Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 8, 2016, 09:39 AM

  • 19 0059_19 0058_20160308_025823.mp4

Date
03/08/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15090
Time
1:39 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
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
19 0059
Downstream MH
19 0058
Dir. of Survey
Downstream
Length Surveyed
215.4 ft.
Total Length
215.4 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
4131
O&M Rating
97
Overall Index
2
Overall Quick
—
Overall Rating
97
Pipe schematic from manhole 19 0059 to 19 0058
MH: 19 0059MH: 19 0058downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 19 00590 ft. MGP - General Photograph - CONNECTION AT THE MH 9 O' CLOCK0 ft. MGO - General Observation - CONNECTION AT THE MH3 O' CLOCK3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start7.6 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES59.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"63.1 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"97 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 12 to 05 o'clock, , within 8 inches of joint: YES111.8 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"115.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"145.3 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 07 to 11 o'clock, , within 8 inches of joint: YES161.1 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"164.1 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"208.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"212.4 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"214 ft. ID - Infiltration Dripper, at 10 o'clock, within 8 inches of joint: YES214 ft. MWL - Water Level, 30 %of cross sectional area215.4 ft. MSA - Survey Abandoned - DUE TO HEAVY DEBRIS ON BOTTOM OF PIPE215.4 ft. DSF - Deposits Settled Fine, 25 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO215.4 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 (2)

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

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

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 12 to 05 o'clock, , within 8 inches of joint: YES

    97 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 12 to 05 o'clock, , within 8 inches of joint: YES

All inspections of P15090Work order 557873

Observations (22)

DistanceCodeObservation
115.4TBA—
0MWL—
145.3DAE—
212.4TFA—
215.4MSADUE TO HEAVY DEBRIS ON BOTTOM OF PIPE
208.5TBA—
7.6DAE—
164.1TBA—
0MWM—
111.8TBA—
0AMH19 0059
97DAE—
161.1TBA—
59.3TBA—
215.4DSF—
214ID—
214MWL—
3DAGS—
215.4DAGS—
0MGPCONNECTION AT THE MH 9 O' CLOCK
0MGOCONNECTION AT THE MH3 O' CLOCK
63.1TBA—

Properties (6)

additional_info
SC305308
custom_field_two
5
customer
LACSD
datetime
2016-03-08T01:39:32-08:00
documentation
PRO-PIPE
is_lateral_inspection
false