Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 11, 2019, 08:10 AM

  • 01 0093_01 0092_04112019_012557.mp4

Date
04/11/2019
W/O
761341
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00209
PipeID
P00762
Time
1:10 AM
Certificate
U-115-06022794
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K5926
Sewer Name
01 HOOPER AVENUE-COMPTON CREEK TRUNK
City
LOS ANGELES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
06
Purpose
Routine Assessment
Project
WO_761341_TV01254_APR2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
01 0093
Downstream MH
01 0092
Dir. of Survey
Downstream
Length Surveyed
340.8 ft.
Total Length
340.8 ft.
Structural Index
4
Structural Quick
4100
Structural Rating
4
O&M Index
3
O&M Quick
3121
O&M Rating
5
Overall Index
3
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 01 0093 to 01 0092
MH: 01 0093MH: 01 0092downstream0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 01 00930 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. MWL - Water Level, 10 %of cross sectional area8 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start10.9 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start94.9 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"145.4 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"216.1 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"216.1 ft. RML - Roots Medium Lateral, at 01 o'clock, 35 %, within 8 inches of joint: YES267.6 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"338 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish338 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish340.8 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK340.8 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK340.8 ft. AMH - Downstream Manhole, Survey Ends - 01 0092

Observation photos (7)

  • General Observation - CONNECTION AT MH 9 O'CLOCK

    0 ft. - General Observation - CONNECTION AT MH 9 O'CLOCK

  • General Observation - CONNECTION AT MH 3 O'CLOCK

    0 ft. - General Observation - CONNECTION AT MH 3 O'CLOCK

  • Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    8 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

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

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

  • Roots Medium Lateral, at 01 o'clock, 35 %, within 8 inches of joint: YES

    216.1 ft. - Roots Medium Lateral, at 01 o'clock, 35 %, within 8 inches of joint: YES

  • General Observation - CONNECTION AT MH 3 O'CLOCK

    340.8 ft. - General Observation - CONNECTION AT MH 3 O'CLOCK

  • General Observation - CONNECTION AT MH 9 O'CLOCK

    340.8 ft. - General Observation - CONNECTION AT MH 9 O'CLOCK

All inspections of P00762Work order 761341

Observations (17)

DistanceCodeObservation
0MGOCONNECTION AT MH 9 O'CLOCK
0MWM—
145.4TF—
94.9TFC—
0AMH01 0093
0MGOCONNECTION AT MH 3 O'CLOCK
0MWL—
338DAGS—
340.8MGOCONNECTION AT MH 3 O'CLOCK
338FM—
216.1TF—
340.8MGOCONNECTION AT MH 9 O'CLOCK
8DAGS—
216.1RML—
267.6TFC—
340.8AMH01 0092
10.9FM—

Properties (5)

custom_field_two
2
customer
LACSD
datetime
2019-04-11T01:10:03-07:00
documentation
PROPIPE
is_lateral_inspection
false