Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 5, 2016, 11:04 AM
  • 05 1888_05 1887 _05082016_040710.mp4

Date
08/05/2016
W/O
579954
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00491
PipeID
P07115
Time
4:04 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K3627
Sewer Name
05 NARBONNE AVENUE TRUNK, SECTION 2
City
ROLLING HILLS ESTATES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
35
Purpose
Routine Assessment
Project
WO_579954_TV05079_JULY2016
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
05 1888
Downstream MH
05 1887
Dir. of Survey
Downstream
Length Surveyed
406.9 ft.
Total Length
406.9 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2O1M
O&M Rating
233
Overall Index
2
Overall Quick
Overall Rating
233
Pipe schematic from manhole 05 1888 to 05 1887
MH: 05 1888MH: 05 1887downstream0 ft. AMH - Upstream Manhole, Survey Begins - 05 18880 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. MWL - Water Level, 5 %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, Start30 ft. RFJ - Roots Fine Joint, from 07 to 09 o'clock, within 8 inches of joint: YESR50.7 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start153.7 ft. TBA - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"155.7 ft. TBA - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"387.2 ft. TBA - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"390.8 ft. TBA - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"400.9 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish404.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish406.9 ft. AMH - Downstream Manhole, Survey Ends - 05 1887

Observation photos (3)

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

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

  • Roots Fine Joint, from 07 to 09 o'clock, within 8 inches of joint: YESR

    30 ft. - Roots Fine Joint, from 07 to 09 o'clock, within 8 inches of joint: YESR

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

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

Observations (13)

DistanceCodeObservation
30RFJ
0AMH05 1888
153.7TBA
0MWM
50.7RFJ
387.2TBA
2DAGS
390.8TBA
400.9RFJ
406.9AMH05 1887
155.7TBA
0MWL
404.5DAGS

Properties (4)

additional_info
SC306061
custom_field_two
4
customer
LACSD
datetime
2016-08-05T04:04:31-07:00