Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 19, 2017, 06:00 AM
Date
05/18/2017
W/O
635639
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00706
PipeID
P14604
Time
11:00 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4500
Sewer Name
18 SO WHITTIER OUTFALL TR, SECTS 1,2,3,&4
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
26
Purpose
Routine Assessment
Project
WO_635639_TV18103_MAY2017
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
18 0750A
Downstream MH
18 0750
Dir. of Survey
Downstream
Length Surveyed
212.5 ft.
Total Length
212.5 ft.
Structural Index
4
Structural Quick
5H3H
Structural Rating
357
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
357
Pipe schematic from manhole 18 0750A to 18 0750
MH: 18 0750AMH: 18 0750downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 0750A2.1 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start53.8 ft. HVV - Hole Void Visible, from 04 to 05 o'clock, within 8 inches of joint: NO56 ft. HSV - Hole Soil Visible, from 04 to 05 o'clock, within 8 inches of joint: NO67.6 ft. HSV - Hole Soil Visible, at 04 o'clock, within 8 inches of joint: NO110.1 ft. H - Hole, at 04 o'clock, within 8 inches of joint: NO210.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish210.8 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish211 ft. SRP - Surface Reinforcement Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO212.4 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK212.5 ft. AMH - Downstream Manhole, Survey Ends - 18 0750

Observation photos (7)

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

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

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

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

  • Hole Void Visible, from 04 to 05 o'clock, within 8 inches of joint: NO

    53.8 ft. - Hole Void Visible, from 04 to 05 o'clock, within 8 inches of joint: NO

  • Hole Soil Visible, from 04 to 05 o'clock, within 8 inches of joint: NO

    56 ft. - Hole Soil Visible, from 04 to 05 o'clock, within 8 inches of joint: NO

  • Hole Soil Visible, at 04 o'clock, within 8 inches of joint: NO

    67.6 ft. - Hole Soil Visible, at 04 o'clock, within 8 inches of joint: NO

  • Hole, at 04 o'clock, within 8 inches of joint: NO

    110.1 ft. - Hole, at 04 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO

    211 ft. - Surface Reinforcement Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO

All inspections of P14604Work order 635639

Observations (14)

DistanceCodeObservation
2.1SRV—
56HSV—
53.8HVV—
210.8SRV—
212.4MGOCONNECTION AT MH 9 O'CLOCK
0MWM—
0MWL—
211SRP—
0AMH18 0750A
210.7SAP—
2.1SAP—
212.5AMH18 0750
110.1H—
67.6HSV—

Properties (5)

additional_info
SC345310
custom_field_two
1
customer
LACSD
datetime
2017-05-18T23:00:44-07:00
sewer_category
Gravity