Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 7, 2021, 10:20 AM

  • 18 0097_18 0096_05072021_033718.mp4

Date
05/07/2021
W/O
891153
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00698
PipeID
P13917
Time
3:20 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8847
Sewer Name
18 SANTA FE STREET TRUNK
City
WHITTIER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
22
Purpose
Routine Assessment
Project
RFIR_WO_891153_TV18177_MAY2021
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
18 0096
Downstream MH
18 0097
Dir. of Survey
Upstream
Length Surveyed
384.5 ft.
Total Length
384.5 ft.
Structural Index
2
Structural Quick
3N2O
Structural Rating
384
O&M Index
2
O&M Quick
2N12
O&M Rating
154
Overall Index
2
Overall Quick
—
Overall Rating
538
Pipe schematic from manhole 18 0096 to 18 0097
MH: 18 0096MH: 18 0097upstream0 ft. AMH - Upstream Manhole, Survey Ends - 18 00970.3 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.5 ft. MGO - General Observation - ROACHES @ MH2.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish27.7 ft. MGO - General Observation - ABANDONED MANHOLE28.5 ft. MWM - Water Mark, 25 %of cross sectional area63.3 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES201 ft. CL - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES222.8 ft. RFJ - Roots Fine Joint, from 12 to 01 o'clock, within 8 inches of joint: YES360.5 ft. CL - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES380.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start382.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start382.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start384.5 ft. MWL - Water Level, 15 %of cross sectional area384.5 ft. MWM - Water Mark, 20 %of cross sectional area384.5 ft. AMH - Downstream Manhole, Survey Begins - 18 0096

Observation photos (6)

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

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

  • Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES

    24 ft. - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 12 to 01 o'clock, within 8 inches of joint: YES

    161.7 ft. - Roots Fine Joint, from 12 to 01 o'clock, within 8 inches of joint: YES

  • Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES

    183.5 ft. - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

    321.2 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

  • General Observation - ABANDONED MANHOLE

    356.8 ft. - General Observation - ABANDONED MANHOLE

All inspections of P13917Work order 891153

Observations (17)

DistanceCodeObservation
2SSS—
384.2SAV—
0MWL—
384MGOROACHES @ MH
183.5CL—
321.2RFJ—
0MWM—
382SSS—
3.8SAV—
384.5AMH18 0097
382DAGS—
356.8MGOABANDONED MANHOLE
0AMH18 0096
24CL—
2DAGS—
356MWM—
161.7RFJ—

Properties (6)

custom_field_three
AGGREGATE VISIBLE
custom_field_two
3
customer
1
datetime
2021-05-07T03:20:17-07:00
documentation
PROPIPE
is_lateral_inspection
false