Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 23, 2019, 08:26 AM
  • Section#3_18 0971_18 0970__7232019__I0186R.mp4

Date
07/23/2019
W/O
0777340
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00716
PipeID
P14821
Time
1:26 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
I0186R
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
7.519999980926514 in.
Upstream MH
18 0971
Downstream MH
18 0970
Dir. of Survey
Downstream
Length Surveyed
325.6 ft.
Total Length
325.6 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
5132
O&M Rating
14
Overall Index
3
Overall Quick
Overall Rating
14
Pipe schematic from manhole 18 0971 to 18 0970
MH: 18 0971MH: 18 0970downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:20AM0 ft. MGO - General Observation - MH CONN ACTIVE 9:000 ft. MWL - Water Level, 5 %of cross sectional area60 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN62.4 ft. RML - Roots Medium Lateral, from 09 to 12 o'clock, 25 %, within 8 inches of joint: NO62.4 ft. TBD - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: NO, 6" - ACTIVE 80% ROOTS84.2 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - OPEN84.2 ft. RBB - Roots Ball Barrell, from 07 to 01 o'clock, 55 %, within 8 inches of joint: NO - LATERIAL OPENING109 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB161.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - OPEN211 ft. RFL - Roots Fine Lateral, from 02 to 03 o'clock - 4%211 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN278 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - OPEN306.4 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN309 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - OPEN322.9 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN325 ft. MGO - General Observation - MH CONN 9:00 ACTIVE325.6 ft. AMH - Downstream Manhole, Survey Ends - 3:55AM

Observation photos (3)

  • Roots Medium Lateral, from 09 to 12 o'clock, 25 %, within 8 inches of joint: NO

    62.4 ft. - Roots Medium Lateral, from 09 to 12 o'clock, 25 %, within 8 inches of joint: NO

  • Tap Break-In Defective, at 10 o'clock, -,  , within 8 inches of joint: NO, 6" - ACTIVE 80% ROOTS

    62.4 ft. - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: NO, 6" - ACTIVE 80% ROOTS

  • Roots Ball Barrell, from 07 to 01 o'clock, 55 %, within 8 inches of joint: NO - LATERIAL OPENING

    84.2 ft. - Roots Ball Barrell, from 07 to 01 o'clock, 55 %, within 8 inches of joint: NO - LATERIAL OPENING

Observations (19)

DistanceCodeObservation
306.4TBOPEN
325.6AMH3:55AM
161.6TBOPEN
84.2TBOPEN
109TBCSTUB
309TBOPEN
84.2RBBLATERIAL OPENING
62.4RML
211RFL4%
0MWM
0AMH2:20AM
322.9TBOPEN
211TBOPEN
0MGOMH CONN ACTIVE 9:00
62.4TBDACTIVE 80% ROOTS
60TBOPEN
278TBOPEN
325MGOMH CONN 9:00 ACTIVE
0MWL

Properties (6)

additional_info
POST ROOT EVALUATION ONLY
customer
LACSD
datetime
2019-07-23T01:26:58-07:00
documentation
MARTIN,REVELES,OLIVER 111,SHADLER
is_lateral_inspection
false
lining
PVCP