Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 4, 2015, 09:17 AM

  • 30 0144_30 0143_20151204_023531_.mpg

Date
12/04/2015
W/O
536532
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00878
PipeID
P17849
Time
1:17 AM
Certificate
1235
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K2957
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
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Other
Height
18 in.
Upstream MH
30 0144
Downstream MH
30 0143
Dir. of Survey
Downstream
Length Surveyed
141.4 ft.
Total Length
141.4 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
3D11
O&M Rating
82
Overall Index
3
Overall Quick
—
Overall Rating
82
Pipe schematic from manhole 30 0144 to 30 0143
MH: 30 0144MH: 30 0143downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 30 01443 ft. DAGS - Deposits Attached Grease, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start26 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 4"26 ft. RFL - Roots Fine Lateral, at 10 o'clock62.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6"64.9 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6"138.3 ft. DAGS - Deposits Attached Grease, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish141 ft. MGO - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK141.4 ft. AMH - Downstream Manhole, Survey Ends - 30 0143

Observation photos (5)

  • Deposits Attached Grease, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    3 ft. - Deposits Attached Grease, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 4"

    26 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 4"

  • Roots Fine Lateral, at 10 o'clock

    26 ft. - Roots Fine Lateral, at 10 o'clock

  • Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6"

    62.2 ft. - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6"

  • General Observation - CONNECTION AT MANHOLE 3 O'CLOCK

    141 ft. - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK

All inspections of P17849Work order 536532

Observations (11)

DistanceCodeObservation
26TB—
64.9TF—
0MWL—
0MWM—
26RFL—
141.4AMH30 0143
3DAGS—
138.3DAGS—
141MGOCONNECTION AT MANHOLE 3 O'CLOCK
0AMH30 0144
62.2TFC—

Properties (6)

additional_info
SC205554
custom_field_two
3
customer
LACSD
datetime
2015-12-04T01:17:56-08:00
documentation
PRO PIPE
is_lateral_inspection
false