Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 9, 2018, 10:26 AM

  • B 0618_B 0617 _09052018_034029.mp4

Date
05/09/2018
W/O
696325
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00106
PipeID
P09283
Time
3:26 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5588
Sewer Name
B JOINT OUTFALL B - UNIT 8C
City
TEMPLE CITY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
16
Purpose
Routine Assessment
Project
WO_696325_TV15228_APR2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
B 0618
Downstream MH
B 0617
Dir. of Survey
Downstream
Length Surveyed
340.9 ft.
Total Length
340.9 ft.
Structural Index
3
Structural Quick
3L2L
Structural Rating
315
O&M Index
2
O&M Quick
412Y
O&M Rating
260
Overall Index
2
Overall Quick
—
Overall Rating
575
Pipe schematic from manhole B 0618 to B 0617
MH: B 0618MH: B 0617downstream0 ft. AMH - Upstream Manhole, Survey Begins - B06180 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MGO - General Observation - COCKROACHES IN MANHOLE0 ft. MWL - Water Level, 20 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start10.2 ft. MGO - General Observation - MAG COATING THROUGHOUT 60%25 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start25 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start32.1 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS180.9 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"331.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish339.9 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish339.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish339.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish340.9 ft. AMH - Downstream Manhole, Survey Ends - B 0617340.9 ft. MGO - General Observation - COCKROACHES IN MANHOLE

Observation photos (4)

  • 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

    25 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

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

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS

    32.1 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS

All inspections of P09283Work order 696325

Observations (16)

DistanceCodeObservation
340.9AMHB 0617
25SSS—
339.9SAP—
2DAGS—
0AMHB0618
340.9MGOCOCKROACHES IN MANHOLE
0MWM—
0MGOCOCKROACHES IN MANHOLE
339.9DAGS—
331.2DSZ—
25SAP—
180.9TBA—
32.1DSZDEBRIS
10.2MGOMAG COATING THROUGHOUT 60%
0MWL—
339.9SSS—

Properties (4)

additional_info
SC359354
custom_field_two
2
customer
LACSD
datetime
2018-05-09T03:26:16-07:00