Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 2, 2017, 06:07 AM
  • B 0259_B 0258 _01052017_230736.mp4

Date
05/01/2017
W/O
630216
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00079
PipeID
P08738
Time
11:07 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K4480
Sewer Name
B JOINT OUTFALL B - UNIT 1F
City
ROSEMEAD
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
27
Purpose
Routine Assessment
Project
WO_630216_TV15042_APR2017
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
B 0259
Downstream MH
B 0258
Dir. of Survey
Downstream
Length Surveyed
300 ft.
Total Length
300 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
3122
O&M Rating
7
Overall Index
2
Overall Quick
Overall Rating
9
Pipe schematic from manhole B 0259 to B 0258
MH: B 0259MH: B 0258downstream0 ft. AMH - Upstream Manhole, Survey Begins - B 02590 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK14.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start22.8 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 4"49.6 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES138.9 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"141.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"142.8 ft. RMC - Roots Medium Connection, from 03 to 04 o'clock, 10 %, within 8 inches of joint: YES142.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"190.1 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 4"264.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish300 ft. AMH - Downstream Manhole, Survey Ends - B 0258

Observation photos (3)

  • Deposits Settled Other,  10 %of cross sectional area, at 06 o'clock,  , within 8 inches of joint: YES, Start

    14.6 ft. - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

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

    49.6 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES

  • Roots Medium Connection, from 03 to 04 o'clock, 10 %, within 8 inches of joint: YES

    142.8 ft. - Roots Medium Connection, from 03 to 04 o'clock, 10 %, within 8 inches of joint: YES

Observations (14)

DistanceCodeObservation
0AMHB 0259
142.8RMC
49.6CL
0MWM
142.8TF
0MWL
141.4TF
138.9TFA
0MGOCONNECTION AT MH 3 O'CLOCK
190.1TFA
22.8TF
264.4DSZ
14.6DSZ
300AMHB 0258

Properties (6)

additional_info
SC345190
custom_field_two
4
customer
LACSD
datetime
2017-05-01T23:07:04-07:00
documentation
PROPIPE
is_lateral_inspection
false