Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 8, 2016, 10:47 AM

  • 19 0058_19 0057_20160308_040941.mp4

Date
03/08/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15089
Time
2:47 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 0058
Downstream MH
19 0057
Dir. of Survey
Downstream
Length Surveyed
263.1 ft.
Total Length
263.1 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
322J
O&M Rating
116
Overall Index
2
Overall Quick
—
Overall Rating
116
Pipe schematic from manhole 19 0058 to 19 0057
MH: 19 0058MH: 19 0057downstream0 ft. AMH - Upstream Manhole, Survey Begins - 19 00580 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start15.2 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start39 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"42.6 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4" - CALCIUM91.2 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4"91.2 ft. RMC - Roots Medium Connection, at 10 o'clock, 5 %, within 8 inches of joint: YES95.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4"109.6 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES142.9 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 4"147.1 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4"191 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"191.8 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 4"195.1 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"238.8 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"242.7 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"260.3 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish260.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish262.4 ft. MGO - General Observation - CONNECTION AT THE MH O' CLOCK263.1 ft. MGO - General Observation - CONNECTION AT THE MH O' CLOCK263.1 ft. AMH - Downstream Manhole, Survey Ends - 19 0057

Observation photos (3)

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

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

  • Roots Medium Connection, at 10 o'clock, 5 %, within 8 inches of joint: YES

    91.2 ft. - Roots Medium Connection, at 10 o'clock, 5 %, within 8 inches of joint: YES

  • Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

    109.6 ft. - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

All inspections of P15089Work order 557873

Observations (23)

DistanceCodeObservation
147.1TBA—
191TB—
195.1TBA—
262.4MGOCONNECTION AT THE MH O' CLOCK
263.1MGOCONNECTION AT THE MH O' CLOCK
7DAGS—
191.8TBA—
0AMH19 0058
39TBA—
142.9TBA—
109.6ID—
260.3DAE—
238.8TBC—
42.6TBACALCIUM
242.7TBC—
95.4TBA—
263.1AMH19 0057
91.2TBA—
0MWM—
15.2DAE—
260.3DAGS—
91.2RMC—
0MWL—

Properties (6)

additional_info
SC305308
custom_field_two
4
customer
LACSD
datetime
2016-03-08T02:47:28-08:00
documentation
PRO-PIPE
is_lateral_inspection
false