ML16053A206
| ML16053A206 | |
| Person / Time | |
|---|---|
| Site: | Northwest Medical Isotopes |
| Issue date: | 02/02/2015 |
| From: | Beller J Northwest Medical Isotopes |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16053A221 | List: |
| References | |
| NWMI-LTR-2016-002 EDF-3124-0001, NWMI-2016-RAI-001, Rev. 0 | |
| Download: ML16053A206 (7) | |
Text
['*o""fO~,*TMEIC~j W ISOO NWMI-201 6-RAI-001 Rev. 0 Appendix A -
EDF-3124-0001, Estimate of Excavation for the NWMIlRadioisotope Production Facility A-i
Document ID:
EDF-3124-0001 Revision ID:
3 Effective Date:
February 2, 2015 Engineering Design File Estimate of Excavation for the NWMI Radioisotope Production Facility Portage Project No.: 3124 Project
Title:
NWMI Environmental Report 4Portage TEM-9002 09/29/09 Rev. 0
TEM-9002 ENGINEERING DESIGN FILE 09/29/09 Rev. 0 EDF-3124-O001 Rev. 3 Page 1 of 5
- 1. Portage Project No.:
3124
- 2. Project/Task:
NWMI Environmental Report
- 3. DCN #
4.
Title:
Estimate of excavation for the NWMvI Radioisotope Production Facility
- 5. NPH PCor SDC: N/A
- 6. SSC Safety Category: N/A 7 Summary: The attached calculations provide ant estimate of the volume of soil that would be required to be excavated during construction activities for the Northwest Medical Isotopes, LLC (NWIMI) Radioisotope Production Facility. The total volume of soil anticipated to be excavated is 9,000 cubic yards (yd3) (with a 10 percent buffer).
8 Distribution: (Portage, Inc.)
- 9. Review (R) and Approval (A) Signatures: ?:,"!
i
,L * :
- ,1,>
i....
- (Identif miuimtum'reviews and approvals. Additional reviews/approvals may be added.).*
Author/Design Agent A
John Belier
/fj "2/2/15 Independent Review R
Jim Jackson
-,2/2/15 Independent Review R
/
Proj ect Manager R/A John Belier
- "2/2/15 Registered Professional Engineer's Stamp (if required)
/
]
N/A
TEM-9002 ENGINEERING DESIGN FILE EDF-.3124-0001 09/29/09 Rev. 3 Rev. 0 Page 2 of 5 Radioisotope Production Facility Excavation Clear and Grub Assume 7.4 acres at 3 inches (in.)
Excavation volume: 322,344 square feet (ift) x 0.25 feet (ft) = 80,586 cubic feet (fi3)
Footings General assumptions Average footing depth: 2 ft Average footing width: 2 ft RPF Process Area Assumptions Length of exterior walls: 850 ft Excavation volume: 850 fix 2 ft x 2 ft = 3,40Oft3 RPF Support Area Assumptions Length of exterior walls: 302 ft Excavation volume: 302 fix 2 ft x 2 ft = 1,208 ft3 Administration Building Assumptions Le*ngth of exterior walls: 400 ft Excavation volume: 400 fix 2f fx 2 ft = 1,600 ff Total footings excavation volume: 3,400ff + 1,208 ff + 1,600ff = 6,208ff Tank Pit and High-Integrity Container (HIC) Storage Area General assumptions Tank pit surface area: 2,870 ft2 HIC storage surface area: 2,987Wt Add 1/2/-ft excess excavation: 178 ft2 Excavation depth: 15.5 ft Total area: 2,870fft ÷2,987 ff +1 78 ftf = 6,035 ff Total hot cell excavation volume: 6,035 ff x 15.5 ft = 93,543ff° Irradiated Target Receipt and Transfer Area to Hot Cell General assumptions Surfaecearea: 62ftx13ft=806ft2 Add 1/2A-ft excess excavation: 75 ft2 Depth: 9 ft Total area: 806ft2 + 75 ft = 881 ft2 Total irradiated target receipt and transfer area excavation volume: 881 ff x 9 ft = 7,929 ff
TEM~-9002 ENGINEERING DESIGN FILE EDF-3124-0001 09129/09 Rev. 3 Rev. 0 Page 3 of 5 Waste Management Area Truck Ramp General assumptions Depth: 6ft Ramp length to get to 6ft: 60 ft
°Ramp length at 6 ft: 127 ft Surfaice area at 6-ft depth (level): 27 ft x 127 ft = 3,429 ft2 Add 1/2A-ft excess excavation: 154 ft2 Total excavation surface area: 3,429 ft2 + 154 ft2 = 3,583 ft2 Total excavation volume at maximum depth (6 ft): 3,583 ft2 x 6 ft = 21,498 ft3 Surface area of ramp angle to depth (6 ft): 27 ft x 60 ft = 1,620 ft 2
Add '1/2-ft excess excavation: 87 ft2 Total ramp angle excavation surface area: 1,620 ft2 +87 ft2 =1,707 ft2 Total ramp angle excavation volume: 1/2 x (1,707 ft2 x 6 ft) = 5,121 ft3 Total truck ramp excavation volume: 5,121 ift + 21,498 ft3 = 26,619ft Total RPF Excavation Clear and grub:
80,586 ft3 Footings:
6,208ft Tank pit and HIC storage area:
93,543 ft3 Irradiated target receipt/transfer area:
7,929 ft3 Waste management truck ramp:
26,619ft3 Total 214,885 ft3 -->
7,959 yd3 Add 10% extra 21,489ft 3 __
796vyd3 Total with 10% Extra 236,374 ft3 -->
8,755 yd3 Use 243,000 ft-p -- 9,000 ya3 for Environmental Report calculations Figure 1 presents the facility and locations outlined.
TEM-9002 ENGINEERING DESIGN FILE 09/29/09 Rev. 0 EDF-31 24-0001 Rev. 3 Page 4 of 5
[Proprietary Information]
Figure 1. Radioisotope Production Facility Layout
TEM-9002 ENGI NEERING DESIGN FILE 09/29/09 Rev. 0 EDF-3124-O001 Rev. 3 Page 5 of 5 This page intentionally left blank.
['*o""fO~,*TMEIC~j W ISOO NWMI-201 6-RAI-001 Rev. 0 Appendix A -
EDF-3124-0001, Estimate of Excavation for the NWMIlRadioisotope Production Facility A-i
Document ID:
EDF-3124-0001 Revision ID:
3 Effective Date:
February 2, 2015 Engineering Design File Estimate of Excavation for the NWMI Radioisotope Production Facility Portage Project No.: 3124 Project
Title:
NWMI Environmental Report 4Portage TEM-9002 09/29/09 Rev. 0
TEM-9002 ENGINEERING DESIGN FILE 09/29/09 Rev. 0 EDF-3124-O001 Rev. 3 Page 1 of 5
- 1. Portage Project No.:
3124
- 2. Project/Task:
NWMI Environmental Report
- 3. DCN #
4.
Title:
Estimate of excavation for the NWMvI Radioisotope Production Facility
- 5. NPH PCor SDC: N/A
- 6. SSC Safety Category: N/A 7 Summary: The attached calculations provide ant estimate of the volume of soil that would be required to be excavated during construction activities for the Northwest Medical Isotopes, LLC (NWIMI) Radioisotope Production Facility. The total volume of soil anticipated to be excavated is 9,000 cubic yards (yd3) (with a 10 percent buffer).
8 Distribution: (Portage, Inc.)
- 9. Review (R) and Approval (A) Signatures: ?:,"!
i
,L * :
- ,1,>
i....
- (Identif miuimtum'reviews and approvals. Additional reviews/approvals may be added.).*
Author/Design Agent A
John Belier
/fj "2/2/15 Independent Review R
Jim Jackson
-,2/2/15 Independent Review R
/
Proj ect Manager R/A John Belier
- "2/2/15 Registered Professional Engineer's Stamp (if required)
/
]
N/A
TEM-9002 ENGINEERING DESIGN FILE EDF-.3124-0001 09/29/09 Rev. 3 Rev. 0 Page 2 of 5 Radioisotope Production Facility Excavation Clear and Grub Assume 7.4 acres at 3 inches (in.)
Excavation volume: 322,344 square feet (ift) x 0.25 feet (ft) = 80,586 cubic feet (fi3)
Footings General assumptions Average footing depth: 2 ft Average footing width: 2 ft RPF Process Area Assumptions Length of exterior walls: 850 ft Excavation volume: 850 fix 2 ft x 2 ft = 3,40Oft3 RPF Support Area Assumptions Length of exterior walls: 302 ft Excavation volume: 302 fix 2 ft x 2 ft = 1,208 ft3 Administration Building Assumptions Le*ngth of exterior walls: 400 ft Excavation volume: 400 fix 2f fx 2 ft = 1,600 ff Total footings excavation volume: 3,400ff + 1,208 ff + 1,600ff = 6,208ff Tank Pit and High-Integrity Container (HIC) Storage Area General assumptions Tank pit surface area: 2,870 ft2 HIC storage surface area: 2,987Wt Add 1/2/-ft excess excavation: 178 ft2 Excavation depth: 15.5 ft Total area: 2,870fft ÷2,987 ff +1 78 ftf = 6,035 ff Total hot cell excavation volume: 6,035 ff x 15.5 ft = 93,543ff° Irradiated Target Receipt and Transfer Area to Hot Cell General assumptions Surfaecearea: 62ftx13ft=806ft2 Add 1/2A-ft excess excavation: 75 ft2 Depth: 9 ft Total area: 806ft2 + 75 ft = 881 ft2 Total irradiated target receipt and transfer area excavation volume: 881 ff x 9 ft = 7,929 ff
TEM~-9002 ENGINEERING DESIGN FILE EDF-3124-0001 09129/09 Rev. 3 Rev. 0 Page 3 of 5 Waste Management Area Truck Ramp General assumptions Depth: 6ft Ramp length to get to 6ft: 60 ft
°Ramp length at 6 ft: 127 ft Surfaice area at 6-ft depth (level): 27 ft x 127 ft = 3,429 ft2 Add 1/2A-ft excess excavation: 154 ft2 Total excavation surface area: 3,429 ft2 + 154 ft2 = 3,583 ft2 Total excavation volume at maximum depth (6 ft): 3,583 ft2 x 6 ft = 21,498 ft3 Surface area of ramp angle to depth (6 ft): 27 ft x 60 ft = 1,620 ft 2
Add '1/2-ft excess excavation: 87 ft2 Total ramp angle excavation surface area: 1,620 ft2 +87 ft2 =1,707 ft2 Total ramp angle excavation volume: 1/2 x (1,707 ft2 x 6 ft) = 5,121 ft3 Total truck ramp excavation volume: 5,121 ift + 21,498 ft3 = 26,619ft Total RPF Excavation Clear and grub:
80,586 ft3 Footings:
6,208ft Tank pit and HIC storage area:
93,543 ft3 Irradiated target receipt/transfer area:
7,929 ft3 Waste management truck ramp:
26,619ft3 Total 214,885 ft3 -->
7,959 yd3 Add 10% extra 21,489ft 3 __
796vyd3 Total with 10% Extra 236,374 ft3 -->
8,755 yd3 Use 243,000 ft-p -- 9,000 ya3 for Environmental Report calculations Figure 1 presents the facility and locations outlined.
TEM-9002 ENGINEERING DESIGN FILE 09/29/09 Rev. 0 EDF-31 24-0001 Rev. 3 Page 4 of 5
[Proprietary Information]
Figure 1. Radioisotope Production Facility Layout
TEM-9002 ENGI NEERING DESIGN FILE 09/29/09 Rev. 0 EDF-3124-O001 Rev. 3 Page 5 of 5 This page intentionally left blank.