Decommissioning Plan
August 2009 Decommissioning Plan
This plan describes the remedial actions that will be used by Shieldalloy Mettallurgical Corporation (SMC) to decommission the Newfield facility.
Decommissioning Plan Tables
Data supporting the Decommissioning Plan
Decommissioning Plan Figures
Figure 18.1 - Aerial Photograph
Figure 18.6 - Site Conceptual Model
Figure 18.2 - Restricted and Former Restricted Areas
Figure 18.7 - Consolidated Material Site Plan
Figure 18.3 - Storage Yard Plan
Figure 18.8 - Engineered Barrier Cross Section
Figure 18.4 - Existing Reforestation Areas
Figure 18.9 - Decommissioning Schedule
Figure 18.5 - Site Location Map
Figure 18.10 - Project Organization
Decommissioning Plan Appendices
Appendix 19.1 - Environmental Report
- Appendix A - Basis for StorageYard Volume Calculations
- Appendix B - Slag/Baghouse Dust Use/Reuse Evaluations
- Appendix C - Select Land Use Information Pages 1-8 | Page 9 | Page 10 | Page 11
- Appendix D - Selected Geologic/Soil Data
- Appendix E - Ground Water Impacts Analysis Report
- Appendix F - Hydrologic Data for the Maurice River Basin
- Appendix G - Surface Water Sampling Results
- Appendix H - Regional Hydrogeologic Information
- Appendix I - Local Hydrogeologic Data
- Appendix J - Ecological Data
- Appendix K - Cultural Resource Information
- Appendix L - Visual Resource Survey
- Appendix M - Select Socioeconomic Data
- Appendix N - Air Modeling Information
- Appendix O - Energysolutions Correspondence
- Tables
- Environmental Report Figures
Appendix 19.2 - Source Term Document Part 1a | Part 1b | Part 2 | Part 3
Appendix 19.3 - Chapter 3 Reference Material
Appendix 19.4 - Background Soil Measurements and Results
Appendix 19.5 - Focused Radiological Characterization of Newfield Facility
Appendix 19.6 - Engineering Specifications
Appendix 19.7 - Engineering Evaluations- Attachment A - New Jersey Geologic Information
- Attachment B - Geotechnical Investigation Work Plan
- Attachment C - Site Geology Cross Sections & Boring Logs
- Attachment D - Geotechnical Laboratory Test Results
- Attachment E - Slope Stability Plan & Critical Section
- Attachment F - Settlement Analysis Parameters
- Attachment G - Stabl Computer Program Methods
- Attachment H - FHWA Publication No. HI-99-012Geotechnical Earthquake Engineering
- Attachment I - Settlement Calculations
- Attachment J - Static Stability Model Analyses
- Attachment K - Seismic Stability Model Analyses
- Attachment L - USGS PSH Deaggregation on NEHRP BC Rock Seismic Hazard Data for SMC Site
- Attachment M - Liquefaction Analyses
- Attachment N - Erosion Protection Design
- Attachment O - Durable Rock Cover Selection Report
- Attachment P - Freeze/Thaw Design Basis
- Attachment Q - Evaluations of Infiltration through Engineered Barrier Layers for RESRAD Dose Modeling
- Attachment R - Seepage Analysis
- Attachment S - Drainage Design Calculations
Appendix 19.8 - QA-QC Construction Plan
Appendix 19.9 - O&M Plan
Appendix 19.10 - DCGL Document
Appendix 19.11 - Radiation Dose Modeling for the SMC Facility
Appendix 19.12 - ALARA Calculation Spreadsheets
Appendix 19.13 - Long Term Control Plan
Appendix 19.14 - Radionuclide Concentrations in Soil
Appendix 19.15 - Final Status Survey Plan
Appendix 19.16 - SSAB Minutes & Transcript
Appendix 19.17 - Completed SSAB Input Forms
Appendix 19.18 - Engineered Barrier Design Drawings