Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 29, 2016, 09:55 AM

  • J 0327_J 0326A_10292016_030411.mp4

Date
10/29/2016
W/O
0596859
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00059
PipeID
P11571
Time
2:55 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6755
Sewer Name
J JOINT OUTFALL J - UNIT 1G
City
PALO VERDES
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 30
Page No.
10
Purpose
Routine Assessment
Project
20161029_JOINT_OUTFALL_J_UNIT_1G
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
J 0327
Downstream MH
J 0326A
Dir. of Survey
Downstream
Length Surveyed
263.9 ft.
Total Length
263.9 ft.
Structural Index
2
Structural Quick
3126
Structural Rating
15
O&M Index
2
O&M Quick
3121
O&M Rating
7
Overall Index
2
Overall Quick
—
Overall Rating
22
Pipe schematic from manhole J 0327 to J 0326A
MH: J 0327MH: J 0326Adownstream0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. STUB0 ft. AMH - Upstream Manhole, Survey Begins - 2:55AM0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start20.7 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - HAIRLINE25.4 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES91.2 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - H101.9 ft. FC - Fracture Circumferential, from 03 to 04 o'clock, within 8 inches of joint: YES - H129.1 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR136.7 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YESR - 2%136.7 ft. FC - Fracture Circumferential, from 08 to 12 o'clock, within 8 inches of joint: YES - H136.7 ft. MGO - General Observation - 18" VCP155.9 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YESR - 3%197.9 ft. FC - Fracture Circumferential, from 01 to 04 o'clock, within 8 inches of joint: YES - SL197.9 ft. FC - Fracture Circumferential, from 08 to 12 o'clock, within 8 inches of joint: YES - SL234.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped263.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish263.9 ft. AMH - Downstream Manhole, Survey Ends - 3:25AM

Observation photos (2)

  • Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR

    129.1 ft. - Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR

  • General Observation - 18" VCP

    136.7 ft. - General Observation - 18" VCP

All inspections of P11571Work order 0596859

Observations (19)

DistanceCodeObservation
25.4FL—
234.5TFCCapped
2DAGS—
101.9FCH
0MGOConn. @ Mh, 9 O' Clock. STUB
263.3DAGS—
136.7RFJ2%
0AMH2:55AM
136.7FCH
155.9RFJ3%
197.9FCSL
0MWM—
263.9AMH3:25AM
20.7FCHAIRLINE
91.2FCH
129.1RMJ—
0MWL—
136.7MGO18" VCP
197.9FCSL

Properties (4)

custom_field_three
FEW SLIGHT FRACTURES
custom_field_two
4
customer
LACSD
datetime
2016-10-29T02:55:08-07:00