Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 6, 2016, 11:08 AM

  • 18 0425_18 0076 _06102016_041757.mp4

Date
10/06/2016
W/O
597011
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00698
PipeID
P13893
Time
4:08 AM
Certificate
U-507-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3731
Sewer Name
18 SANTA FE STREET TRUNK
City
WHITTIER, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
WO_597011_TV18083_OCT2016
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0076
Downstream MH
18 0425
Dir. of Survey
Upstream
Length Surveyed
222.8 ft.
Total Length
222.8 ft.
Structural Index
3
Structural Quick
3222
Structural Rating
10
O&M Index
2
O&M Quick
312G
O&M Rating
79
Overall Index
2
Overall Quick
—
Overall Rating
89
Pipe schematic from manhole 18 0076 to 18 0425
MH: 18 0076MH: 18 0425upstream0 ft. MGO - General Observation - FLOW DIVERTER IN MANHOLE0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish0 ft. AMH - Upstream Manhole, Survey Ends - 18 04254.8 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish7.4 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish7.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish64.4 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES93.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start157.8 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 4"189.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start217 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start220.8 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start222.8 ft. MWL - Water Level, 15 %of cross sectional area222.8 ft. AMH - Downstream Manhole, Survey Begins - 18 0076222.8 ft. MWL - Water Level, 5 %of cross sectional area

Observation photos (5)

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

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

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

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

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

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

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

    129.1 ft. - Surface Spalling, 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

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

All inspections of P13893Work order 597011

Observations (15)

DistanceCodeObservation
222.8MGOFLOW DIVERTER IN MANHOLE
33.6DAE—
0MWL—
215.4DAE—
158.4ID—
215.3SSS—
0AMH18 0076
218SAV—
2SAV—
222.8DAGS—
65TFA—
5.8DAGS—
222.8AMH18 0425
0MWL—
129.1SSS—

Properties (6)

additional_info
SC303718
custom_field_two
2
customer
LACSD
datetime
2016-10-06T04:08:00-07:00
documentation
PRO-PIPE
is_lateral_inspection
false