Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 17, 2016, 09:58 AM

  • 16 0515_16 0514 _11172016_021847.mp4

Date
11/17/2016
W/O
596918
Weather
Dry
Operator/Surveyor
R.VARGAS
Sewer ID
Z00659
PipeID
P13566
Time
1:58 AM
Certificate
U-209-211
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3881
Sewer Name
16 LAMANDA PARK TRUNK
City
SAN MARINO
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
18
Purpose
Routine Assessment
Project
WO_596918_TV16026_NOV2016
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
16 0515
Downstream MH
16 0514
Dir. of Survey
Downstream
Length Surveyed
146.4 ft.
Total Length
147.7 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
312E
O&M Rating
60
Overall Index
2
Overall Quick
—
Overall Rating
60
Pipe schematic from manhole 16 0515 to 16 0514
MH: 16 0515MH: 16 0514downstream0 ft. AMH - Upstream Manhole, Survey Begins - 16 05150 ft. MGO - General Observation - LATERAL AT MH 3 O CLOCK ACTIVE0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. VC - Vermin Cockroach, within 8 inches of joint: NO - AT MH0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MGO - General Observation - LATERAL AT MH 3 O CLOCK CAPPED4.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start86.4 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"146.4 ft. RMC - Roots Medium Connection, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YES146.4 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"146.4 ft. MSA - Survey Abandoned - SEVERE 40% FROM LATERAL TO MAIN LINE146.4 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 (5)

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

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

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

    86.4 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

  • Roots Medium Connection, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YES

    146.4 ft. - Roots Medium Connection, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YES

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"

    146.4 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"

  • Survey Abandoned - SEVERE 40% FROM LATERAL TO MAIN LINE

    146.4 ft. - Survey Abandoned - SEVERE 40% FROM LATERAL TO MAIN LINE

All inspections of P13566Work order 596918

Observations (12)

DistanceCodeObservation
0AMH16 0515
146.4RMC—
146.4TBA—
0MGOLATERAL AT MH 3 O CLOCK ACTIVE
146.4MSASEVERE 40% FROM LATERAL TO MAIN LINE
0MWM—
4.7DAGS—
0VCAT MH
0MWL—
86.4TBA—
146.4DAGS—
0MGOLATERAL AT MH 3 O CLOCK CAPPED

Properties (6)

additional_info
SC305213
custom_field_two
5
customer
LACSD
datetime
2016-11-17T01:58:14-08:00
documentation
PRO PIPE
is_lateral_inspection
false