Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 10, 2016, 06:38 AM

  • 19 0054_19 0053_20160310_000252.mp4

Date
03/09/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15085
Time
10:38 PM
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 0054
Downstream MH
19 0053
Dir. of Survey
Downstream
Length Surveyed
271 ft.
Total Length
271 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
4132
O&M Rating
22
Overall Index
2
Overall Quick
—
Overall Rating
22
Pipe schematic from manhole 19 0054 to 19 0053
MH: 19 0054MH: 19 0053downstream0 ft. AMH - Upstream Manhole, Survey Begins - 19 00540 ft. MWL - Water Level, 30 %of cross sectional area0 ft. MGO - General Observation - LATERAL AT MH 3 OCLOCK0 ft. MGO - General Observation - LATERAL AT MH 9 OCLOCK0.7 ft. MWM - Water Mark, 30 %of cross sectional area2.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start8 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"11.7 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"13.1 ft. IR - Infiltration Runner, at 12 o'clock, within 8 inches of joint: YES58.9 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS63.2 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS94.9 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS98.8 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"147.4 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS150.7 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 4"203.2 ft. DAE - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 11 o'clock, , within 8 inches of joint: YES203.2 ft. TBI - Tap Break-In Intruding, at 10 o'clock, -, #v, within 8 inches of joint: NO, 4", 1" - W/ MINERAL DEPOSITS207.2 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS224.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES247 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"251.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS268.8 ft. DAE - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 12 o'clock, , within 8 inches of joint: YES270.9 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - W/ MINERAL DEPOSITS271 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish271 ft. MSA - Survey Abandoned - DUE TO HEAVY MINERAL DEPOSITS

Observation photos (7)

  • Water Mark, 30 %of cross sectional area

    0.7 ft. - Water Mark, 30 %of cross sectional area

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

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

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

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

  • Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 11 o'clock, , within 8 inches of joint: YES

    203.2 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 11 o'clock, , within 8 inches of joint: YES

  • Tap Break-In Intruding, at 10 o'clock, -, #v, within 8 inches of joint: NO, 4", 1" - W/ MINERAL DEPOSITS

    203.2 ft. - Tap Break-In Intruding, at 10 o'clock, -, #v, within 8 inches of joint: NO, 4", 1" - W/ MINERAL DEPOSITS

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

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

  • Survey Abandoned - DUE TO HEAVY MINERAL DEPOSITS

    271 ft. - Survey Abandoned - DUE TO HEAVY MINERAL DEPOSITS

All inspections of P15085Work order 557873

Observations (25)

DistanceCodeObservation
203.2DAE—
268.8DAE—
203.2TBIW/ MINERAL DEPOSITS
11.7TBC—
271DAGS—
207.2TBAW/ MINERAL DEPOSITS
0AMH19 0054
98.8TBC—
13.1IR—
147.4TBW/ MINERAL DEPOSITS
94.9TBAW/ MINERAL DEPOSITS
224.2DAE—
251.4TFW/ MINERAL DEPOSITS
271MSADUE TO HEAVY MINERAL DEPOSITS
0MWL—
63.2TBAW/ MINERAL DEPOSITS
58.9TBAW/ MINERAL DEPOSITS
150.7TB—
0MGOLATERAL AT MH 3 OCLOCK
0MGOLATERAL AT MH 9 OCLOCK
0.7MWM—
270.9TBAW/ MINERAL DEPOSITS
247TBA—
2.1DAGS—
8TBA—

Properties (6)

additional_info
SC305311
custom_field_two
5
customer
LACSD
datetime
2016-03-09T22:38:00-08:00
documentation
PRO-PIPE
is_lateral_inspection
false