Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 8, 2019, 04:45 PM

  • Section#1_18 0971A_18 0986__782019__I 0170.mp4

Date
07/08/2019
W/O
0777340
Weather
Dry
Operator/Surveyor
BRAR
Sewer ID
Z00716
PipeID
P14823
Time
9:45 AM
Certificate
0618-0703002249
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I 0170
Sewer Name
18 WORSHAM CREEK TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
11
Purpose
Maintenance Related
Project
20190708SB_WORSHAM_CREEK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
8 in.
Upstream MH
18 0986
Downstream MH
18 0971A
Dir. of Survey
Upstream
Length Surveyed
95.5 ft.
Total Length
95.5 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2212
O&M Rating
6
Overall Index
2
Overall Quick
—
Overall Rating
6
Pipe schematic from manhole 18 0986 to 18 0971A
MH: 18 0986MH: 18 0971Aupstream0 ft. MSA - Survey Abandoned - HIGH WATER AND FINE ROOTS IN LINE2.1 ft. MGP - General Photograph2.1 ft. RFC - Roots Fine Connection, at 02 o'clock, within 8 inches of joint: YES - 28%2.1 ft. MGP - General Photograph - ROOTS IN TRUNK47.8 ft. RFJ - Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YESR - 20% IN TRUNK48.2 ft. MGP - General Photograph - ROOTS48.2 ft. TFD - Tap Factory Made Defective, at 02 o'clock, -, within 8 inches of joint: YES, 4" - ROOTS IN CONNECTION50.4 ft. TFD - Tap Factory Made Defective, at 02 o'clock, -, within 8 inches of joint: YES, 4"78.4 ft. MGO - General Observation - GREASE 4 TO 8'OcLOCK88.5 ft. MGO - General Observation - ACTIVE LINE AT 2 O'CLOCK @ MH95.4 ft. MWL - Water Level, 10 %of cross sectional area95.4 ft. MGO - General Observation - STOP LOG DOWN AT 2 O'CLOCK IN MH95.4 ft. MWM - Water Mark, 15 %of cross sectional area95.5 ft. AMH - Downstream Manhole, Survey Begins - 9:49 AM

Observation photos (8)

  • General Observation - GREASE 4 TO 8'OcLOCK

    17.1 ft. - General Observation - GREASE 4 TO 8'OcLOCK

  • Tap Factory Made Defective, at 02 o'clock, -, within 8 inches of joint: YES, 4"

    45.1 ft. - Tap Factory Made Defective, at 02 o'clock, -, within 8 inches of joint: YES, 4"

  • General Photograph - ROOTS

    47.3 ft. - General Photograph - ROOTS

  • Tap Factory Made Defective, at 02 o'clock, -, within 8 inches of joint: YES, 4" - ROOTS IN CONNECTION

    47.3 ft. - Tap Factory Made Defective, at 02 o'clock, -, within 8 inches of joint: YES, 4" - ROOTS IN CONNECTION

  • Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YESR - 20% IN TRUNK

    47.7 ft. - Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YESR - 20% IN TRUNK

  • General Photograph

    93.4 ft. - General Photograph

  • Roots Fine Connection, at 02 o'clock, within 8 inches of joint: YES - 28%

    93.4 ft. - Roots Fine Connection, at 02 o'clock, within 8 inches of joint: YES - 28%

  • General Photograph - ROOTS IN TRUNK

    93.4 ft. - General Photograph - ROOTS IN TRUNK

All inspections of P14823Work order 0777340

Observations (14)

DistanceCodeObservation
47.7RFJ20% IN TRUNK
0.1MWL—
7MGOACTIVE LINE AT 2 O'CLOCK @ MH
47.3MGPROOTS
47.3TFDROOTS IN CONNECTION
93.4MGP—
0.1MGOSTOP LOG DOWN AT 2 O'CLOCK IN MH
0.1MWM—
93.4RFC28%
17.1MGOGREASE 4 TO 8'OcLOCK
95.5MSAHIGH WATER AND FINE ROOTS IN LINE
45.1TFD—
93.4MGPROOTS IN TRUNK
0AMH9:49 AM

Properties (8)

additional_info
U-0618-0703002249/POST ROOT EVALUATION
custom_field_three
FINE ROOTS AT 93'
custom_field_two
5
customer
LACSD
datetime
2019-07-08T09:45:10-07:00
documentation
BRAR, FRANKLIN, RUVALCABA
is_lateral_inspection
false
lining
PVCP FOLDED REFORMED