Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 27, 2018, 06:57 AM
  • 32 1176_32 1175 _27072018_001740.mp4

Date
07/26/2018
W/O
717961
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00839
PipeID
P19630
Time
11:57 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K5882
Sewer Name
32 SAN FERNANDO ROAD TRUNK
City
SANTA CLARITA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
09
Purpose
Routine Assessment
Project
WO_717961_TV32021_AUG2018
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
491.4 ft.
Total Length
491.4 ft.
Structural Index
3
Structural Quick
3J00
Structural Rating
162
O&M Index
2
O&M Quick
2f00
O&M Rating
392
Overall Index
2
Overall Quick
Overall Rating
554
Pipe schematic from manhole 32 1175 to 32 1176
MH: 32 1175MH: 32 1176upstream0 ft. AMH - Upstream Manhole, Survey Ends - 32 11761.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish1.8 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish1.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish148.3 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"217.8 ft. MGO - General Observation - MAG COAING THROUGHOUT 75%252.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"256.6 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"274.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start275.3 ft. MMC - Material Change, Concrete pipe (non-reinfored)344.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"344.5 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"431.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"437.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"489.4 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start489.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start491.4 ft. MWL - Water Level, 15 %of cross sectional area491.4 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK491.4 ft. AMH - Downstream Manhole, Survey Begins - 32 1175491.4 ft. MWM - Water Mark, 25 %of cross sectional area

Observation photos (4)

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

    2 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, 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

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

  • Material Change, Concrete pipe (non-reinfored)

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

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

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

Observations (20)

DistanceCodeObservation
2DAE
0MWL
59.6TFC
0MGOACTIVE CONNECTION AT MH 3 O'CLOCK
53.5TFC
2DAGS
0AMH32 1175
234.8TF
343.1TBA
216.1MMC
489.6DAGS
489.6DAE
217.2SAP
0MWM
147.3TB
273.6MGOMAG COAING THROUGHOUT 75%
489.6SAP
146.9TB
238.5TFC
491.4AMH32 1176

Properties (4)

additional_info
SC359750
custom_field_two
2
customer
LACSD
datetime
2018-07-26T23:57:49-07:00