Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 8, 2016, 11:19 AM
  • 19 0057_19 0056_20160308_043135.mp4

Date
03/08/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15088
Time
3:19 AM
Certificate
U507-03-3386
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K3218
Sewer Name
19 ELAINE AVENUE TRUNK
City
LAKEWOOD, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
WO_557873_TV19004_2016MAR
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
19 0057
Downstream MH
19 0056
Dir. of Survey
Downstream
Length Surveyed
109.6 ft.
Total Length
109.6 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
312G
O&M Rating
85
Overall Index
2
Overall Quick
Overall Rating
85
Pipe schematic from manhole 19 0057 to 19 0056
MH: 19 0057MH: 19 0056downstream0 ft. MGO - General Observation - CONNECTION AT THE MH O' CLOCK0 ft. DAGS - Deposits Attached Grease, 20 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: YES0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 19 00574.7 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES11.8 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - WANDERING12.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start58.1 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 4"66.8 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"70.7 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"109.6 ft. DNGV - Deposits Ingress Gravel, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES109.6 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish109.6 ft. MSA - Survey Abandoned - DUE TO HEAVY DEBRIS AT BOTTOM OF PIPE109.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish

Observation photos (3)

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock,  , within 8 inches of joint: YES

    4.7 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock,  , within 8 inches of joint: YES, Start - WANDERING

    11.8 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - WANDERING

  • Survey Abandoned - DUE TO HEAVY DEBRIS AT BOTTOM OF PIPE

    109.6 ft. - Survey Abandoned - DUE TO HEAVY DEBRIS AT BOTTOM OF PIPE

Observations (15)

DistanceCodeObservation
4.7DAE
12.5DAGS
0MGOCONNECTION AT THE MH O' CLOCK
0DAGS
66.8TBA
58.1TBA
109.6DNGV
0MWM
0MWL
11.8DAEWANDERING
109.6DAE
109.6MSADUE TO HEAVY DEBRIS AT BOTTOM OF PIPE
70.7TBA
109.6DAGS
0AMH19 0057

Properties (5)

additional_info
SC305308
custom_field_two
5
customer
LACSD
datetime
2016-03-08T03:19:34-08:00
sewer_category
GRAVITY