Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 10, 2019, 08:04 AM

  • 05 1269_05 1268 _10072019_010311.mp4

Date
07/10/2019
W/O
771912
Weather
Dry
Operator/Surveyor
J VARGASD
Sewer ID
Z00518
PipeID
P06481
Time
1:04 AM
Certificate
U-209-8149
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6755
Sewer Name
05 SO HAWTHORNE-WARFIELD AV EXT TR, SECT 4
City
REDONDO BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
19
Purpose
Maintenance Related
Project
RFIR_WO_771912_TV05332_JUN2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
05 1269
Downstream MH
05 1268
Dir. of Survey
Downstream
Length Surveyed
208.4 ft.
Total Length
208.4 ft.
Structural Index
3
Structural Quick
3G00
Structural Rating
117
O&M Index
2
O&M Quick
2G00
O&M Rating
84
Overall Index
2
Overall Quick
—
Overall Rating
201
Pipe schematic from manhole 05 1269 to 05 1268
MH: 05 1269MH: 05 1268downstream0 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 9 OCLOCK0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 05 12690 ft. MWM - Water Mark, 35 %of cross sectional area1.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start4.4 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start5.9 ft. TFC - Tap Factory Made Capped, at 03 o'clock, -, within 8 inches of joint: NO, 4"85.9 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 4"110.4 ft. TFC - Tap Factory Made Capped, at 03 o'clock, -, within 8 inches of joint: NO, 4"114.1 ft. TBI - Tap Break-In Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 4", 1", 4" - OPEN CONNECTION WITH POSSIBLE SOIL187.1 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: YES, 4" - OPEN CONNECTION201.1 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish205.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish208.4 ft. MGO - General Observation - DROP ACTIVE CONNECTION AT MH 3 OCLOCK208.4 ft. AMH - Downstream Manhole, Survey Ends - 05 1268

Observation photos (3)

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

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

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

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

  • Tap Break-In Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 4", 1", 4" - OPEN CONNECTION WITH POSSIBLE SOIL

    114.1 ft. - Tap Break-In Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 4", 1", 4" - OPEN CONNECTION WITH POSSIBLE SOIL

All inspections of P06481Work order 771912

Observations (15)

DistanceCodeObservation
110.4TFC—
0MGOACTIVE CONNECTION AT MH 9 OCLOCK
1.4DAGS—
0MWL—
187.1TBOPEN CONNECTION
0AMH05 1269
208.4MGODROP ACTIVE CONNECTION AT MH 3 OCLOCK
0MWM—
208.4AMH05 1268
4.4CM—
114.1TBIOPEN CONNECTION WITH POSSIBLE SOIL
5.9TFC—
205.1DAGS—
85.9TB—
201.1CM—

Properties (6)

additional_info
SC378258
custom_field_two
3
customer
LACSD
datetime
2019-07-10T01:04:39-07:00
documentation
PRO- PIPE
is_lateral_inspection
false