ZS-2015-0163, September 24, 2014 Email to Terry Sullivan
| ML15344A414 | |
| Person / Time | |
|---|---|
| Site: | Zion File:ZionSolutions icon.png |
| Issue date: | 09/24/2014 |
| From: | Farr H ZionSolutions |
| To: | Ted Sullivan Office of Nuclear Material Safety and Safeguards, ZionSolutions |
| Shared Package | |
| ML15344A344 | List:
|
| References | |
| ZS-2015-0163 | |
| Download: ML15344A414 (2) | |
Text
Harvey Farr
Subject:
FW: Final check Email To Terry Sullivan Sept 24, 2015 From: Harvey Farr Sent: Wednesday, September 24, 2014 4:30 PM To: Sullivan, Terrence M Cc: k65congo@aol.com; rfyetter@energysolutions.com
Subject:
RE: Final check So went through and Incorporated Wade Adams comments on TB, Crib House and WWTF which resulted in slight changes to TB and WWTF. Verified other areas were correct.
Total Water Total Percent Percent Percent Total Table Void Concrete Total Total Water Total Surface Volume Volume Surface Table Void Concrete Structure Area ft2 per Item ft3 per Item ft3 Area Volume Volume Unit 1 Containment Liner Only 2.97E+04 2.31E+05 10% 10% 0%
Unit 2 Containment Liner Only 2.97E+04 2.31E+05 10% 10% 0%
Auxiliary Building 7.00E+04 1.00E+06 5.20E+05 24% 45% 31%
Turbine Bld, Main Steam Tunnel, Diesel Oil 1.59E+05 9.23E+05 1.11E+06 53% 42% 65%
Unit 1 Discharge Tunnel 2.62E+04 1.06E+05 1.16E+05 9% 5% 7%
Unit 2 Discharge Tunnel 2.62E+04 1.06E+05 1.16E+05 9% 5% 7%
Crib House and Forebay 7.47E+04 1.08E+06 3.46E+05 25% 49% 20%
Waste Water Treatment Facility 1.21E+04 5.08E+03 1.27E+04 4% 0.2% 1%
Spent Fuel Building 8.40E+03 7.35E+03 3% 0.3% 0%
Totals 2.98E+05 2.22E+06 1.70E+06 100% 100% 100%
Conservative Abstracted Model Actual Void Space Factor 0.9 1
Height to Floor Elev Width or Water Table Void Space to Void Space Description ft Length ft Radius ft ft WT ft3 to WT ft3 Unit 1 Containment 565 68.73 14 207,792.52 2.078E+05 Unit 2 Containment 565 68.73 14 207,792.52 2.078E+05 Auxiliary Building 542 103.21 262.83 37 1,003,734.99 1.004E+06 Turbine Building, Main Steam, Diesel Gen Oil Storage 560 326.24 134.00 19 830,603.94 8.306E+05 Crib Hose & Forebay 537 135.09 171 42 970,206.57 9.702E+05 Waste Water Treatment Facility 577 47.65 48 2 4,574.01 4.574E+03 Spent Fuel Pool and Transfer Canal 576 66.85 33.00 3 6,618.49 6.618E+03 2
Harvey Farr
Subject:
FW: Final check Email To Terry Sullivan Sept 24, 2015 From: Harvey Farr Sent: Wednesday, September 24, 2014 4:30 PM To: Sullivan, Terrence M Cc: k65congo@aol.com; rfyetter@energysolutions.com
Subject:
RE: Final check So went through and Incorporated Wade Adams comments on TB, Crib House and WWTF which resulted in slight changes to TB and WWTF. Verified other areas were correct.
Total Water Total Percent Percent Percent Total Table Void Concrete Total Total Water Total Surface Volume Volume Surface Table Void Concrete Structure Area ft2 per Item ft3 per Item ft3 Area Volume Volume Unit 1 Containment Liner Only 2.97E+04 2.31E+05 10% 10% 0%
Unit 2 Containment Liner Only 2.97E+04 2.31E+05 10% 10% 0%
Auxiliary Building 7.00E+04 1.00E+06 5.20E+05 24% 45% 31%
Turbine Bld, Main Steam Tunnel, Diesel Oil 1.59E+05 9.23E+05 1.11E+06 53% 42% 65%
Unit 1 Discharge Tunnel 2.62E+04 1.06E+05 1.16E+05 9% 5% 7%
Unit 2 Discharge Tunnel 2.62E+04 1.06E+05 1.16E+05 9% 5% 7%
Crib House and Forebay 7.47E+04 1.08E+06 3.46E+05 25% 49% 20%
Waste Water Treatment Facility 1.21E+04 5.08E+03 1.27E+04 4% 0.2% 1%
Spent Fuel Building 8.40E+03 7.35E+03 3% 0.3% 0%
Totals 2.98E+05 2.22E+06 1.70E+06 100% 100% 100%
Conservative Abstracted Model Actual Void Space Factor 0.9 1
Height to Floor Elev Width or Water Table Void Space to Void Space Description ft Length ft Radius ft ft WT ft3 to WT ft3 Unit 1 Containment 565 68.73 14 207,792.52 2.078E+05 Unit 2 Containment 565 68.73 14 207,792.52 2.078E+05 Auxiliary Building 542 103.21 262.83 37 1,003,734.99 1.004E+06 Turbine Building, Main Steam, Diesel Gen Oil Storage 560 326.24 134.00 19 830,603.94 8.306E+05 Crib Hose & Forebay 537 135.09 171 42 970,206.57 9.702E+05 Waste Water Treatment Facility 577 47.65 48 2 4,574.01 4.574E+03 Spent Fuel Pool and Transfer Canal 576 66.85 33.00 3 6,618.49 6.618E+03 2