Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 2, 2019, 06:00 AM
  • 32 0106_32 0074 _10012019_231736.mp4

Date
10/01/2019
W/O
787483
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00887
PipeID
P19850
Time
11:00 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K7026
Sewer Name
32 DISTRICT #32 MAIN TRUNK
City
VALENCIA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
06
Purpose
Routine Assessment
Project
WO_787483_TV32016_SEP2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
32 0106
Downstream MH
32 0074
Dir. of Survey
Downstream
Length Surveyed
599.3 ft.
Total Length
599.3 ft.
Structural Index
3
Structural Quick
3V2W
Structural Rating
589
O&M Index
2
O&M Quick
2W00
O&M Rating
238
Overall Index
2
Overall Quick
Overall Rating
827
Pipe schematic from manhole 32 0106 to 32 0074
MH: 32 0106MH: 32 0074downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 01062 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start9.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start211.5 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"352.2 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"596 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish596 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish596 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish599.3 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK599.3 ft. AMH - Downstream Manhole, Survey Ends - 32 0074, RUN LIST STATES MH AT 575'.

Observation photos (4)

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

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • 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

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    9.6 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Downstream Manhole, Survey Ends - 32 0074, RUN LIST STATES MH AT 575'.

    599.3 ft. - Downstream Manhole, Survey Ends - 32 0074, RUN LIST STATES MH AT 575'.

Observations (13)

DistanceCodeObservation
596SAP
352.2TBA
2SSS
211.5TBA
596DAGS
0MWM
9.6SAP
599.3MGOACTIVE CONNECTION AT MH 3 O'CLOCK
596SSS
0MWL
599.3AMH32 0074, RUN LIST STATES MH AT 575'.
2DAGS
0AMH32 0106

Properties (6)

additional_info
SC378643
custom_field_two
2
customer
LACSD
datetime
2019-10-01T23:00:28-07:00
documentation
PRO PIPE
is_lateral_inspection
false