Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 13, 2019, 10:37 AM
  • 12_1_1_13052019_034443.mp4

Date
05/13/2019
W/O
761820
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00598
PipeID
P12258
Time
3:37 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6525
Sewer Name
15 BALDWIN PARK TRUNK
City
BALDWIN PARK
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
29
Purpose
Routine Assessment
Project
WO_761820_TV15019_APR2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
15 0331A
Downstream MH
15 0331
Dir. of Survey
Downstream
Length Surveyed
160.8 ft.
Total Length
160.8 ft.
Structural Index
2
Structural Quick
322E
Structural Rating
68
O&M Index
2
O&M Quick
412E
O&M Rating
66
Overall Index
2
Overall Quick
Overall Rating
134
Pipe schematic from manhole 15 0331A to 15 0331
MH: 15 0331AMH: 15 0331downstream0 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 AND 9 O'CLOCK. CONN @ 3 IS A DROP CONN.0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 15 0331A2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - 50% MAG COAT FROM 09 TO 03 O'CLOCK, START7.6 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start19.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"114.1 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"123.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"158 ft. MGO - General Observation - 50% MAG COAT FROM 09 TO 03 O'CLOCK, FINISH158.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish158.5 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish158.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish160.8 ft. AMH - Downstream Manhole, Survey Ends - 15 0331

Observation photos (3)

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

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

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

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

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

    7.6 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

Observations (16)

DistanceCodeObservation
2DAGS
160.8AMH15 0331
0MGOACTIVE CONNECTION AT MH 3 AND 9 O'CLOCK. CONN @ 3 IS A DROP CONN.
123.2TFC
2SSS
114.1TFC
0MWL
0MWM
158MGO50% MAG COAT FROM 09 TO 03 O'CLOCK, FINISH
2MGO50% MAG COAT FROM 09 TO 03 O'CLOCK, START
158.5SSS
0AMH15 0331A
158.5SAP
19.5TFC
7.6SAP
158.5DAGS

Properties (6)

additional_info
SC366245
custom_field_two
2
customer
LACSD
datetime
2019-05-13T03:37:05-07:00
documentation
PRO PIPE
is_lateral_inspection
false