HomeMy WebLinkAboutTK30-TK29South Tahoe Public Utility District
Page P-1
Number of sections 1
Total length of sections 327.80 ft
Total length of inspected sections 327.80 ft
Total length of not inspected sections 0.00 ft
Total abandoned inspections 0
Number of section inspection photos 13
Number of section inspection videos 0
Number of section inspection scans 1
Number of section inclination measurements 0
Pipe Segment
Reference
TK30-TK29 Upstream MH TK30
City SLT Downstream MH TK29
Street Venice Dr Profile Circular 18inch
Total Length 327.8 Material Asbestos Cement
Distance PACP Code Observation
1 0.0 AMH Manhole
2 0.0 MWL Water Level, 5% of cross sectional area
3 6.8 TB Tap Break-In at 2 o'clock, 4inch dim
4 31.0 MWL Water Level, 15% of cross sectional area
5 62.1 TB Tap Break-In at 2 o'clock, 4inch dim
6 124.0 TB Tap Break-In at 10 o'clock, 4inch dim
7 127.1 TB Tap Break-In at 2 o'clock, 4inch dim
8 130.5 TB Tap Break-In at 2 o'clock, 4inch dim
9 133.8 TB Tap Break-In at 10 o'clock, 4inch dim
10 159.1 MWL Water Level, 25% of cross sectional area
11 188.9 MWL Water Level, 15% of cross sectional area
12 240.4 TB Tap Break-In at 2 o'clock, 4inch dim
13 242.8 TB Tap Break-In at 10 o'clock, 4inch dim
14 297.2 TB Tap Break-In at 2 o'clock, 4inch dim
15 312.6 TB Tap Break-In at 10 o'clock, 4inch dim
16 327.8 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:TK30
Street:Venice Dr Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH:TK29
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape:Circular Sewer Use: Total gallons used:0.0
Pipe size:18 "Sewer Category:SEC Joints passed:0
Pipe material:Asbestos Cement Purpose: Joints failed:0
Lining Method: Owner:
Additional Info:
1:2474 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / TK30 00:00:00
0.0 MWL Water Level, 5% of cross sectional area 00:00:00
6.8 TB Tap Break-In at 2 o'clock, 4inch dim TK30-TK2
9_f7996b2
3-f096-46c
31.0 MWL Water Level, 15% of cross sectional area TK30-TK2
9_078d860
1-dad5-42
62.1 TB Tap Break-In at 2 o'clock, 4inch dim TK30-TK2
9_c89bd96
6-f87b-44c
124.0 TB Tap Break-In at 10 o'clock, 4inch dim TK30-TK2
9_8545cb2
8-1d76-4c
127.1 TB Tap Break-In at 2 o'clock, 4inch dim TK30-TK2
9_b1af200
2-8f62-450
130.5 TB Tap Break-In at 2 o'clock, 4inch dim TK30-TK2
9_606d59f
2-f4a7-44d
133.8 TB Tap Break-In at 10 o'clock, 4inch dim TK30-TK2
9_d0b81de
d-0553-41
159.1 MWL Water Level, 25% of cross sectional area TK30-TK2
9_f91a5b4
5-f022-41f
188.9 MWL Water Level, 15% of cross sectional area TK30-TK2
9_7c6a7e8
e-73af-477
240.4 TB Tap Break-In at 2 o'clock, 4inch dim TK30-TK2
9_c488ce1
8-818c-43f
242.8 TB Tap Break-In at 10 o'clock, 4inch dim TK30-TK2
9_9233c82
0-270b-46
297.2 TB Tap Break-In at 2 o'clock, 4inch dim TK30-TK2
9_787192b
4-6d3c-48
312.6 TB Tap Break-In at 10 o'clock, 4inch dim TK30-TK2
9_db3485c
d-c8d3-43
327.8 AMH Manhole / end of segment
8/15/2018 Jason Chatham U-1207-6103 TK30-TK29
Jetting Downstream 327.8 ' 327.8 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
0000
TK30
TK29