Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 7, 2016, 06:36 AM

  • 18 0069_18 0068 _06102016_234649.mp4

Date
10/06/2016
W/O
597011
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00698
PipeID
P13883
Time
11:36 PM
Certificate
U-507-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3732
Sewer Name
18 SANTA FE STREET TRUNK
City
WHITTIER, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
WO_597011_TV18083_OCT2016
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0069
Downstream MH
18 0068
Dir. of Survey
Downstream
Length Surveyed
379 ft.
Total Length
379.1 ft.
Structural Index
3
Structural Quick
3N22
Structural Rating
229
O&M Index
2
O&M Quick
2N00
O&M Rating
152
Overall Index
2
Overall Quick
—
Overall Rating
381
Pipe schematic from manhole 18 0069 to 18 0068
MH: 18 0069MH: 18 0068downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 00692 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start16.8 ft. CL - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES24.9 ft. OBN - Obstacles Construction Debris, 5 %of cross sectional area, at 06 o'clock24.9 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 4"248.2 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES323.1 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 4"375 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish375.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish379.1 ft. AMH - Downstream Manhole, Survey Ends - 18 0068

Observation photos (5)

  • Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

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

  • Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

    16.8 ft. - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

  • Obstacles Construction Debris, 5 %of cross sectional area, at 06 o'clock

    24.9 ft. - Obstacles Construction Debris, 5 %of cross sectional area, at 06 o'clock

  • Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES

    248.2 ft. - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES

All inspections of P13883Work order 597011

Observations (13)

DistanceCodeObservation
2.5DAGS—
24.9OBN—
0MWL—
0MWM—
248.2CL—
323.1TBA—
0AMH18 0069
2SAV—
375SAV—
375.5DAGS—
24.9TFA—
16.8CL—
379.1AMH18 0068

Properties (6)

additional_info
SC303719
custom_field_two
3
customer
LACSD
datetime
2016-10-06T23:36:08-07:00
documentation
PRO-PIPE
is_lateral_inspection
false