Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 10, 2019, 10:16 AM

  • 05 1263_05 1262 _10072019_034155.mp4

  • 05 1263_05 1262 _10072019_034155.mp4

Date
07/10/2019
W/O
771912
Weather
Dry
Operator/Surveyor
J VARGAS
Sewer ID
Z00518
PipeID
P06474
Time
3:16 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
Routine Assessment
Project
RFIR_WO_771912_TV05332_JUN2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
05 1263
Downstream MH
05 1262
Dir. of Survey
Downstream
Length Surveyed
341.5 ft.
Total Length
341.5 ft.
Structural Index
3
Structural Quick
413F
Structural Rating
105
O&M Index
2
O&M Quick
2T16
O&M Rating
218
Overall Index
2
Overall Quick
—
Overall Rating
323
Pipe schematic from manhole 05 1263 to 05 1262
MH: 05 1263MH: 05 1262downstream0 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 9 OCLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 05 12632 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start39.9 ft. RFJ - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES39.9 ft. RFJ - Roots Fine Joint, at 07 o'clock, within 8 inches of joint: YES43.9 ft. RFJ - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES70.3 ft. TFC - Tap Factory Made Capped, at 09 o'clock, -, within 8 inches of joint: NO, 4"74.5 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"105.6 ft. CM - Crack Multiple, from 12 to 04 o'clock, within 8 inches of joint: YES129.1 ft. TBA - Tap Break-In Open, at 01 o'clock, -, within 8 inches of joint: NO, 4"133.8 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES140.1 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES146.4 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start149.7 ft. CM - Crack Multiple, from 09 to 04 o'clock, within 8 inches of joint: YES, Start189.6 ft. RFJ - Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES193.3 ft. CM - Crack Multiple, from 09 to 04 o'clock, within 8 inches of joint: YES, Finish195.5 ft. B - Broken, from 12 to 02 o'clock, within 8 inches of joint: YES - ROOTS, POSSIBLE SOIL196.3 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"209.8 ft. RFJ - Roots Fine Joint, from 11 to 03 o'clock, within 8 inches of joint: YES218.3 ft. CM - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Start272 ft. TFC - Tap Factory Made Capped, at 09 o'clock, -, within 8 inches of joint: NO, 4"286.2 ft. RFJ - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES296 ft. TFC - Tap Factory Made Capped, at 03 o'clock, -, within 8 inches of joint: NO, 4"334.4 ft. CM - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish335.8 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish338.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish341.5 ft. MGO - General Observation - OPEN CONNECTION AT MH 9 OCLOCK341.5 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 OCLOCK341.5 ft. AMH - Downstream Manhole, Survey Ends - 05 1262

Observation photos (14)

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

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

  • Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

    39.9 ft. - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 07 o'clock, within 8 inches of joint: YES

    39.9 ft. - Roots Fine Joint, at 07 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

    43.9 ft. - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 12 to 04 o'clock, within 8 inches of joint: YES

    105.6 ft. - Crack Multiple, from 12 to 04 o'clock, within 8 inches of joint: YES

  • Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES

    133.8 ft. - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES

  • Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES

    140.1 ft. - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES

  • Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

    146.4 ft. - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

  • Crack Multiple, from 09 to 04 o'clock, within 8 inches of joint: YES, Start

    149.7 ft. - Crack Multiple, from 09 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES

    189.6 ft. - Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES

  • Broken, from 12 to 02 o'clock, within 8 inches of joint: YES - ROOTS, POSSIBLE SOIL

    195.5 ft. - Broken, from 12 to 02 o'clock, within 8 inches of joint: YES - ROOTS, POSSIBLE SOIL

  • Roots Fine Joint, from 11 to 03 o'clock, within 8 inches of joint: YES

    209.8 ft. - Roots Fine Joint, from 11 to 03 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    218.3 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

    286.2 ft. - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

All inspections of P06474Work order 771912

Observations (31)

DistanceCodeObservation
0MWM—
133.8CL—
193.3CM—
338.8DAGS—
189.6RFJ—
296TFC—
195.5BROOTS, POSSIBLE SOIL
0MWL—
341.5MGOOPEN CONNECTION AT MH 9 OCLOCK
341.5MGOACTIVE CONNECTION AT MH 3 OCLOCK
149.7CM—
43.9RFJ—
129.1TBA—
2DAGS—
286.2RFJ—
196.3TBA—
39.9RFJ—
146.4DSF—
218.3CM—
39.9RFJ—
0MGOACTIVE CONNECTION AT MH 9 OCLOCK
74.5TFA—
335.8DSF—
272TFC—
0AMH05 1263
341.5AMH05 1262
140.1DSF—
334.4CM—
105.6CM—
209.8RFJ—
70.3TFC—

Properties (6)

additional_info
SC378258
custom_field_two
1
customer
LACSD
datetime
2019-07-10T03:16:54-07:00
documentation
PRO-PIPE
is_lateral_inspection
false