HomeMy WebLinkAboutSM20-SM6South Tahoe Public Utility District
Page P-1
Number of sections 1
Total length of sections 213.57 ft
Total length of inspected sections 213.57 ft
Total length of not inspected sections 0.00 ft
Total abandoned inspections 0
Number of section inspection photos 14
Number of section inspection videos 0
Number of section inspection scans 1
Number of section inclination measurements 0
Pipe Segment
Reference
SM20-SM6 Upstream MH SM20
City SLT Downstream MH SM6
Street Christie Dr Profile Circular 6inch
Total Length 213.6 Material Asbestos Cement
Distance PACP Code Observation
1 0.0 AMH Manhole
2 0.0 MWL Water Level, 10% of the vertical dimension
3 0.0 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
4 2.8 SAV Surface Aggregate Visible from 4 o'clock to 8 o'clock, within 8 inch
5 5.3 JSL Joint Separated Large
6 5.6 DAGS Deposits Attached Grease, 5% of cross sectional area at 4 o'clock, within 8 inch
7 7.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
8 7.5 MWM Water Mark, 50% of the vertical dimension
9 8.0 DAGS Deposits Attached Grease, 5% of cross sectional area at 4 o'clock, within 8 inch
10 18.2 DAGS Deposits Attached Grease, 5% of cross sectional area at 4 o'clock, within 8 inch
11 18.5 RFJ Roots Fine Joint at 12 o'clock, within 8 inch
12 19.2 HSV Hole Soil Visible at 12 o'clock, within 8 inch
13 45.9 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
14 91.0 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch
15 154.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 3 o'clock, within 8 inch
16 158.8 DAGS Deposits Attached Grease, 5% of cross sectional area at 9 o'clock, within 8 inch
17 176.0 SSS Surface Spalling at 11 o'clock, within 8 inch
18 189.1 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch
19 208.6 RFJ Roots Fine Joint from 8 o'clock to 4 o'clock, within 8 inch
20 212.4 SAV Surface Aggregate Visible from 4 o'clock to 8 o'clock, within 8 inch
21 212.4 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
22 213.6 AMH Manhole
Section Summary
1/29/2018
Project
WinCanVX Master Server
South Tahoe Public Utility District
Inspection report
Date: Work Order:Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
WinCanVX Master Server // Page: 1
City:SLT Drainage Area:K-25 Upstream MH:SM20
Street:Christie Dr Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH:SM6
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape:Circular Sewer Use: Total gallons used:0.0
Pipe size:6 "Sewer Category:SEC Joints passed:0
Pipe material:Asbestos Cement Purpose: Joints failed:0
Lining Method: Owner:
Additional Info:Reviewer ESS T-1208-7921
1:1264 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / SM20
0.0 MWL Water Level, 10% of the vertical dimension
0.0 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:00:00 d2c185fd-6
f28-41ff-b1
7d-88baac
S1
2.8 SAV Surface Aggregate Visible from 4 o'clock to 8 o'clock, within
8 inch
0:00:05. 54c24307-
9e7a-45fb-
81b4-bb94
5.3 JSL Joint Separated Large 0:00:10. 25a1ae47-
112f-451f-
a1cb-cd67f
S2
5.6 DAGS Deposits Attached Grease, 5% of cross sectional area at 4
o'clock, within 8 inch
0:00:11. 134ef98a-f
085-45e1-
bb80-acab
M2
7.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:00:15. ee1dc6db-
2a50-4902
-9671-d28
M2
7.5 MWM Water Mark, 50% of the vertical dimension 0:00:15. 1c2c3f93-0
54f-4cab-8
b16-ddaa3
M4
8.0 DAGS Deposits Attached Grease, 5% of cross sectional area at 4
o'clock, within 8 inch
0:00:16. e75146d6-
45da-455c
-88e2-b1e
18.2 DAGS Deposits Attached Grease, 5% of cross sectional area at 4
o'clock, within 8 inch
0:00:37 e4e3273d-
137d-4ce8
-975e-a25
M2
18.5 RFJ Roots Fine Joint at 12 o'clock, within 8 inch 0:00:37. 42a13060-
3c54-41f0-
937c-4fad5
M1
19.2 HSV Hole Soil Visible at 12 o'clock, within 8 inch 0:00:39 S5
45.9 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:01:33. 4283b6bb-
e36b-4894
-af79-b2d3
M2
91.0 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch 0:03:05 d2102909-
907e-478d
-9d37-fc5f
M1
154.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 3
o'clock, within 8 inch
0:05:14 7f0a6fc7-7
b72-4590-
82da-77c2
M2
158.8 DAGS Deposits Attached Grease, 5% of cross sectional area at 9
o'clock, within 8 inch
0:05:22. M2
3/12/2019 JPaul U-0519070304953 SM20-SM6
No Pre-Cleaning Downstream 213.6 ' 213.6 '
SM20
South Tahoe Public Utility District
Inspection report
Date: Work Order:Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
WinCanVX Master Server // Page: 2
1:1264 Distance Code Observation Counter Photo Grade
176.0 SSS Surface Spalling at 11 o'clock, within 8 inch 0:05:57. S2
189.1 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch 0:06:24. 64aa0db9-
29b7-410f-
8373-9551
M1
208.6 RFJ Roots Fine Joint from 8 o'clock to 4 o'clock, within 8 inch 0:07:04 235d185b-
1087-4ab1
-88de-940
M1
212.4 SAV Surface Aggregate Visible from 4 o'clock to 8 o'clock, within
8 inch
0:07:11. S3
212.4 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:07:11. S1
213.6 AMH Manhole / SM6
3/12/2019 JPaul U-0519070304953 SM20-SM6
No Pre-Cleaning Downstream 213.6 ' 213.6 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
513Z 4129 430.0 26.0 3.0 1.9 2.9456.0
QOR
5141
SM6