Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 8, 2015, 08:39 AM

  • 30 0130_30 0129_20151208_015937_.mp4

Date
12/08/2015
W/O
536532
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00878
PipeID
P17835
Time
12:39 AM
Certificate
12345
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
k2959
Sewer Name
30 SOUTH BAY CITIES MAIN TRUNK
City
REDONDO BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 30
Page No.
07
Purpose
Routine Assessment
Project
WO_536532_TV30036_NOV2015
Material
Vitrified Clay Pipe
Shape
Other
Height
18 in.
Upstream MH
30 0130
Downstream MH
30 0129
Dir. of Survey
Downstream
Length Surveyed
305.1 ft.
Total Length
305.1 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
423J
O&M Rating
182
Overall Index
3
Overall Quick
—
Overall Rating
182
Pipe schematic from manhole 30 0130 to 30 0129
MH: 30 0130MH: 30 0129downstream0 ft. AMH - Upstream Manhole, Survey Begins - 30 01300 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area19.5 ft. DAGS - Deposits Attached Grease, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start139.5 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"192.6 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: YES195.8 ft. RFJ - Roots Fine Joint, from 07 to 09 o'clock, within 8 inches of joint: YESR212.9 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"227.5 ft. DAGS - Deposits Attached Grease, 30 %of cross sectional area, from 03 to 08 o'clock, , within 8 inches of joint: YES228.3 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6"302 ft. DAGS - Deposits Attached Grease, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish304.5 ft. MGO - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK305.1 ft. AMH - Downstream Manhole, Survey Ends - 30 0129
All inspections of P17835Work order 536532

Observations (13)

DistanceCodeObservation
139.5TFC—
227.5DAGS—
0AMH30 0130
302DAGS—
19.5DAGS—
304.5MGOCONNECTION AT MANHOLE 3 O'CLOCK
192.6DAGS—
195.8RFJ—
305.1AMH30 0129
0MWM—
0MWL—
228.3TB—
212.9TFC—

Properties (5)

additional_info
SC205556
custom_field_two
4
customer
LACSD
datetime
2015-12-08T00:39:53-08:00
sewer_category
GRAVITY