Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 4, 2015, 08:32 AM

  • 30 0146_30 0145_20151204_015637_.mpg

Date
12/04/2015
W/O
536532
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00878
PipeID
P17851
Time
12:32 AM
Certificate
12345
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K2957
Sewer Name
30 SOUTH BAY CITIES MAIN TRUNK
City
REDONDO BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 30
Page No.
07
Purpose
Routine Assessment
Project
WO_536532_TV30036_NOV2015
Material
Vitrified Clay Pipe
Shape
Other
Height
18 in.
Upstream MH
30 0145
Downstream MH
30 0146
Dir. of Survey
Upstream
Length Surveyed
285.2 ft.
Total Length
285.2 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
4214
O&M Rating
12
Overall Index
2
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole 30 0145 to 30 0146
MH: 30 0145MH: 30 0146upstream0 ft. AMH - Upstream Manhole, Survey Ends - 30 01462.8 ft. DAGS - Deposits Attached Grease, 30 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish27.5 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6"79.1 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"79.1 ft. RFC - Roots Fine Connection, from 01 to 06 o'clock, within 8 inches of joint: YES82.4 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6", 6"173.4 ft. RFJ - Roots Fine Joint, from 12 to 05 o'clock, within 8 inches of joint: YESR177.2 ft. RFJ - Roots Fine Joint, from 11 to 06 o'clock, within 8 inches of joint: YESR217.7 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6"221.1 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"221.1 ft. RFL - Roots Fine Lateral, at 01 o'clock278.2 ft. DAGS - Deposits Attached Grease, 30 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start285.2 ft. MGO - General Observation - CONNECTION AT MANHOLE285.2 ft. MWM - Water Mark, 30 %of cross sectional area285.2 ft. MGO - General Observation - CONNECTION AT MANHOLE285.2 ft. AMH - Downstream Manhole, Survey Begins - 30 0145285.2 ft. MWL - Water Level, 25 %of cross sectional area

Observation photos (11)

  • General Observation - CONNECTION AT MANHOLE

    0 ft. - General Observation - CONNECTION AT MANHOLE

  • General Observation - CONNECTION AT MANHOLE

    0 ft. - General Observation - CONNECTION AT MANHOLE

  • Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"

    64.1 ft. - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"

  • Roots Fine Lateral, at 01 o'clock

    64.1 ft. - Roots Fine Lateral, at 01 o'clock

  • Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6"

    67.5 ft. - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6"

  • Roots Fine Joint, from 11 to 06 o'clock, within 8 inches of joint: YESR

    108 ft. - Roots Fine Joint, from 11 to 06 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 12 to 05 o'clock, within 8 inches of joint: YESR

    111.8 ft. - Roots Fine Joint, from 12 to 05 o'clock, within 8 inches of joint: YESR

  • Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6", 6"

    202.8 ft. - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6", 6"

  • Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"

    206.1 ft. - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"

  • Roots Fine Connection, from 01 to 06 o'clock, within 8 inches of joint: YES

    206.1 ft. - Roots Fine Connection, from 01 to 06 o'clock, within 8 inches of joint: YES

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6"

    257.7 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6"

All inspections of P17851Work order 536532

Observations (17)

DistanceCodeObservation
64.1TF—
285.2AMH30 0146
206.1TF—
67.5TFC—
0MGOCONNECTION AT MANHOLE
206.1RFC—
0MWM—
0MGOCONNECTION AT MANHOLE
64.1RFL—
282.4DAGS—
111.8RFJ—
108RFJ—
202.8TFC—
0AMH30 0145
7DAGS—
0MWL—
257.7TB—

Properties (5)

additional_info
SC205554
custom_field_two
4
customer
LACSD
datetime
2015-12-04T00:32:47-08:00
sewer_category
GRAVITY