HomeMy WebLinkAboutSM19-SM18South Tahoe Public Utility District
Page P-1
Number of sections 1
Total length of sections 378.57 ft
Total length of inspected sections 378.57 ft
Total length of not inspected sections 0.00 ft
Total abandoned inspections 0
Number of section inspection photos 24
Number of section inspection videos 0
Number of section inspection scans 1
Number of section inclination measurements 0
Pipe Segment
Reference
SM19-SM18 Upstream MH SM19
City SLT Downstream MH SM18
Street Venice Dr Profile Circular 6inch
Total Length 378.6 Material Asbestos Cement
Distance PACP Code Observation
1 0.0 AMH Manhole
2 0.0 MWL Water Level, 5% of the vertical dimension
3 3.6 MWM Water Mark, 25% of the vertical dimension
4 15.3 JSM Joint Separated Medium
515.4RFJ
6 15.4 MMC Material Change
7 15.4 SRI Surface Roughness Increased from 8 o'clock to 4 o'clock, within 8 inch
8 25.1 RFJ Roots Fine Joint at 9 o'clock, within 8 inch
9 37.2 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
10 58.6 SSS Surface Spalling from 9 o'clock to 3 o'clock, within 8 inch
11 78.4 DSZ Deposits Settled Other, 10% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch
12 90.5 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
13 92.0 MWM Water Mark, 60% of the vertical dimension
14 130.1 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
15 131.4 JSM Joint Separated Medium
16 191.2 RFJ Roots Fine Joint at 3 o'clock, within 8 inch
17 203.4 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
18 226.7 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
19 278.1 SSS Surface Spalling at 11 o'clock, within 8 inch
20 279.8 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
21 311.1 JSM Joint Separated Medium
22 333.3 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch
23 334.4 SSS Surface Spalling from 8 o'clock to 9 o'clock, within 8 inch
24 370.3 DSF Deposits Settled Fine, 5% of cross sectional area at 6 o'clock, within 8 inch
25 372.9 TF Tap Factory Made at 2 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
26 376.5 DSF Deposits Settled Fine, 5% of cross sectional area at 6 o'clock
27 377.4 SRI Surface Roughness Increased from 8 o'clock to 4 o'clock, within 8 inch
28 378.6 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:SM19
Street:Venice Dr Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH:SM18
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
1:1489 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / SM18 00:00:00
0.0 MWL Water Level, 5% of the vertical dimension 00:00:00
3.6 MWM Water Mark, 25% of the vertical dimension 0:00:07. e0b07157-
be56-4819
-bbce-2b3f
15.3 JSM Joint Separated Medium 0:00:31 19e5ba1d-
97f2-41e3-
8c16-51a2
S1
15.4 RFJ 0:00:31. M1
15.4 MMC Material Change / concrete 0:00:31. f778e504-
824a-43b1
-bb02-f7d7
15.4 SRI Surface Roughness Increased from 8 o'clock to 4 o'clock,
within 8 inch
0:00:31. 2d97a311-
c207-408a
-97d3-c26
25.1 RFJ Roots Fine Joint at 9 o'clock, within 8 inch 0:00:51 e4fdcffb-31
27-4f78-90
50-ea4569
M1
37.2 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:01:15. b1719251-
9d8b-4e49
-8dfc-19d6
58.6 SSS Surface Spalling from 9 o'clock to 3 o'clock, within 8 inch 0:01:59 4e6e9e5b-
75f4-4d3b-
a8fc-ea325
S2
78.4 DSZ Deposits Settled Other, 10% of cross sectional area from 5
o'clock to 7 o'clock, within 8 inch / ragging & other material
0:02:39. a2b7dd4a-
9b66-4334
-b13e-5b5
M2
90.5 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:03:04 5affab71-7
b48-4cb1-
bcb6-4c91
92.0 MWM Water Mark, 60% of the vertical dimension 0:03:07 8a6f0d2b-
426a-4f32-
8e9f-0475
M4
130.1 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:04:24. 90f47f6f-a
8a1-4463-
ad5b-84b4
131.4 JSM Joint Separated Medium 0:04:27 c3267f9f-7
ac3-4e3f-b
4e6-85453
S1
191.2 RFJ Roots Fine Joint at 3 o'clock, within 8 inch 0:06:28.f7ad2132-c
3da-4a97-
be67-f7b7
M1
5/14/2019 JUAN 69 SM19-SM18
Not Known Upstream 378.6 ' 378.6 '
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
1:1489 Distance Code Observation Counter Photo Grade
203.4 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:06:53. 7f83cf68-7
b3a-47a5-
a6a7-56a4
226.7 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:07:40. ae1deb52-
2e48-4ae3
-805b-f916
278.1 SSS Surface Spalling at 11 o'clock, within 8 inch 0:09:25. 30944f48-
1be6-4531
-a0a6-c8c8
S2
279.8 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:09:28. 08befe06-
6001-4bd1
-ab7e-cccd
311.1 JSM Joint Separated Medium 0:10:32. 51668d95-
f5fb-4dfb-9
ad6-b3d16
S1
333.3 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:11:17. 2b1f4112-
8438-420f-
8eb3-cea8
334.4 SSS Surface Spalling from 8 o'clock to 9 o'clock, within 8 inch 0:11:19. 4e4b5127-
3191-4502
-b412-7fef
S2
370.3 DSF Deposits Settled Fine, 5% of cross sectional area at 6
o'clock, within 8 inch
0:12:32. 4eaed9d3-
1f90-463f-
9858-ca48
372.9 TF Tap Factory Made at 2 o'clock, 4.0inch dim, within 8 inch 0:12:38 f817039e-
48b3-48ad
-bbb8-ee7
376.5 DSF Deposits Settled Fine, 5% of cross sectional area at 6
o'clock
0:12:45. 510fd18f-3
563-4b80-
b365-521ff
M2
377.4 SRI Surface Roughness Increased from 8 o'clock to 4 o'clock,
within 8 inch
0:12:47 429cbd39-
eb44-42ee
-9f96-33db
S1
378.6 AMH Manhole / SM19 00:00:00
5/14/2019 JUAN 69 SM19-SM18
Not Known Upstream 378.6 ' 378.6 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
231Z 4125 250.0 17.0 1.0 1.9 1.0267.0
QOR
4128
SM19