Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 21, 2022, 09:46 AM

  • 05 1280_05 1279_06212022_041142.mp4

Date
06/21/2022
W/O
956730
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00518
PipeID
P06494
Time
2:46 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K10184
Sewer Name
05 SO HAWTHORNE-WARFIELD AV EXT TR, SECT 4
City
REDONDO BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
19
Purpose
Routine Assessment
Project
RFIR_WO_956730_TV05332_JUN2022
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
24 in.
Upstream MH
05 1280
Downstream MH
05 1279
Dir. of Survey
Downstream
Length Surveyed
335.4 ft.
Total Length
335.4 ft.
Structural Index
4
Structural Quick
4100
Structural Rating
4
O&M Index
2
O&M Quick
3112
O&M Rating
5
Overall Index
2
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 05 1280 to 05 1279
MH: 05 1280MH: 05 1279downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 05 12800 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. MWL - Water Level, 10 %of cross sectional area3.8 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start67.3 ft. TSC - Tap Saddle Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"67.3 ft. RFJ - Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES88 ft. RML - Roots Medium Lateral, at 10 o'clock, 40 %, within 8 inches of joint: NO88 ft. TS - Tap Saddle, at 10 o'clock, -, within 8 inches of joint: NO, 6"116.6 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"267.8 ft. TSC - Tap Saddle Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"270.6 ft. RFJ - Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YES332.2 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish335.4 ft. AMH - Downstream Manhole, Survey Ends - 05 1279335.4 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK

Observation photos (4)

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

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

  • Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES

    67.3 ft. - Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES

  • Roots Medium Lateral, at 10 o'clock, 40 %, within 8 inches of joint: NO

    88 ft. - Roots Medium Lateral, at 10 o'clock, 40 %, within 8 inches of joint: NO

  • Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    116.6 ft. - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"

All inspections of P06494Work order 956730

Observations (16)

DistanceCodeObservation
116.6TB—
67.3TSC—
0MWM—
0MGOCONNECTION AT MH 9 O'CLOCK
270.6RFJ—
88RML—
267.8TSC—
88TS—
3.8FM—
335.4AMH05 1279
67.3RFJ—
0AMH05 1280
335.4MGOCONNECTION AT MH 3 O'CLOCK
0MGOCONNECTION AT MH 3 O'CLOCK
332.2FM—
0MWL—

Properties (7)

additional_info
630074062022202
custom_field_three
MULTIPLE FRACTURE'S
custom_field_two
2
customer
1
datetime
2022-06-21T02:46:42-07:00
documentation
PROPIPE
is_lateral_inspection
false