Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 20, 2019, 05:35 AM
  • 32 1176_32 1175 _08192019_225624.mp4

Date
08/19/2019
W/O
782269
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00839
PipeID
P19630
Time
10:35 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6868
Sewer Name
32 SAN FERNANDO ROAD TRUNK
City
SANTA CLARITA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
09
Purpose
Routine Assessment
Project
RFIR_WO_782269_TV32021_AUG2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
32 1175
Downstream MH
32 1176
Dir. of Survey
Upstream
Length Surveyed
493.3 ft.
Total Length
493.3 ft.
Structural Index
3
Structural Quick
3J00
Structural Rating
165
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
3
Overall Quick
Overall Rating
169
Pipe schematic from manhole 32 1175 to 32 1176
MH: 32 1175MH: 32 1176upstream0 ft. AMH - Upstream Manhole, Survey Ends - 32 11763 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish149.5 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"254.1 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"258.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"276.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start276.9 ft. MMC - Material Change, Concrete pipe (non-reinfored)345.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"346 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"433.1 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"439.1 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"491.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start491.3 ft. MGO - General Observation - MAG COATING THROUGHOUT493.3 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK493.3 ft. AMH - Downstream Manhole, Survey Begins - 32 1176493.3 ft. MWL - Water Level, 15 %of cross sectional area493.3 ft. MWM - Water Mark, 20 %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

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

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

  • Material Change, Concrete pipe (non-reinfored)

    216.4 ft. - Material Change, Concrete pipe (non-reinfored)

Observations (18)

DistanceCodeObservation
239.2TFC
343.8TBA
216.4SAP
148TB
2DAGS
0MGOACTIVE CONNECTION AT MH 3 O'CLOCK
2MGOMAG COATING THROUGHOUT
54.2TFC
60.2TFC
490.3DAGS
493.3AMH32 1176
147.3TBA
216.4MMC
0AMH32 1176
0MWL
0MWM
235.1TB
490.3SAP

Properties (6)

additional_info
SC378338
custom_field_two
2
customer
LACSD
datetime
2019-08-19T22:35:47-07:00
documentation
PRO PIPE
is_lateral_inspection
false