Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 12, 2021, 12:23 PM
  • 05 1294_05 1293_03122021_054450.mp4

Date
03/12/2021
W/O
880113
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00453
PipeID
P06507
Time
4:23 AM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K8661
Sewer Name
05 GRAMERCY PLACE TRUNK, SECTION 1
City
GARDENA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
21
Purpose
Capital Improvement Program Assesment
Project
RFIR_WO_880113_TV05181_MAR2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
10 in.
Upstream MH
05 1294
Downstream MH
05 1293
Dir. of Survey
Downstream
Length Surveyed
457.9 ft.
Total Length
457.9 ft.
Structural Index
4
Structural Quick
5231
Structural Rating
13
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
4
Overall Quick
Overall Rating
15
Pipe schematic from manhole 05 1294 to 05 1293
MH: 05 1294MH: 05 1293downstream0 ft. AMH - Upstream Manhole, Survey Begins - 05 12940 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK4 ft. SRV - Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: NO4 ft. MGO - General Observation - STEAM IN SEWER4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start7.5 ft. MGO - General Observation - MAG COATING13.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start19.8 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start119.9 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish456.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish456.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish457.9 ft. AMH - Downstream Manhole, Survey Ends - 05 1293

Observation photos (4)

  • Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: NO

    4 ft. - Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: NO

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

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: YES, Start

    13.9 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    19.8 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

Observations (14)

DistanceCodeObservation
19.8SRV
0AMH05 1294
0MWM
4SRV
0MWL
4MGOSTEAM IN SEWER
457.9AMH05 1293
7.5MGOMAG COATING
0MGOCONNECTION AT MH 9 O'CLOCK
4SAP
456.8SAP
456.8DAGS
13.9DAGS
119.9SRV

Properties (7)

additional_info
630138031221232
custom_field_three
REINFORCEMENT VISIBLE, AGGREGATE PROJECTING
custom_field_two
2
customer
1
datetime
2021-03-12T04:23:03-08:00
documentation
PROPIPE
is_lateral_inspection
false