Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 19, 2017, 08:48 AM

  • 02 0878_02 0877 _19072017_014847.mp4

Date
07/19/2017
W/O
646417
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00249
PipeID
P03445
Time
1:48 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4654
Sewer Name
02 DOWNEY TRUNK
City
DOWNEY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
27
Purpose
Routine Assessment
Project
WO_646417_TV02050_JUL2017
Material
NRCP
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
02 0878
Downstream MH
02 0877
Dir. of Survey
Downstream
Length Surveyed
279.4 ft.
Total Length
279.4 ft.
Structural Index
3
Structural Quick
3J00
Structural Rating
165
O&M Index
1
O&M Quick
211C
O&M Rating
21
Overall Index
2
Overall Quick
—
Overall Rating
186
Pipe schematic from manhole 02 0878 to 02 0877
MH: 02 0878MH: 02 0877downstream0 ft. AMH - Upstream Manhole, Survey Begins - 02 08780 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area4.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start33.7 ft. RFJ - Roots Fine Joint, from 08 to 11 o'clock, within 8 inches of joint: YES52.8 ft. RFJ - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES79.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"124.7 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start178.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"210.3 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish260.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES265.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"272.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"279.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish279.4 ft. AMH - Downstream Manhole, Survey Ends - 02 0877

Observation photos (4)

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

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

  • Roots Fine Joint, from 08 to 11 o'clock, within 8 inches of joint: YES

    33.7 ft. - Roots Fine Joint, from 08 to 11 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES

    52.8 ft. - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES

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

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

All inspections of P03445Work order 646417

Observations (15)

DistanceCodeObservation
4.4SAV—
79.8TFC—
260.5DAGS—
210.3RFJ—
265.4TF—
178.9TFC—
52.8RFJ—
0AMH02 0878
279.4SAV—
124.7RFJ—
0MWM—
272.9TFC—
279.4AMH02 0877
33.7RFJ—
0MWL—

Properties (5)

additional_info
SC345514
custom_field_two
3
customer
LACSD
datetime
2017-07-19T01:48:38-07:00
sewer_category
Gravity