Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 27, 2021, 07:16 AM

  • B 0258_B 0257_04272021_003330.mp4

Date
04/27/2021
W/O
885833
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00079
PipeID
P08737
Time
12:16 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8789
Sewer Name
B JOINT OUTFALL B - UNIT 1F
City
ROSEMEAD
Loc. details
Sidewalk
Location Code
F
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
31
Purpose
Routine Assessment
Project
RFIR_WO_885833_TV15239_APR2021
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
27 in.
Width
60 in.
Upstream MH
B 0257
Downstream MH
B 0258
Dir. of Survey
Upstream
Length Surveyed
368.1 ft.
Total Length
368.1 ft.
Structural Index
3
Structural Quick
3D00
Structural Rating
75
O&M Index
2
O&M Quick
2N11
O&M Rating
147
Overall Index
2
Overall Quick
—
Overall Rating
222
Pipe schematic from manhole B 0257 to B 0258
MH: B 0257MH: B 0258upstream0 ft. AMH - Upstream Manhole, Survey Ends - B 02582.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish26.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"90.4 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"91.5 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"106.8 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"158.9 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"159.5 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"203.9 ft. TBA - Tap Break-In Active, at 09 o'clock, -, within 8 inches of joint: NO, 6"203.9 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"214.3 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Finish242.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"243.5 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"283 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"337 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start339.8 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"339.8 ft. RFC - Roots Fine Connection, from 11 to 01 o'clock, within 8 inches of joint: YES366.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start368.1 ft. AMH - Downstream Manhole, Survey Begins - B 0257368.1 ft. MWM - Water Mark, 20 %of cross sectional area368.1 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (3)

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

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

  • Roots Fine Connection, from 11 to 01 o'clock, within 8 inches of joint: YES

    28.3 ft. - Roots Fine Connection, from 11 to 01 o'clock, within 8 inches of joint: YES

  • Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start

    31.1 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start

All inspections of P08737Work order 885833

Observations (21)

DistanceCodeObservation
2DAGS—
368.1AMHB 0258
28.3TBA—
276.6TBA—
341.8TBA—
0AMHB 0257
164.2TBA—
0MWM—
153.8FL—
31.1FL—
209.2TBA—
261.3TBA—
28.3RFC—
277.7TBA—
125.8TBA—
0MWL—
164.2TBA—
124.6TBA—
365.4DAGS—
85.1TBA—
208.6TBA—

Properties (7)

additional_info
630069042621202
custom_field_three
FRACTURES
custom_field_two
3
customer
1
datetime
2021-04-27T00:16:56-07:00
documentation
PRO PIPE
is_lateral_inspection
false