Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 22, 2020, 07:13 AM

  • 18 0971A_18 0986_10222020_015717.mp4

Date
10/22/2020
W/O
0855366
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00716
PipeID
P14823
Time
12:13 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1594R
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
20201021MDM_WORSHAM_CREEK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
7.5 in.
Upstream MH
18 0986
Downstream MH
18 0971A
Dir. of Survey
Upstream
Length Surveyed
291.3 ft.
Total Length
291.3 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
3912
O&M Rating
29
Overall Index
3
Overall Quick
—
Overall Rating
29
Pipe schematic from manhole 18 0986 to 18 0971A
MH: 18 0986MH: 18 0971Aupstream0 ft. MSA - Survey Abandoned - ROOT EVALUATION COMPLETE39.6 ft. TBD - Tap Break-In Defective, at 01 o'clock, -, , within 8 inches of joint: NO, 6" - Open-30% ROOTS42.4 ft. RFC - Roots Fine Connection, from 01 to 02 o'clock, within 8 inches of joint: NO - 4%42.4 ft. TBD - Tap Break-In Defective, at 01 o'clock, -, , within 8 inches of joint: NO, 6" - Open-99% ROOTS92.9 ft. TBD - Tap Break-In Defective, at 01 o'clock, -, , within 8 inches of joint: NO, 6" - Active-99% ROOTS93.2 ft. RMC - Roots Medium Connection, from 01 to 08 o'clock, 45 %, within 8 inches of joint: NO147.2 ft. TBD - Tap Break-In Defective, at 01 o'clock, -, , within 8 inches of joint: NO, 6" - Open-99% ROOTS147.7 ft. RMC - Roots Medium Connection, from 01 to 04 o'clock, 10 %, within 8 inches of joint: NO193.7 ft. TBD - Tap Break-In Defective, at 01 o'clock, -, , within 8 inches of joint: NO, 6" - Open-99% ROOTS193.7 ft. RMC - Roots Medium Connection, from 01 to 02 o'clock, 5 %, within 8 inches of joint: NO243.7 ft. TBD - Tap Break-In Defective, at 01 o'clock, -, , within 8 inches of joint: NO, 6" - Open-30% ROOTS244.1 ft. RFC - Roots Fine Connection, from 01 to 03 o'clock, within 8 inches of joint: NO - 1%291.3 ft. MWM - Water Mark, 20 %of cross sectional area291.3 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active291.3 ft. MWL - Water Level, 5 %of cross sectional area291.3 ft. AMH - Downstream Manhole, Survey Begins - 1:55AM

Observation photos (2)

  • Roots Medium Connection, from 01 to 04 o'clock, 10 %, within 8 inches of joint: NO

    143.6 ft. - Roots Medium Connection, from 01 to 04 o'clock, 10 %, within 8 inches of joint: NO

  • Roots Medium Connection, from 01 to 08 o'clock, 45 %, within 8 inches of joint: NO

    198.1 ft. - Roots Medium Connection, from 01 to 08 o'clock, 45 %, within 8 inches of joint: NO

All inspections of P14823Work order 0855366

Observations (16)

DistanceCodeObservation
248.9RFC4%
97.6TBDOpen-99% ROOTS
0MWM—
0MGOConn. @ Mh, 3 O' Clock. Active
0MWL—
198.4TBDActive-99% ROOTS
248.9TBDOpen-99% ROOTS
0AMH1:55AM
47.6TBDOpen-30% ROOTS
198.1RMC—
143.6RMC—
97.6RMC—
47.2RFC1%
251.7TBDOpen-30% ROOTS
291.3MSAROOT EVALUATION COMPLETE
144.1TBDOpen-99% ROOTS

Properties (5)

additional_info
POST ROOT EVALUATION ONLY
customer
LACSD
datetime
2020-10-22T00:13:27-07:00
documentation
MARTIN,OLIVER 111,CASTILLO,RUVALCABA
is_lateral_inspection
false