Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 7, 2018, 08:46 AM
  • 04 0077_04 0076 _07022018_005949.mp4

Date
02/07/2018
W/O
685064
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00415
PipeID
P11814
Time
12:46 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K5433
Sewer Name
04 SHERMAN TRUNK
City
WEST HOLLYWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 04
Page No.
01
Purpose
Routine Assessment
Project
WO_685064_TV04009_FEB2018
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
04 0077
Downstream MH
04 0076
Dir. of Survey
Downstream
Length Surveyed
242 ft.
Total Length
242 ft.
Structural Index
3
Structural Quick
4231
Structural Rating
13
O&M Index
1
O&M Quick
3124
O&M Rating
26
Overall Index
2
Overall Quick
Overall Rating
39
Pipe schematic from manhole 04 0077 to 04 0076
MH: 04 0077MH: 04 0076downstream0 ft. AMH - Upstream Manhole, Survey Begins - 04 00770 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. MWM - Water Mark, 15 %of cross sectional area2.1 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start65.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"124.3 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start130.2 ft. RML - Roots Medium Lateral, at 10 o'clock, 35 %, within 8 inches of joint: NO130.2 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"130.2 ft. RFC - Roots Fine Connection, at 10 o'clock138.5 ft. TS - Tap Saddle, at 10 o'clock, -, within 8 inches of joint: NO, 6"148 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"148.3 ft. TFD - Tap Factory Made Defective, at 11 o'clock, -, within 8 inches of joint: NO, 6", 6" - GAPS AROUND LATERAL, POSSIBLE SOIL VISIBLE191.7 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish204.4 ft. TFD - Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: NO, 6", 6" - GAP AROUND LATERAL, POSSIBLE SOIL VISIBLE205.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"208.8 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"208.8 ft. RFL - Roots Fine Lateral, at 10 o'clock208.8 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"229.3 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish235.5 ft. IW - Infiltration Weeper, at 09 o'clock, within 8 inches of joint: YES235.5 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES237.8 ft. IW - Infiltration Weeper, from 08 to 09 o'clock, within 8 inches of joint: YES237.8 ft. CS - Crack Spiral, from 07 to 10 o'clock, within 8 inches of joint: YES242 ft. AMH - Downstream Manhole, Survey Ends - 04 0076

Observation photos (6)

  • Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.1 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    124.3 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Infiltration Weeper, at 09 o'clock, within 8 inches of joint: YES

    235.5 ft. - Infiltration Weeper, at 09 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

    235.5 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Infiltration Weeper, from 08 to 09 o'clock, within 8 inches of joint: YES

    237.8 ft. - Infiltration Weeper, from 08 to 09 o'clock, within 8 inches of joint: YES

  • Crack Spiral, from 07 to 10 o'clock, within 8 inches of joint: YES

    237.8 ft. - Crack Spiral, from 07 to 10 o'clock, within 8 inches of joint: YES

Observations (26)

DistanceCodeObservation
237.8IW
204.4TFDGAP AROUND LATERAL, POSSIBLE SOIL VISIBLE
208.8TB
0AMH04 0077
124.3RFJ
130.2RML
242AMH04 0076
235.5IW
0MGOCONNECTION AT MH 3 O'CLOCK
130.2TF
0MWL
205.2TB
229.3FM
208.8RFL
138.5TS
2.1FM
0MGOCONNECTION AT MH 9 O'CLOCK
148TFC
0MWM
235.5CM
148.3TFDGAPS AROUND LATERAL, POSSIBLE SOIL VISIBLE
65.9TFC
208.8TF
191.7RFJ
130.2RFC
237.8CS

Properties (6)

additional_info
SC347071
custom_field_two
2
customer
LACSD
datetime
2018-02-07T00:46:50-08:00
documentation
PROPIPE
is_lateral_inspection
false