Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 10, 2019, 03:00 PM

  • 15 0221_15 0220_06102019_040752.mp4

Date
06/10/2019
W/O
766400
Weather
Dry
Operator/Surveyor
J. VARGAS
Sewer ID
Z00627
PipeID
P12143
Time
8:00 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 0221
Downstream MH
15 0220
Dir. of Survey
Downstream
Length Surveyed
153.4 ft.
Total Length
153.4 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
2
O&M Quick
2111
O&M Rating
3
Overall Index
2
Overall Quick
—
Overall Rating
8
Pipe schematic from manhole 15 0221 to 15 0220
MH: 15 0221MH: 15 0220downstream0 ft. AMH - Upstream Manhole, Survey Begins - 15 02210 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK ACTIVE0 ft. MWM - Water Mark, 45 %of cross sectional area0 ft. VC - Vermin Cockroach0 ft. MWL - Water Level, 30 %of cross sectional area2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2.1 ft. MGO - General Observation - MAG COAT THROUGHOUT REACH2.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start108.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 4"150.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish150.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish150.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish153.4 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK ACTIVE153.4 ft. AMH - Downstream Manhole, Survey Ends - 15 0220

Observation photos (4)

  • 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

  • General Observation - MAG COAT THROUGHOUT REACH

    2.1 ft. - General Observation - MAG COAT THROUGHOUT REACH

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

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

All inspections of P12143Work order 766400

Observations (15)

DistanceCodeObservation
2.1SAP—
150.8SSS—
0AMH15 0221
150.8DAGS—
0MGOCONNECTION AT MH 9 O'CLOCK ACTIVE
108.8TFC—
153.4MGOCONNECTION AT MH 9 O'CLOCK ACTIVE
0MWM—
150.8SAP—
0VC—
2.1DAGS—
0MWL—
2.1MGOMAG COAT THROUGHOUT REACH
153.4AMH15 0220
2.1SSS—

Properties (6)

additional_info
SC377526
custom_field_two
3
customer
LACSD
datetime
2019-06-10T08:00:29-07:00
documentation
PRO PIPE
is_lateral_inspection
false