Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 10, 2016, 10:38 AM

  • 19 0053_19 0052_20160310_035144.mp4

Date
03/10/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15084
Time
2:38 AM
Certificate
U507-03-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3221
Sewer Name
19 ELAINE AVENUE TRUNK
City
LAKEWOOD, CA
Loc. details
Easement/Right of Way
Location Code
D
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 0052
Downstream MH
19 0053
Dir. of Survey
Upstream
Length Surveyed
299.7 ft.
Total Length
299.7 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2600
O&M Rating
12
Overall Index
2
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole 19 0052 to 19 0053
MH: 19 0052MH: 19 0053upstream0 ft. AMH - Upstream Manhole, Survey Ends - 19 00537.8 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"11.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS48 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4"51.5 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS94.5 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"99.4 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS144.2 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"145.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4"191.7 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS194.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"239.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"243.7 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"299.7 ft. MWM - Water Mark, 30 %of cross sectional area299.7 ft. MGO - General Observation - LATERAL AT MH 9 OCLOCK299.7 ft. MWL - Water Level, 15 %of cross sectional area299.7 ft. AMH - Downstream Manhole, Survey Begins - 19 0052

Observation photos (2)

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS

    108 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS

    288.2 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS

All inspections of P15084Work order 557873

Observations (17)

DistanceCodeObservation
108TBAW/ MINERAL DEPOSITS
288.2TBAW/ MINERAL DEPOSITS
56TBC—
0MWM—
0MGOLATERAL AT MH 9 OCLOCK
251.7TBA—
59.9TBA—
155.5TBC—
0MWL—
105.4TBA—
291.9TBC—
205.2TBC—
200.3TBCW/ MINERAL DEPOSITS
0AMH19 0052
248.2TBCW/ MINERAL DEPOSITS
299.7AMH19 0053
154.2TBA—

Properties (6)

additional_info
SC305311
custom_field_two
4
customer
LACSD
datetime
2016-03-10T02:38:39-08:00
documentation
PRO-PIPE
is_lateral_inspection
false