HomeMy WebLinkAboutSM8-SM7South Tahoe Public Utility District
Page P-1
Number of sections 1
Total length of sections 344.21 ft
Total length of inspected sections 181.92 ft
Total length of not inspected sections 0.00 ft
Total abandoned inspections 0
Number of section inspection photos 15
Number of section inspection videos 0
Number of section inspection scans 1
Number of section inclination measurements 0
Pipe Segment
Reference
SM8-SM7 Upstream MH SM8
City SLT Downstream MH SM7
Street Venice Dr Profile Circular 8inch
Total Length 344.2 Material Asbestos Cement
Distance PACP Code Observation
1 0.0 AMH Manhole
2 0.0 MWL Water Level, 10% of the vertical dimension
3 2.1 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
4 6.7 VC Vermin Cockroach, within 8 inch
5 20.0 DSF Deposits Settled Fine, 40% of cross sectional area from 4 o'clock to 8 o'clock, within 8 inch
6 21.0 TF Tap Factory Made at 3 o'clock, 4.0inch dim, within 8 inch
7 23.1 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch
8 25.0 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock, within 8 inch
9 25.0 VC Vermin Cockroach, within 8 inch
10 32.1 MWM Water Mark, 60% of the vertical dimension
11 47.1 SSS Surface Spalling from 10 o'clock to 1 o'clock
12 60.4 DAGS Deposits Attached Grease, 5% of cross sectional area at 4 o'clock, within 8 inch
13 65.6 DAGS Deposits Attached Grease, 5% of cross sectional area at 4 o'clock, within 8 inch
14 77.4 SSS Surface Spalling at 10 o'clock, within 8 inch
15 119.2 IS
16 119.2 DAE Deposits Attached Encrustation, 5% of cross sectional area at 4 o'clock
17 119.2 IW Infiltration Weeper at 1 o'clock
18 161.2 DAE
19 168.3 DAE
20 170.2 DAE Deposits Attached Encrustation, 5% of cross sectional area at 8 o'clock, within 8 inch
21 176.6 DAE Deposits Attached Encrustation, 5% of cross sectional area at 8 o'clock, within 8 inch
22 177.4 ISJ
23 177.5 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch
24 181.9 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:SM8
Street:Venice Dr Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH:SM7
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
1:1166 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / SM8
0.0 MWL Water Level, 10% of the vertical dimension
2.1 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:00:04. dbba2f77-
688e-4336
-ab65-eda
S1
6.7 VC Vermin Cockroach, within 8 inch 0:00:13. b4991163-
84ba-4e8b
-8562-192
20.0 DSF Deposits Settled Fine, 40% of cross sectional area from 4
o'clock to 8 o'clock, within 8 inch
0:00:40. 71cabb87-
4563-4c13
-bb0d-9cd
M5
21.0 TF Tap Factory Made at 3 o'clock, 4.0inch dim, within 8 inch 0:00:42. b1343b4a-
1783-4269
-a1bb-983
23.1 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch 0:00:47 883c6a7b-
348a-468c
-b804-edb
25.0 SRI Surface Roughness Increased from 9 o'clock to 3 o'clock,
within 8 inch
0:00:50. S1
25.0 VC Vermin Cockroach, within 8 inch 0:00:50. M1
32.1 MWM Water Mark, 60% of the vertical dimension 0:01:05. 6e118123-
28a9-4684
-90f5-98d7
M4
47.1 SSS Surface Spalling from 10 o'clock to 1 o'clock 0:01:35. f162685b-
b95d-48de
-95d2-926
S2
60.4 DAGS Deposits Attached Grease, 5% of cross sectional area at 4
o'clock, within 8 inch
0:02:02. c2bc1549-
2abc-4d9c-
ab5d-03f3
65.6 DAGS Deposits Attached Grease, 5% of cross sectional area at 4
o'clock, within 8 inch
0:02:13. M2
77.4 SSS Surface Spalling at 10 o'clock, within 8 inch 0:02:37. 70f448ed-
31f0-42ab-
b662-537b
S2
119.2 IS 0:04:02. ef5b5156-
dd26-4e7b
-adbd-5d6
3/19/2019 JPaul U-0519070304953 SM8-SM7
Jetting Downstream 344.2 ' 181.9 '
SM8
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
1:1166 Distance Code Observation Counter Photo Grade
119.2 DAE Deposits Attached Encrustation, 5% of cross sectional area
at 4 o'clock
0:04:02. 7f78d2ee-
86f3-45b4-
aece-7f89a
M2
119.2 IW Infiltration Weeper at 1 o'clock 0:04:02. 117162a2-
fcde-4ed4-
8f44-2763c
M2
161.2 DAE 0:05:27. M2
168.3 F07 DAE 0:05:42 M2
170.2 DAE Deposits Attached Encrustation, 5% of cross sectional area
at 8 o'clock, within 8 inch
0:05:46 0809d236-
cdc7-4d31-
9e11-52f9
M2
176.6 DAE Deposits Attached Encrustation, 5% of cross sectional area
at 8 o'clock, within 8 inch
0:05:59 8a2dc1cb-
c2d3-4d45
-b3ad-d0fe
M2
177.4 ISJ 0:06:00. 5ca53e43-
a120-4016
-ab67-949
177.5 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, within 8 inch 0:06:00. M1
181.9 AMH Manhole / SM7
3/19/2019 JPaul U-0519070304953 SM8-SM7
Jetting Downstream 344.2 ' 181.9 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
2211 5141 5.0 140.0 1.7 1.1 1.1145.0
QOR
5141
SM7