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Wastewater/Activity/PacpInspection/1.0
Mar 14, 2016, 09:27 AM
19 0140_19 0139_20160314_033625.mp4
Date
03/14/2016
W/O
557968
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00722
PipeID
P15330
Time
2:27 AM
Certificate
U-507-03-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3223
Sewer Name
19 EAST ARTESIA TRUNK, SECTS 1,2,3,&5
City
CERRITOS, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
03
Purpose
Routine Assessment
Project
WO_557968_TV19021_2016MAR
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
19 0140
Downstream MH
19 0139
Dir. of Survey
Downstream
Length Surveyed
83.2 ft.
Total Length
83.2 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
1
O&M Quick
2113
O&M Rating
5
Overall Index
1
Overall Quick
—
Overall Rating
5
Pipe schematic from manhole 19 0140 to 19 0139
MH: 19 0140
MH: 19 0139
downstream
0 ft. MWM - Water Mark, 35 %of cross sectional area
0 ft. MWL - Water Level, 10 %of cross sectional area
0 ft. MGO - General Observation - LATERAL AT MH 9 OCLOCK
0 ft. AMH - Upstream Manhole, Survey Begins - 19 0140
2.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start
27.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"
48.3 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES
53.5 ft. RFJ - Roots Fine Joint, from 01 to 04 o'clock, within 8 inches of joint: YES
68.1 ft. RFJ - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: NO
83.2 ft. AMH - Downstream Manhole, Survey Ends - 19 0139
83.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish
83.2 ft. MGO - General Observation - MANHOLE HAS BEEN CAPPED OVER
All inspections of P15330
Work order 557968
Observations (12)
Distance
Code
Observation
68.1
RFJ
—
83.2
AMH
19 0139
0
MWM
—
2.4
DAGS
—
0
MWL
—
53.5
RFJ
—
83.2
DAGS
—
0
MGO
LATERAL AT MH 9 OCLOCK
0
AMH
19 0140
48.3
RFJ
—
83.2
MGO
MANHOLE HAS BEEN CAPPED OVER
27.2
TFC
—
Properties (5)
additional_info
SC305313
custom_field_two
4
customer
LACSD
datetime
2016-03-14T02:27:00-07:00
sewer_category
GRAVITY