HomeMy WebLinkAboutSM18-SM17 abandonedSouth Tahoe Public Utility District
Page P-1
Number of sections 1
Total length of sections 401.00 ft
Total length of inspected sections 408.95 ft
Total length of not inspected sections -7.95 ft
Total abandoned inspections 2
Number of section inspection photos 55
Number of section inspection videos 0
Number of section inspection scans 2
Number of section inclination measurements 0
Pipe Segment
Reference
SM18-SM17 Upstream MH SM18
City SLT Downstream MH SM17
Street Venice Dr Profile Circular 6inch
Total Length 401.0 Material Asbestos Cement
Distance PACP Code Observation
1 0.0 AMH Manhole
2 0.0 MWL Water Level, 5% of the vertical dimension
3 0.0 MWM Water Mark, 30% of the vertical dimension
4 3.8 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
5 7.4 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
6 7.7 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
7 7.9 MMC Material Change
8 8.7 TF Tap Factory Made at 11 o'clock, 4.0inch dim, within 8 inch
9 16.9 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
10 17.6 MMC Material Change
11 17.7 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
12 24.6 DAGS Deposits Attached Grease, 5% of cross sectional area at 4 o'clock, within 8 inch
13 43.5 JSM Joint Separated Medium
14 56.6 MMC Material Change
15 56.9 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
16 57.4 TF Tap Factory Made at 10 o'clock, 4.0inch dim, within 8 inch
17 60.5 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
18 60.5 MMC Material Change
19 111.7 MMC Material Change
20 111.9 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
21 112.7 TF Tap Factory Made at 11 o'clock, 4.0inch dim, within 8 inch
22 114.8 MMC Material Change
23 141.0 JSM Joint Separated Medium
24 154.3 MMC Material Change
25 155.0 TF Tap Factory Made at 10 o'clock, 4.0inch dim, within 8 inch
Section Summary
1/29/2018
Project
WinCanVX Master Server
South Tahoe Public Utility District
Page P-2
Distance PACP Code Observation
26 157.3 JSM Joint Separated Medium
27 157.6 MMC Material Change
28 159.4 DAE Deposits Attached Encrustation, 5% of cross sectional area at 12 o'clock, within 8 inch
29 170.5 MSA Survey Abandoned
Pipe Segment
Reference
SM18-SM17 Upstream MH SM18
City SLT Downstream MH SM17
Street Venice Dr Profile Circular 6inch
Total Length 401.0 Material Asbestos Cement
Distance PACP Code Observation
1 0.0 AMH Manhole
2 0.0 MWL Water Level, 10% of the vertical dimension
3 1.8 MWM Water Mark, 15% of the vertical dimension
4 8.9 JSM Joint Separated Medium
5 22.0 JSM Joint Separated Medium
6 34.9 JSM Joint Separated Medium
7 37.1 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
8 51.2 JSM Joint Separated Medium
9 64.1 RFJ Roots Fine Joint from 1 o'clock to 4 o'clock, within 8 inch
10 77.2 JSM Joint Separated Medium
11 80.4 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
12 80.4 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
13 82.3 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
14 103.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 4 o'clock, within 8 inch
15 122.7 HSV Hole Soil Visible from 11 o'clock to 12 o'clock, within 8 inch
16 122.7 H Hole from 11 o'clock to 12 o'clock, within 8 inch
17 131.7 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock
18 135.5 JSM Joint Separated Medium
19 137.6 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
20 138.9 RFJ Roots Fine Joint from 9 o'clock to 2 o'clock, within 8 inch
21 141.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 4 o'clock, within 8 inch
22 146.9 DAGS Deposits Attached Grease, 5% of cross sectional area at 8 o'clock, within 8 inch
23 151.7 JSM Joint Separated Medium
24 162.5 JSM Joint Separated Medium
25 162.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 9 o'clock, within 8 inch
26 177.8 JSM Joint Separated Medium
27 178.9 SAV Surface Aggregate Visible from 10 o'clock to 2 o'clock, within 8 inch
28 181.2 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch
29 183.2 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
30 184.5 MMC Material Change
31 192.4 DAGS Deposits Attached Grease, 5% of cross sectional area at 3 o'clock, within 8 inch
32 210.6 JSM Joint Separated Medium
33 223.5 JSM Joint Separated Medium
34 234.5 H Hole at 12 o'clock, within 8 inch
35 234.5 DAE Deposits Attached Encrustation, 10% of cross sectional area at 12 o'clock, within 8 inch
36 234.5 IWJ
37 236.5 JSM Joint Separated Medium
38 237.1 MMC Material Change
39 238.5 MSA Survey Abandoned
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:SM18
Street:Venice Dr Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH:SM17
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:
1:1773 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / SM18
0.0 MWL Water Level, 5% of the vertical dimension
0.0 MWM Water Mark, 30% of the vertical dimension 0:00:00 172e4b81-
b1cd-4143
-b013-82d
3.8 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:00:07. b8767a62-
f800-4866-
97f6-dada
7.4 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:00:15 b6f27844-
da58-4187
-9d5c-a5b
M2
7.7 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:00:15. e15df357-f
93e-4810-
99ed-5b5a
7.9 MMC Material Change / concrete 0:00:16 6fd67cee-d
a7d-4cf3-8
573-b865a
8.7 TF Tap Factory Made at 11 o'clock, 4.0inch dim, within 8 inch 0:00:17. e954d75d-
6981-4e69
-bf8c-4b9b
16.9 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:00:34. M2
17.6 MMC Material Change / plastic 0:00:35. 793b173e-
f293-47c1-
9833-956a
17.7 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:00:36 S1
24.6 DAGS Deposits Attached Grease, 5% of cross sectional area at 4
o'clock, within 8 inch
0:00:50 M2
43.5 JSM Joint Separated Medium 0:01:28. 62ad07e0-
081b-4975
-bf47-23c0
S1
56.6 MMC Material Change / concrete 0:01:55 ecc77dfc-c
5f1-42fd-b
8c9-c6a9e
56.9 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:01:55. 94fe94b6-f
9df-4419-b
442-ec1dd
57.4 TF Tap Factory Made at 10 o'clock, 4.0inch dim, within 8 inch 0:01:56. 94329101-
b10b-4dd4
-8500-e41
5/14/2019 JUAN 69 SM18-SM17
No Pre-Cleaning Downstream 401.0 ' 170.5 '
SM18
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
1:1773 Distance Code Observation Counter Photo Grade
60.5 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:02:02. S1
60.5 MMC Material Change / plastic 0:02:02. 6baf4ea0-
8c48-4073
-9157-e81
111.7 MMC Material Change / concrete 0:03:47 514b61f8-f
2bc-4e06-
a17b-5529
111.9 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:03:47. 889510f0-
2340-42f5-
9c2e-f268e
S1
112.7 TF Tap Factory Made at 11 o'clock, 4.0inch dim, within 8 inch 0:03:49 77b4cfeb-b
359-4efa-a
4e8-46b58
114.8 MMC Material Change / plastic 0:03:53. e6bffa60-e
12d-4292-
a433-8fd8
141.0 JSM Joint Separated Medium 0:04:46. 01895861-
b8c8-4182
-817e-775
S1
154.3 MMC Material Change / concrete 0:05:13. 8d74dd38-
65a5-4953
-867b-6c5
155.0 TF Tap Factory Made at 10 o'clock, 4.0inch dim, within 8 inch 0:05:15 37fe4c8b-6
4f0-418e-b
a40-4575e
157.3 JSM Joint Separated Medium 0:05:19. d2b933dc-
7c1c-4d2f-
878d-8efe
S1
157.6 MMC Material Change / plastic 0:05:20. 0bf2a09a-
28d2-4c89
-825e-9c2
159.4 DAE Deposits Attached Encrustation, 5% of cross sectional area
at 12 o'clock, within 8 inch
0:05:24 382a4712-
527a-49ee
-8de4-4c3
M2
170.5 MSA Survey Abandoned / FINISH FROM OTHER DIRECTION
401.0 End of pipe
5/14/2019 JUAN 69 SM18-SM17
No Pre-Cleaning Downstream 401.0 ' 170.5 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
1A00 2300 13.0 6.0 1.0 2.0 1.219.0
QOR
231A
SM17
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: 3
City:SLT Drainage Area:K-25 Upstream MH:SM18
Street:Venice Dr Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH:SM17
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
1:960 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / SM17
0.0 MWL Water Level, 10% of the vertical dimension
1.8 MWM Water Mark, 15% of the vertical dimension 0:00:03. db7e7b3c-
351f-4749-
9df0-3c131
8.9 JSM Joint Separated Medium 0:00:18 bcdfb5bc-a
882-43ec-
a0de-4849
S1
22.0 JSM Joint Separated Medium 0:00:44. cbf30273-2
22e-4498-
80c2-8dd0
S1
34.9 JSM Joint Separated Medium 0:01:11 3758e302-
c632-4cab-
af31-d225
S1
37.1 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:01:15.4bf24318-c
b5e-4369-
83dc-9bda
51.2 JSM Joint Separated Medium 0:01:44 eab62d79-
2399-4e8e
-81ed-880
S1
64.1 RFJ Roots Fine Joint from 1 o'clock to 4 o'clock, within 8 inch 0:02:10. d14ee4ea-
d04c-487b
-a963-080
M1
77.2 JSM Joint Separated Medium 0:02:37 bf30e3bf-1
323-40de-
a0b3-ce6a
S1
80.4 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:02:43. 7aa13197-
6c37-4169
-b84d-010
80.4 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:02:43. ae637435-
92a0-459a
-a589-363
M2
82.3 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:02:47. c1553e14-
df3b-4f98-
be52-e33c
103.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 4
o'clock, within 8 inch
0:03:30. 7f5895a6-
9df1-4ab3-
a1d4-51e4
M2
122.7 HSV Hole Soil Visible from 11 o'clock to 12 o'clock, within 8 inch 0:04:09. 510b2996-
466d-4cfa-
8afe-36b7
S5
122.7 H Hole from 11 o'clock to 12 o'clock, within 8 inch 0:04:09. f0e2b126-
0233-4f83-
b160-cc16
S3
5/14/2019 JUAN 69 SM18-SM17
Not Known Upstream 401.0 ' 238.5 '
SM17
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: 4
1:960 Distance Code Observation Counter Photo Grade
131.7 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock
0:04:27. M2
135.5 JSM Joint Separated Medium 0:04:35. b27bc8e6-
5e21-449f-
a7fe-afce4
S1
137.6 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:04:39. a85abbbb-
4038-4386
-91ba-017
138.9 RFJ Roots Fine Joint from 9 o'clock to 2 o'clock, within 8 inch 0:04:42. 723696aa-
c91f-4941-
8f4e-c836d
M1
141.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 4
o'clock, within 8 inch
0:04:47. d776a275-
7c1d-48ef-
b639-f1d1
M2
146.9 DAGS Deposits Attached Grease, 5% of cross sectional area at 8
o'clock, within 8 inch
0:04:58. M2
151.7 JSM Joint Separated Medium 0:05:08. 9cbca996-
82f7-4fc2-
8fee-7308
S1
162.5 JSM Joint Separated Medium 0:05:30. 935022e4-
7b32-4784
-bb40-373
S1
162.5 DAGS Deposits Attached Grease, 5% of cross sectional area at 9
o'clock, within 8 inch
0:05:30. 115bf252-
db19-4e75
-a86e-eb4
M2
177.8 JSM Joint Separated Medium 0:06:01. b7864dfe-
9057-4321
-8610-4a1
S1
178.9 SAV Surface Aggregate Visible from 10 o'clock to 2 o'clock,
within 8 inch
0:06:03. 1d8fa80f-d
fff-483e-bd
e9-23558e
S3
181.2 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch 0:06:08. 8c2e5129-
64f1-459e-
a7d6-fe0d
M1
183.2 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:06:12. cb3319e4-
d60e-44d5
-a1d1-28b
184.5 MMC Material Change / PVC 0:06:15 31783d43-
0160-4201
-903c-aaa
192.4 DAGS Deposits Attached Grease, 5% of cross sectional area at 3
o'clock, within 8 inch
0:06:31 M2
210.6 JSM Joint Separated Medium 0:07:08 b4d91ce5-
d4e3-4db8
-8626-da8
S1
223.5 JSM Joint Separated Medium 0:07:34. 1f84351d-
26b2-449e
-9897-c36
S1
234.5 H Hole at 12 o'clock, within 8 inch 0:07:56. 736b2780-
1096-4623
-9183-865
S3
234.5 DAE Deposits Attached Encrustation, 10% of cross sectional
area at 12 o'clock, within 8 inch
0:07:56. cbce8595-
d3e4-474a
-b271-a85
M2
234.5 IWJ 0:07:56. 96e01d9d-
4475-4ff7-
a61c-bfc6e
5/14/2019 JUAN 69 SM18-SM17
Not Known Upstream 401.0 ' 238.5 '
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: 5
1:960 Distance Code Observation Counter Photo Grade
236.5 JSM Joint Separated Medium 0:08:00. 30833c09-
a3ad-4ff2-
a97c-56c8
S1
237.1 MMC Material Change / concrete 0:08:02 8b3c117e-
bbb2-4a02
-a95b-c4d
238.5 MSA Survey Abandoned / CAMERA STOPPED
401.0 End of pipe
5/14/2019 JUAN 69 SM18-SM17
Not Known Upstream 401.0 ' 238.5 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5133 2213 26.0 7.0 1.6 1.4 1.633.0
QOR
5133
SM18