Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 24, 2018, 05:46 AM
  • 18 0088_18 0087 _23072018_230312.mpg

Date
07/23/2018
W/O
716712
Weather
Dry
Operator/Surveyor
E.RUIZ
Sewer ID
Z00698
PipeID
P13907
Time
10:46 PM
Certificate
U-715-07000753
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K5321
Sewer Name
18 SANTA FE STREET TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
WO_716712_TV18177_JUL2018
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
18 0088
Downstream MH
18 0087
Dir. of Survey
Downstream
Length Surveyed
222.8 ft.
Total Length
222.8 ft.
Structural Index
3
Structural Quick
413H
Structural Rating
136
O&M Index
3
O&M Quick
4123
O&M Rating
10
Overall Index
3
Overall Quick
Overall Rating
146
Pipe schematic from manhole 18 0088 to 18 0087
MH: 18 0088MH: 18 0087downstream0 ft. AMH - Upstream Manhole, Survey Begins - 18 00880 ft. MWL - Water Level, 35 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK2.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start6.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES9.4 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES50.1 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: YES, 6"50.1 ft. MWLS - Water Level, Sag in pipe, 55 %of cross sectional area99.9 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - UNKNOWN DEBRIS IN LINE151.6 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: YES, 6"220.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish222.8 ft. AMH - Downstream Manhole, Survey Ends - 18 0087

Observation photos (3)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.6 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock,  , within 8 inches of joint: YES

    6.2 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock,  , within 8 inches of joint: YES

    9.4 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES

Observations (13)

DistanceCodeObservation
220.4SAP
6.2DAE
99.9DSZUNKNOWN DEBRIS IN LINE
50.1TFC
9.4DAE
50.1MWLS
151.6TFC
222.8AMH18 0087
0AMH18 0088
0MWL
0MWM
0MGOCONNECTION AT MH 3 O'CLOCK
2.6SAP

Properties (5)

custom_field_two
2
customer
LACSD
datetime
2018-07-23T22:46:25-07:00
documentation
PROPIPE
is_lateral_inspection
false