Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 10, 2019, 10:33 AM

  • 15 0223_15 0222_06102019_025644.mp4

Date
06/10/2019
W/O
766400
Weather
Dry
Operator/Surveyor
J. VARGAS
Sewer ID
Z00627
PipeID
P12145
Time
3:33 AM
Certificate
U-209-8149
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6604
Sewer Name
15 SAN JOSE CREEK TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
01
Purpose
Routine Assessment
Project
WO_766400_TV15133_MAY2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
15 0223
Downstream MH
15 0222
Dir. of Survey
Downstream
Length Surveyed
240.8 ft.
Total Length
240.8 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
2
O&M Quick
2211
O&M Rating
5
Overall Index
2
Overall Quick
—
Overall Rating
8
Pipe schematic from manhole 15 0223 to 15 0222
MH: 15 0223MH: 15 0222downstream0 ft. VC - Vermin Cockroach0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 15 02230 ft. MWM - Water Mark, 45 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. MGO - General Observation - MAG COAT THROUGHOUT REACH2.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start12.5 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start230 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish238.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish238.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish240.8 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK240.8 ft. AMH - Downstream Manhole, Survey Ends - 15-0222240.8 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK ACTIVE

Observation photos (3)

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

    2.1 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 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2.1 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

    12.5 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

All inspections of P12145Work order 766400

Observations (15)

DistanceCodeObservation
0VC—
0MWL—
0AMH15 0223
240.8MGOCONNECTION AT MH 3 O'CLOCK
240.8AMH15-0222
2.1SAP—
0MWM—
2.1MGOMAG COAT THROUGHOUT REACH
238.4DAGS—
240.8MGOCONNECTION AT MH 9 O'CLOCK ACTIVE
0MGOCONNECTION AT MH 9 O'CLOCK
12.5DAE—
230DAE—
238.4SAP—
2.1DAGS—

Properties (6)

additional_info
SC377526
custom_field_two
3
customer
LACSD
datetime
2019-06-10T03:33:10-07:00
documentation
PRO PIPE
is_lateral_inspection
false