Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 14, 2016, 09:37 AM

  • 19 0139_19 0138_20160314_035723.mp4

Date
03/14/2016
W/O
557968
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00722
PipeID
P15329
Time
2:37 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
Easement/Right of Way
Location Code
D
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 0139
Downstream MH
19 0138
Dir. of Survey
Downstream
Length Surveyed
422.1 ft.
Total Length
422.1 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
1
O&M Quick
2118
O&M Rating
10
Overall Index
1
Overall Quick
—
Overall Rating
10
Pipe schematic from manhole 19 0139 to 19 0138
MH: 19 0139MH: 19 0138downstream0 ft. MGO - General Observation - U/S MANHOLE CAPPED OVER WITH CLAY PIPE0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 19 01390 ft. MWM - Water Mark, 35 %of cross sectional area4.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start8.4 ft. RFJ - Roots Fine Joint, at 09 o'clock, within 8 inches of joint: YES20.8 ft. RFJ - Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YES30.8 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES32.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"94.3 ft. RFJ - Roots Fine Joint, from 02 to 03 o'clock, within 8 inches of joint: YES113.8 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Start121.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"145.5 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish172.4 ft. RFJ - Roots Fine Joint, at 03 o'clock, within 8 inches of joint: YES192.9 ft. RFJ - Roots Fine Joint, at 03 o'clock, within 8 inches of joint: YES219.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"220.2 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Start318.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"410.1 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish419.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish422.1 ft. AMH - Downstream Manhole, Survey Ends - 19 0138
All inspections of P15329Work order 557968

Observations (21)

DistanceCodeObservation
219.6TFC—
113.8RFJ—
145.5RFJ—
4.1DAGS—
0MGOU/S MANHOLE CAPPED OVER WITH CLAY PIPE
410.1RFJ—
422.1AMH19 0138
8.4RFJ—
94.3RFJ—
121.2TFC—
419.1DAGS—
0MWL—
192.9RFJ—
0AMH19 0139
172.4RFJ—
0MWM—
318.4TFC—
32.4TFC—
220.2RFJ—
20.8RFJ—
30.8RFJ—

Properties (5)

additional_info
SC305313
custom_field_two
4
customer
LACSD
datetime
2016-03-14T02:37:00-07:00
sewer_category
GRAVITY