Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 15, 2015, 09:39 AM

  • 18 0387_18 0551_20151215_020023.mp4

Date
12/15/2015
W/O
541646
Weather
Dry
Operator/Surveyor
J. HARRTOOG
Sewer ID
Z00703
PipeID
P14402
Time
1:39 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 0387
Downstream MH
18 0551
Dir. of Survey
Downstream
Length Surveyed
189.9 ft.
Total Length
189.9 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
4135
O&M Rating
119
Overall Index
2
Overall Quick
—
Overall Rating
119
Pipe schematic from manhole 18 0387 to 18 0551
MH: 18 0387MH: 18 0551downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 03870 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start27.3 ft. RFJ - Roots Fine Joint, at 09 o'clock, within 8 inches of joint: YESR30.4 ft. RFJ - Roots Fine Joint, at 09 o'clock, within 8 inches of joint: YESR33.2 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR36.1 ft. RFJ - Roots Fine Joint, at 03 o'clock, within 8 inches of joint: YESR48.5 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR, Start59.7 ft. RMJ - Roots Medium Joint, from 10 to 04 o'clock, 5 %, within 8 inches of joint: YESR126 ft. RMJ - Roots Medium Joint, at 09 o'clock, 5 %, within 8 inches of joint: YESR129 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 10 %, within 8 inches of joint: YESR, Start129 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR, Finish144.8 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 10 %, within 8 inches of joint: YESR, Finish152.8 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR173.9 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR, Start189 ft. RBJ - Roots Ball Joint, from 07 to 05 o'clock, 75 %, within 8 inches of joint: YESR189.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish189.9 ft. MSA - Survey Abandoned - TOO LARGE TOOT BALL189.9 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR, Finish

Observation photos (2)

  • Roots Ball Joint, from 07 to 05 o'clock, 75 %, within 8 inches of joint: YESR

    189 ft. - Roots Ball Joint, from 07 to 05 o'clock, 75 %, within 8 inches of joint: YESR

  • Survey Abandoned - TOO LARGE TOOT BALL

    189.9 ft. - Survey Abandoned - TOO LARGE TOOT BALL

All inspections of P14402Work order 541646

Observations (20)

DistanceCodeObservation
189.9DAGS—
129RMJ—
144.8RMJ—
126RMJ—
189.9MSATOO LARGE TOOT BALL
36.1RFJ—
0MWL—
189RBJ—
2DAGS—
0AMH18 0387
48.5RFJ—
152.8RFJ—
0MWM—
33.2RFJ—
59.7RMJ—
27.3RFJ—
129RFJ—
173.9RFJ—
189.9RFJ—
30.4RFJ—

Properties (6)

additional_info
SC224465
custom_field_two
5
customer
LACSD
datetime
2015-12-15T01:39:01-08:00
documentation
PRO PIPE
is_lateral_inspection
false