Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 16, 2021, 09:04 AM
  • 05 1886_05 1885_08162021_021709.mp4

Date
08/16/2021
W/O
906767
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00491
PipeID
P07112
Time
2:04 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K9319
Sewer Name
05 NARBONNE AVENUE TRUNK, SECTION 2
City
rolling hills estates
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
35
Purpose
Routine Assessment
Project
WO_906767_TV05222_AUG2021
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
21 in.
Upstream MH
05 1886
Downstream MH
05 1885
Dir. of Survey
Downstream
Length Surveyed
194.3 ft.
Total Length
194.3 ft.
Structural Index
3
Structural Quick
3B00
Structural Rating
48
O&M Index
1
O&M Quick
251F
O&M Rating
43
Overall Index
2
Overall Quick
Overall Rating
91
Pipe schematic from manhole 05 1886 to 05 1885
MH: 05 1886MH: 05 1885downstream0 ft. AMH - Upstream Manhole, Survey Begins - 05 18860 ft. MWM - Water Mark, 5 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area3.1 ft. RFJ - Roots Fine Joint, from 02 to 05 o'clock, within 8 inches of joint: YES14.7 ft. RFJ - Roots Fine Joint, from 11 to 04 o'clock, within 8 inches of joint: YES14.7 ft. CM - Crack Multiple, from 10 to 03 o'clock, within 8 inches of joint: YES24.7 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start33.3 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"37.4 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SOIL PRESENT @ ROOTS48.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish104.3 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES110.7 ft. CM - Crack Multiple, from 09 to 04 o'clock, within 8 inches of joint: YES127.9 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start194.3 ft. AMH - Downstream Manhole, Survey Ends - 05 1885194.3 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish194.3 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (7)

  • Roots Fine Joint, from 02 to 05 o'clock, within 8 inches of joint: YES

    3.1 ft. - Roots Fine Joint, from 02 to 05 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 10 to 03 o'clock, within 8 inches of joint: YES

    14.7 ft. - Crack Multiple, from 10 to 03 o'clock, within 8 inches of joint: YES

  • Deposits Settled Other,  10 %of cross sectional area, at 06 o'clock,  , within 8 inches of joint: YES, Start

    24.7 ft. - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

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

    37.4 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SOIL PRESENT @ ROOTS

  • Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES

    104.3 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 09 to 04 o'clock, within 8 inches of joint: YES

    110.7 ft. - Crack Multiple, from 09 to 04 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    127.9 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

Observations (16)

DistanceCodeObservation
104.3FL
194.3AMH05 1885
0AMH05 1886
24.7DSZ
14.7RFJ
3.1RFJ
127.9CM
194.3RFJ
194.3CM
14.7CM
48.4DSZ
0MWM
110.7CM
37.4RFJSOIL PRESENT @ ROOTS
33.3TFC
0MWL

Properties (7)

additional_info
630074081621002
custom_field_three
MULTIPLE CRACKS
custom_field_two
3
customer
1
datetime
2021-08-16T02:04:09-07:00
documentation
PROPIPE
is_lateral_inspection
false