Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 11, 2021, 10:18 AM
  • 15 0201_15 0200_03112021_032925.mp4

Date
03/11/2021
W/O
880319
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00620
PipeID
P12123
Time
2:18 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K8633
Sewer Name
15 PECK ROAD TRUNK
City
EL MONTE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
17
Purpose
Routine Assessment
Project
WO_880319_TV15022_MAR2021
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
15 0201
Downstream MH
15 0200
Dir. of Survey
Downstream
Length Surveyed
225.3 ft.
Total Length
225.3 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
2
O&M Quick
2H15
O&M Rating
95
Overall Index
2
Overall Quick
Overall Rating
98
Pipe schematic from manhole 15 0201 to 15 0200
MH: 15 0201MH: 15 0200downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH, 9 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 15 02010 ft. MWL - Water Level, 15 %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, Start30.3 ft. CM - Crack Multiple, from 08 to 11 o'clock, within 8 inches of joint: YES120.8 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES169.8 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES, Start179.4 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 8"188.7 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES, Finish196 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 8"216.3 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 8"225.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish225.3 ft. AMH - Downstream Manhole, Survey Ends - 15 0200

Observation photos (4)

  • 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

  • Crack Multiple, from 08 to 11 o'clock, within 8 inches of joint: YES

    30.3 ft. - Crack Multiple, from 08 to 11 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES

    120.8 ft. - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES, Start

    169.8 ft. - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES, Start

Observations (14)

DistanceCodeObservation
225.3DAGS
120.8RFJ
30.3CM
196TFC
0MWM
0MGOCONNECTION AT MH, 9 O'CLOCK
225.3AMH15 0200
179.4TF
169.8RFJ
0AMH15 0201
0MWL
216.3TF
188.7RFJ
2DAGS

Properties (6)

custom_field_three
CRACKS
custom_field_two
4
customer
1
datetime
2021-03-11T02:18:02-08:00
documentation
PRO PIPE
is_lateral_inspection
false