HomeMy WebLinkAboutSM6-SM5South Tahoe Public Utility District
Page P-1
Number of sections 1
Total length of sections 325.02 ft
Total length of inspected sections 325.02 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
SM6-SM5 Upstream MH SM6
City SLT Downstream MH SM5
Street Venice Dr Profile Circular 8inch
Total Length 325.0 Material Asbestos Cement
Distance PACP Code Observation
1 0.0 AMH Manhole
2 0.0 MWL Water Level, 5% of the vertical dimension
3 1.8 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
4 3.1 MWL Water Level, 40% of the vertical dimension
5 24.8 SSS Surface Spalling from 11 o'clock to 1 o'clock, within 8 inch
6 26.7 SSS Surface Spalling at 10 o'clock
7 41.2 DAGS Deposits Attached Grease, 5% of cross sectional area at 7 o'clock, within 8 inch
8 49.2 DAGS Deposits Attached Grease, 5% of cross sectional area at 5 o'clock, within 8 inch
9 51.2 MWL Water Level, 30% of the vertical dimension
10 64.1 RPPD Repair Patch Defective from 9 o'clock to 11 o'clock, within 8 inch
11 64.1 DFBR
12 149.6 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
13 167.4 SSS Surface Spalling at 10 o'clock, within 8 inch
14 173.2 SSS Surface Spalling at 10 o'clock, within 8 inch
15 232.7 MWM Water Mark, 95% of the vertical dimension
16 237.1 MWM Water Mark, 80% of the vertical dimension
17 308.8 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
18 320.0 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
19 321.6 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
20 325.0 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:SM6
Street:Venice Dr Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH:SM5
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape:Circular Sewer Use: Total gallons used:0.0
Pipe size:8 "Sewer Category:SEC Joints passed:0
Pipe material:Asbestos Cement Purpose: Joints failed:0
Lining Method: Owner:
Additional Info:Reviewer ESS T-1208-7921
1:2061 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / SM6
0.0 MWL Water Level, 5% of the vertical dimension
1.8 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:00:03. 0f6fb4be-b
285-478d-
97e3-c180
S1
3.1 MWL Water Level, 40% of the vertical dimension 0:00:06. 5eda7b77-
737e-4f86-
a3d1-25b2
24.8 SSS Surface Spalling from 11 o'clock to 1 o'clock, within 8 inch 0:00:50. 02cd9016-
397d-460d
-b837-b8b
S2
26.7 SSS Surface Spalling at 10 o'clock 0:00:54. 36bc0f97-8
493-44db-
bbeb-bd95
S2
41.2 DAGS Deposits Attached Grease, 5% of cross sectional area at 7
o'clock, within 8 inch
0:01:23. c2191cd8-
6b26-4b6f-
896f-fb637
M2
49.2 DAGS Deposits Attached Grease, 5% of cross sectional area at 5
o'clock, within 8 inch
0:01:40 M2
51.2 MWL Water Level, 30% of the vertical dimension 0:01:44 7ae88f72-
9299-4151
-986b-429
64.1 RPPD Repair Patch Defective from 9 o'clock to 11 o'clock, within 8
inch / Plastic / DFBR
0:02:10. 1f133dc4-a
9eb-4848-
b3a8-a616
S4
64.1 DFBR 0:02:10. e4240884-
258c-43d7
-9ff6-3180
149.6 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:05:04 1a096307-
cb26-4c99-
aee3-ba41
167.4 SSS Surface Spalling at 10 o'clock, within 8 inch 0:05:40. 7af17b85-f
95e-4efc-9
8a2-29a6b
173.2 SSS Surface Spalling at 10 o'clock, within 8 inch 0:05:52 S2
232.7 MWM Water Mark, 95% of the vertical dimension 0:07:53 82145e7b-
75ef-49bb-
bdcf-66397
M5
237.1 MWM Water Mark, 80% of the vertical dimension 0:08:02 0c5b1de7-f
744-469f-8
5d1-75e0b
M5
3/20/2019 JUAN 69 SM6-SM5
Jetting Downstream 325.0 ' 325.0 '
SM6
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
1:2061 Distance Code Observation Counter Photo Grade
308.8 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:10:27. 66bd05b4-
eed1-490b
-b0b4-2b3
320.0 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:10:50. 5417ca9a-f
1a1-406c-
b0e4-e177
M2
321.6 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:10:53. S1
325.0 AMH Manhole / SM5
3/20/2019 JUAN 69 SM6-SM5
Jetting Downstream 325.0 ' 325.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4126 5227 17.0 24.0 2.1 2.7 2.441.0
QOR
5241
SM5