Observation - MH CONN 9:00 ACTIVE325.8 ft. AMH - Downstream Manhole, Survey Ends - 1:50AM

Observation photos (3)

  • Roots Medium Lateral, at 10 o'clock, 5 %, within 8 inches of joint: NO

    62.1 ft. - Roots Medium Lateral, at 10 o'clock, 5 %, within 8 inches of joint: NO

  • General Photograph - 15% ROOTS

    83.8 ft. - General Photograph - 15% ROOTS

  • Roots Medium Barrell, at 10 o'clock, 15 %, within 8 inches of joint: NO

    83.8 ft. - Roots Medium Barrell, at 10 o'clock, 15 %, within 8 inches of joint: NO

All inspections of P14821Work order 0777340

Observations (20)

DistanceCodeObservation
307.9TBOPEN
83.8MGP15% ROOTS
325.1MGOMH CONN 9:00 ACTIVE
62.1RML—
0AMH1:20AM
0MWM—
103.2TBOPEN
305.6TBOPEN
59.3TBOPEN
277.2TBOPEN
322.5TBOPEN
161.4TBOPEN
108.4TBCSTUB
62.1TBDACTIVE-80% ROOTS
210.9TBOPEN
83.8RMB—
0MGOMH CONN 9:00 ACTIVE
83.8TBOPEN
325.8AMH1:50AM
0MWL—

Properties (5)

additional_info
POST ROOT EVALUATION ONLY
customer
LACSD
datetime
2019-07-25T00:51:26-07:00
documentation
MARTIN,REVELES,OLIVER 111,SHADLER
is_lateral_inspection
false