Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 7, 2016, 10:45 AM
  • 19 0070_19 0069_20160307_040328.mp4

Date
03/07/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15102
Time
2:45 AM
Certificate
U507-03-3386
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K3217
Sewer Name
19 ELAINE AVENUE TRUNK
City
LAKEWOOD, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
WO_557873_TV19004_2016MAR
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
19 0070
Downstream MH
19 0069
Dir. of Survey
Downstream
Length Surveyed
212 ft.
Total Length
212 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2N00
O&M Rating
150
Overall Index
2
Overall Quick
Overall Rating
150
Pipe schematic from manhole 19 0070 to 19 0069
MH: 19 0070MH: 19 0069downstream0 ft. AMH - Upstream Manhole, Survey Begins - 19 00700 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT THE MH O' CLOCK0 ft. MGO - General Observation - CONNECTION AT THE MH 9 O' CLOCK6.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start6.8 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES34 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - CALCIUM35.8 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 11 o'clock, , within 8 inches of joint: YES37.2 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"74.7 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start83.1 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"86.4 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"131.9 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: YES, 4"135.1 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"178.3 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 4" - CALCIUM181.3 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: YES, 4"208.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish208.6 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish212 ft. AMH - Downstream Manhole, Survey Ends - 19 0069212 ft. MGO - General Observation - CONNECTION AT THE MH 3 O' CLOCK212 ft. MGO - General Observation - COCKROACHES IN MANHOLE

Observation photos (3)

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

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

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

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

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 4" - CALCIUM

    178.3 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 4" - CALCIUM

Observations (22)

DistanceCodeObservation
0AMH19 0070
178.3TBCALCIUM
34TBACALCIUM
0MWL
0MWM
131.9TBC
86.4TBC
35.8DAE
135.1TBC
212AMH19 0069
6.8DAGS
0MGOCONNECTION AT THE MH O' CLOCK
0MGOCONNECTION AT THE MH 9 O' CLOCK
37.2TBC
181.3TBC
74.7DAE
208.6DAGS
212MGOCONNECTION AT THE MH 3 O' CLOCK
6.8DAE
83.1TBC
208.6DAE
212MGOCOCKROACHES IN MANHOLE

Properties (6)

additional_info
SC305307
custom_field_two
4
customer
LACSD
datetime
2016-03-07T02:45:00-08:00
documentation
PRO-PIPE
is_lateral_inspection
false