Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 7, 2016, 06:53 PM

  • 19 0065_19 0064_20160307_122013.mp4

Date
03/07/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15096
Time
10:53 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 0065
Downstream MH
19 0064
Dir. of Survey
Downstream
Length Surveyed
357.9 ft.
Total Length
357.9 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
5141
O&M Rating
134
Overall Index
2
Overall Quick
—
Overall Rating
134
Pipe schematic from manhole 19 0065 to 19 0064
MH: 19 0065MH: 19 0064downstream0 ft. AMH - Upstream Manhole, Survey Begins - 19 00650 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 10 %of cross sectional area17.4 ft. IS - Infiltration Stain, from 02 to 04 o'clock, within 8 inches of joint: YES23 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"26.8 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"75.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"77 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 02 to 05 o'clock, , within 8 inches of joint: YES79.2 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"84.5 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: YES, Start121.6 ft. IG - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: NO126.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"131 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"175.4 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - CALCIUM179.3 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"223.2 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"227.6 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4", 4"273.1 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"276.4 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"310.6 ft. IR - Infiltration Runner, at 12 o'clock, within 8 inches of joint: YES325.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 4" - CALCIUM328.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"354.5 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: YES, Finish357.9 ft. MGO - General Observation - CONNECTION AT THE MH O' CLOCK357.9 ft. VC - Vermin Cockroach357.9 ft. AMH - Downstream Manhole, Survey Ends - 19 0064

Observation photos (3)

  • Infiltration Stain, from 02 to 04 o'clock, within 8 inches of joint: YES

    17.4 ft. - Infiltration Stain, from 02 to 04 o'clock, within 8 inches of joint: YES

  • Infiltration Gusher, at 03 o'clock, within 8 inches of joint: NO

    121.6 ft. - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: NO

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

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

All inspections of P15096Work order 557873

Observations (26)

DistanceCodeObservation
223.2TBC—
0AMH19 0065
17.4IS—
75.3TBA—
325.2TFCCALCIUM
354.5DAE—
328.8TFC—
310.6IR—
357.9MGOCONNECTION AT THE MH O' CLOCK
0MWL—
23TBC—
276.4TBC—
0MWM—
126.3TBA—
179.3TBC—
273.1TBA—
131TBA—
227.6TBC—
79.2TBC—
175.4TBACALCIUM
77DAE—
357.9VC—
121.6IG—
26.8TBC—
357.9AMH19 0064
84.5DAE—

Properties (5)

additional_info
SC305308
custom_field_two
4
customer
LACSD
datetime
2016-03-07T10:53:47-08:00
sewer_category
GRAVITY