Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 17, 2016, 08:41 AM

  • 16 0519_16 0518 _11172016_005352.mp4

Date
11/17/2016
W/O
596918
Weather
Dry
Operator/Surveyor
R.VARGAS
Sewer ID
Z00659
PipeID
P13570
Time
12:41 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
27 in.
Width
27 in.
Upstream MH
16 0519
Downstream MH
16 0518
Dir. of Survey
Downstream
Length Surveyed
194.5 ft.
Total Length
194.5 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
3121
O&M Rating
7
Overall Index
2
Overall Quick
—
Overall Rating
7
Pipe schematic from manhole 16 0519 to 16 0518
MH: 16 0519MH: 16 0518downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 16 05190 ft. MGO - General Observation - LATERAL AT MH 9 O CLOCK ACTIVE0 ft. MWL - Water Level, 15 %of cross sectional area2.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start12.9 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 6"74.9 ft. TBD - Tap Break-In Defective, at 11 o'clock, -, , within 8 inches of joint: YES, 6"107.4 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start138.3 ft. RFC - Roots Fine Connection, at 12 o'clock138.3 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"164.7 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish190.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish194.5 ft. MGO - General Observation - LATERAL AT MH 3 O CLOCK ACTIVE194.5 ft. AMH - Downstream Manhole, Survey Ends - 16 0518

Observation photos (5)

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

    2.4 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 01 o'clock, -, within 8 inches of joint: YES, 6"

    12.9 ft. - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 6"

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

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

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    107.4 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"

    138.3 ft. - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"

All inspections of P13570Work order 596918

Observations (14)

DistanceCodeObservation
0MWM—
194.5MGOLATERAL AT MH 3 O CLOCK ACTIVE
194.5AMH16 0518
164.7RFJ—
138.3RFC—
74.9TBD—
0AMH16 0519
190.7DAGS—
0MGOLATERAL AT MH 9 O CLOCK ACTIVE
12.9TBA—
2.4DAGS—
138.3TBA—
0MWL—
107.4RFJ—

Properties (6)

additional_info
SC305213
custom_field_two
4
customer
LACSD
datetime
2016-11-17T00:41:31-08:00
documentation
PRO PIPE
is_lateral_inspection
false