Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 15, 2015, 10:31 AM

  • 18 0387_18 0551_20151215_030011.mp4

Date
12/15/2015
W/O
541646
Weather
Dry
Operator/Surveyor
J. HARRTOOG
Sewer ID
Z00703
PipeID
P14402
Time
2:31 AM
Certificate
U507033386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K2889
Sewer Name
18 SORENSEN AVENUE TRUNK
City
WHITTIER, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
10
Purpose
Routine Assessment
Project
WO_541646_TV18014_DEC2015
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
10 in.
Upstream MH
18 0551
Downstream MH
18 0387
Dir. of Survey
Upstream
Length Surveyed
288.8 ft.
Total Length
288.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
4135
O&M Rating
29
Overall Index
2
Overall Quick
—
Overall Rating
29
Pipe schematic from manhole 18 0551 to 18 0387
MH: 18 0551MH: 18 0387upstream0 ft. MSA - Survey Abandoned - REACHED DOWNSTERAM POINT ON VIDEO. REVERSAL IS COMPLETE AT ROOTBALL.0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish3.6 ft. RMJ - Roots Medium Joint, from 08 to 03 o'clock, 10 %, within 8 inches of joint: YESR6.7 ft. RMJ - Roots Medium Joint, from 08 to 03 o'clock, 10 %, within 8 inches of joint: YESR16.1 ft. RMJ - Roots Medium Joint, from 09 to 02 o'clock, 10 %, within 8 inches of joint: YESR18.6 ft. RMJ - Roots Medium Joint, from 09 to 04 o'clock, 30 %, within 8 inches of joint: YESR21.4 ft. RFJ - Roots Fine Joint, at 09 o'clock, within 8 inches of joint: YESR24.2 ft. RFJ - Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YESR28 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 30 %, within 8 inches of joint: YESR39.6 ft. RFJ - Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YESR45.3 ft. RFJ - Roots Fine Joint, at 10 o'clock, within 8 inches of joint: YESR70 ft. RFJ - Roots Fine Joint, from 12 to 02 o'clock, within 8 inches of joint: YESR72.7 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR175.3 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4"286.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start288.6 ft. MWM - Water Mark, 50 %of cross sectional area288.7 ft. MGO - Reversal Inspection288.8 ft. MWL - Water Level, 10 %of cross sectional area288.8 ft. AMH - Downstream Manhole, Survey Begins - 18 0387

Observation photos (2)

  • Roots Medium Joint, from 09 to 03 o'clock, 30 %, within 8 inches of joint: YESR

    260.8 ft. - Roots Medium Joint, from 09 to 03 o'clock, 30 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 09 to 04 o'clock, 30 %, within 8 inches of joint: YESR

    270.2 ft. - Roots Medium Joint, from 09 to 04 o'clock, 30 %, within 8 inches of joint: YESR

All inspections of P14402Work order 541646

Observations (19)

DistanceCodeObservation
0MWL—
264.6RFJ—
288.8MSAREACHED DOWNSTERAM POINT ON VIDEO. REVERSAL IS COMPLETE AT ROOTBALL.
0AMH18 0387
243.5RFJ—
288.8DAGS—
260.8RMJ—
267.4RFJ—
272.7RMJ—
218.8RFJ—
0.1MGO—
282.1RMJ—
216.1RFJ—
2DAGS—
113.5TBA—
0.2MWM—
249.2RFJ—
285.2RMJ—
270.2RMJ—

Properties (6)

additional_info
SC224465
custom_field_two
4
customer
LACSD
datetime
2015-12-15T02:31:04-08:00
documentation
PRO PIPE
is_lateral_inspection
false