Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 19, 2020, 04:20 PM

  • 1_1_2_19102020_104040.mp4

Date
10/19/2020
W/O
0853364
Weather
Dry
Operator/Surveyor
FRANKLIN
Sewer ID
Z00139
PipeID
P09814
Time
9:20 AM
Certificate
U-415-06024039
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0348
Sewer Name
JOINT OUTFALL C - UNIT 8A
City
LONG BEACH
Loc. details
Parking Lot
Location Code
G
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
09
Purpose
Capital Improvement Program Assesment
Project
20201019DF_JOINT_OUTFALL_C_UNIT_8A
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Width
15 in.
Upstream MH
C 0351
Downstream MH
C 0350
Dir. of Survey
Downstream
Length Surveyed
599.2 ft.
Total Length
599.2 ft.
Structural Index
4
Structural Quick
5l3W
Structural Rating
1720
O&M Index
2
O&M Quick
4132
O&M Rating
248
Overall Index
3
Overall Quick
—
Overall Rating
1968
Pipe schematic from manhole C 0351 to C 0350
MH: C 0351MH: C 0350downstream0 ft. AMH - Upstream Manhole, Survey Begins - 9:31 AM0 ft. MWL - Water Level, 25 %of cross sectional area1 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start10.6 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start56.6 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start454.5 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES582.7 ft. ID - Infiltration Dripper, at 09 o'clock, within 8 inches of joint: YES586.1 ft. IR - Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES597.6 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish597.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish597.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish597.6 ft. MGO - General Observation - CONN @ MH 3 O'CLOCK/ACTIVE597.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish597.6 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish599.2 ft. AMH - Downstream Manhole, Survey Ends - 11:54 AM

Observation photos (3)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    56.6 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

    454.5 ft. - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

All inspections of P09814Work order 0853364

Observations (18)

DistanceCodeObservation
597.6SRC—
586.1IR—
56.6SRC—
0AMH9:31 AM
0MWL—
597.6DAGS—
2DAGS—
597.6SAP—
2SSS—
454.5ID—
2SAP—
582.7ID—
597.6MGOCONN @ MH 3 O'CLOCK/ACTIVE
599.2AMH11:54 AM
597.6SSS—
1MWM—
597.6SRV—
10.6SRV—

Properties (6)

custom_field_three
2
custom_field_two
2
customer
1
datetime
2020-10-19T09:20:53-07:00
documentation
FRANKLIN, SHADLER, IGNACIO, BRAR
is_lateral_inspection
false