Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 4, 2020, 09:02 AM

  • B 0468_B 0892_06042020_020957.mp4

Date
06/04/2020
W/O
833589
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00094
PipeID
P08988
Time
2:02 AM
Certificate
U-111-11880
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7686
Sewer Name
JOINT OUTFALL B - UNIT 5D
City
PASADENA
Loc. details
Main Highway - Suburban/Rural
Location Code
B
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
07
Purpose
Routine Assessment
Project
RFIR_WO_833589_TV16037_JUN2020
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
54 in.
Upstream MH
B 0468
Downstream MH
B 0892
Dir. of Survey
Downstream
Length Surveyed
96.2 ft.
Total Length
96.2 ft.
Structural Index
3
Structural Quick
3C00
Structural Rating
54
O&M Index
2
O&M Quick
413B
O&M Rating
80
Overall Index
3
Overall Quick
—
Overall Rating
134
Pipe schematic from manhole B 0468 to B 0892
MH: B 0468MH: B 0892downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - B 04682 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start5.3 ft. RFJ - Roots Fine Joint, from 10 to 03 o'clock, within 8 inches of joint: YESR30.2 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 10 %, within 8 inches of joint: YESR, Start89.3 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 40 %, within 8 inches of joint: YESR92.5 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 10 %, within 8 inches of joint: YESR, Finish92.5 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish92.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish96.2 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK96.2 ft. AMH - Downstream Manhole, Survey Ends - B 0892

Observation photos (5)

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

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

  • Roots Fine Joint, from 10 to 03 o'clock, within 8 inches of joint: YESR

    5.3 ft. - Roots Fine Joint, from 10 to 03 o'clock, within 8 inches of joint: YESR

  • Roots Medium Joint, from 09 to 03 o'clock, 10 %, within 8 inches of joint: YESR, Start

    30.2 ft. - Roots Medium Joint, from 09 to 03 o'clock, 10 %, within 8 inches of joint: YESR, Start

  • Roots Medium Joint, from 09 to 03 o'clock, 40 %, within 8 inches of joint: YESR

    89.3 ft. - Roots Medium Joint, from 09 to 03 o'clock, 40 %, within 8 inches of joint: YESR

All inspections of P08988Work order 833589

Observations (13)

DistanceCodeObservation
92.5RMJ—
89.3RMJ—
5.3RFJ—
2DAGS—
92.5SAP—
30.2RMJ—
96.2MGOCONNECTION AT MH 3 O'CLOCK
0MWL—
2SAP—
0MWM—
96.2AMHB 0892
92.5DAGS—
0AMHB 0468

Properties (7)

additional_info
SC411278
custom_field_three
PROJECTING AGGREGATE
custom_field_two
3
customer
1
datetime
2020-06-04T02:02:30-07:00
documentation
PRO PIPE
is_lateral_inspection
false