Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 31, 2016, 07:18 PM

  • 19 0202_19 0201_8312016_122415.mp4

Date
08/31/2016
W/O
0591703
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00726
PipeID
P15171
Time
12:18 PM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7222
Sewer Name
19 NORWALK BOULEVARD TRUNK
City
CERRITOS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Routine Assessment
Project
20160830AM_NORWALK_BOULEVARD_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
19 0202
Downstream MH
19 0201
Dir. of Survey
Downstream
Length Surveyed
354.3 ft.
Total Length
354.3 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
4
Pipe schematic from manhole 19 0202 to 19 0201
MH: 19 0202MH: 19 0201downstream0 ft. MGO - General Observation - ACTIVE CONN. INSIDE THE MH. @ 03 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 12:23 PM0 ft. MGO - General Observation - ROACHES INSIDE THE MH.0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area7.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - POSSIBLE SCALE AS WELL59.9 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 4"178.7 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 4"260.3 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: NO261.1 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 4"352.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - POSSIBLE SCALE AS WELL352.9 ft. MGO - General Observation - ROACHES INSIDE THE MH.354.3 ft. AMH - Downstream Manhole, Survey Ends - 12:39 PM

Observation photos (5)

  • Water Level, 15 %of cross sectional area

    0 ft. - Water Level, 15 %of cross sectional area

  • Water Mark, 25 %of cross sectional area

    0 ft. - Water Mark, 25 %of cross sectional area

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - POSSIBLE SCALE AS WELL

    7.2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - POSSIBLE SCALE AS WELL

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: NO

    260.3 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: NO

  • Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 4"

    261.1 ft. - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 4"

All inspections of P15171Work order 0591703

Observations (13)

DistanceCodeObservation
0MGOACTIVE CONN. INSIDE THE MH. @ 03 O'CLOCK
352.3DAGSPOSSIBLE SCALE AS WELL
0AMH12:23 PM
7.2DAGSPOSSIBLE SCALE AS WELL
59.9TFC—
0MGOROACHES INSIDE THE MH.
261.1TFC—
260.3DAE—
352.9MGOROACHES INSIDE THE MH.
0MWL—
354.3AMH12:39 PM
178.7TFC—
0MWM—

Properties (5)

custom_field_two
4
customer
LACSD
datetime
2016-08-31T12:18:47-07:00
documentation
MIRANDA, FRANKLIN, BRAR, SHADLER
is_lateral_inspection
false