Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 3, 2019, 12:04 PM

  • Section#3_17 0026_17 0025__1032019__I0261R.mp4

Date
10/03/2019
W/O
0793127
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00668
PipeID
P21487
Time
5:04 AM
Certificate
1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0261R
Sewer Name
17 DISTRICT #17 MAIN TRUNK
City
PASADENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 17
Page No.
06
Purpose
Maintenance Related
Project
20191003MDM_DISTRICT_17_MAIN_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Upstream MH
17 0026
Downstream MH
17 0025
Dir. of Survey
Downstream
Length Surveyed
397.8 ft.
Total Length
397.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
4233
O&M Rating
21
Overall Index
2
Overall Quick
—
Overall Rating
21
Pipe schematic from manhole 17 0026 to 17 0025
MH: 17 0026MH: 17 0025downstream0 ft. MGO - General Observation - MH CONN 6:00 ACTIVE0 ft. AMH - Upstream Manhole, Survey Begins - 5:15AM0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area15.5 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6", 6" - OPEN55.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN66.5 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN90.9 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - OPEN90.9 ft. RFL - Roots Fine Lateral, from 07 to 09 o'clock - 3%95.4 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE102.6 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 6" - OPEN144.6 ft. MWM - Water Mark, 70 %of cross sectional area164.2 ft. TBD - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: YES, 6" - OPEN 95% ROOTS164.2 ft. RML - Roots Medium Lateral, from 08 to 10 o'clock, 5 %, within 8 inches of joint: NO172.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN188.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - OPEN188.6 ft. RFL - Roots Fine Lateral, from 08 to 10 o'clock - 3% ROOTS217.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN217.1 ft. RFL - Roots Fine Lateral, from 02 to 04 o'clock - 3%250.6 ft. RFL - Roots Fine Lateral, from 08 to 10 o'clock - 2%250.6 ft. TBD - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: NO, 6" - OPEN 95% ROOTS258.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN279.3 ft. MWM - Water Mark, 60 %of cross sectional area311.6 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN365.7 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN397.8 ft. AMH - Downstream Manhole, Survey Ends - 5:40AM
All inspections of P21487Work order 0793127

Observations (26)

DistanceCodeObservation
90.9TBOPEN
397.8AMH5:40AM
217.1TBOPEN
0MGOMH CONN 6:00 ACTIVE
258.3TBOPEN
250.6RFL2%
250.6TBDOPEN 95% ROOTS
0AMH5:15AM
188.6TBOPEN
66.5TBOPEN
188.6RFL3% ROOTS
217.1RFL3%
55.1TBOPEN
95.4TBACTIVE
90.9RFL3%
102.6TBOPEN
164.2TBDOPEN 95% ROOTS
164.2RML—
279.3MWM—
0MWM—
311.6TBOPEN
172.3TBOPEN
365.7TBOPEN
144.6MWM—
15.5TBOPEN
0MWL—

Properties (6)

additional_info
PRE ROOT EVALUATION ONLY
customer
LACSD
datetime
2019-10-03T05:04:31-07:00
documentation
MARTIN,REVELES,OLIVER 111
is_lateral_inspection
false
lining
PVCP