Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 4, 2020, 08:51 AM

  • B 0469_B 0468_06042020_015921.mp4

Date
06/04/2020
W/O
833589
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00094
PipeID
P08989
Time
1:51 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 0469
Downstream MH
B 0468
Dir. of Survey
Downstream
Length Surveyed
185.2 ft.
Total Length
185.2 ft.
Structural Index
3
Structural Quick
3F00
Structural Rating
108
O&M Index
2
O&M Quick
322F
O&M Rating
81
Overall Index
2
Overall Quick
—
Overall Rating
189
Pipe schematic from manhole B 0469 to B 0468
MH: B 0469MH: B 0468downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - B 04692 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start101.2 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 10 %, within 8 inches of joint: YESR112.7 ft. RFC - Roots Fine Connection, from 09 to 11 o'clock, within 8 inches of joint: YES112.7 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"140.7 ft. RFJ - Roots Fine Joint, at 10 o'clock, within 8 inches of joint: YESR149.1 ft. RFJ - Roots Fine Joint, from 11 to 03 o'clock, within 8 inches of joint: YESR179.8 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 10 %, within 8 inches of joint: YESR183 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish183 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish185.2 ft. AMH - Downstream Manhole, Survey Ends - B 0468

Observation photos (7)

  • 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

  • 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

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

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

  • Roots Fine Connection, from 09 to 11 o'clock, within 8 inches of joint: YES

    112.7 ft. - Roots Fine Connection, from 09 to 11 o'clock, within 8 inches of joint: YES

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

    140.7 ft. - Roots Fine Joint, at 10 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 11 to 03 o'clock, within 8 inches of joint: YESR

    149.1 ft. - Roots Fine Joint, from 11 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

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

All inspections of P08989Work order 833589

Observations (14)

DistanceCodeObservation
183DAGS—
183SAP—
140.7RFJ—
2SAP—
0MWL—
101.2RMJ—
179.8RMJ—
0MWM—
185.2AMHB 0468
0AMHB 0469
2DAGS—
149.1RFJ—
112.7RFC—
112.7TBA—

Properties (7)

additional_info
SC411278
custom_field_three
PROJECTING AGGREGATE
custom_field_two
3
customer
1
datetime
2020-06-04T01:51:08-07:00
documentation
PRO PIPE
is_lateral_inspection
false