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DOFlRL-2001-11 Rev. 0 1 nri fi f,i TABLE OF CONTENTS 2 3 4 5 D SLOPE STABILITY ANALYSIS FOR ENVIRONMENTAL CAP ................ ........D-1 6 D.1 INTRODUCTION ....................................................................................... ........D-1 7 8 D.2 DESIGN CRITERIA ................................................................................... ........D-2 9 10 D.2.1 Design Life ..................................................................................... ........ D-2 11 D.2.2 Engineered Fill, Waste, and Subgrade Properties ...................................D-2 12 . D.2.3 Engineered Banier Function and Components .......................................D-2 13 14 D.2.4 D.2.5 Bottom Liner Function and Components ...................................... .. ........ D-3 Erosion Protection ...................................................................................D-4 15 D.2.6 Seismic Design ................................................................................ ........D4 16 17 D.2.7 Acceptabfe Factors of Safety ........................................................... ........D-5 18 19 D3 METHODS OF ANALYSIS ................................................... .................... ........D-5 20 D3.1 StabifityAnalyses .................... ........................................................ ........ D-5 (--`,21 22 D3.2 Seismic Defotmation Analyses ........ ................................... ................... D-6 23 24 D.4 SUMMARY OF STABILITY ANALYSIS RESULTS .....................................D-6 25 26 27 D.4.1 D.4.2 Results forAltemative 3 .......................................................................... D-6 Results for Alternative 4 ..........................................................................D-7 28 D.5 CONSIDERATIONS DURING DESIGN DEVELOPMENf............................D-8 29 30 31 32 D.6 REFERENCFS ................ »................................ ................... ».............................D-9 ^ Final Feasibiiiry Studyjor qte Canyon D'upoaitian leitiative (221-U Facility) 1une !D03 D-iii
1 ' ^ ^ DOEJRL-2001-1 t Rev.H1 nraf{$ RcdlinclSlrikenut I FIGURES 2 3 D-1. 221-U Environmental Cap Components .......................... . ......................... ....................D-11 4 D-2. Alternative 3: Cross Section of Environmental Cap ....................................................D-12 5 D-3. Alternative 4: Cross Section of Environmental Cap ................................ ....................D-13 6 Dj{. Engineered Barrier Cross Scction for Alternatives 3, 4, and 6. ........„ ...... ....................D-14 7 D-5. Cross Section for Bottom Layer (Alternative 4 Only) .............................. ....................D-15 8 D-6. Cross Section: Erosion Protection Layer .................................................. ....................D-16 9 10 11 TABLES 12 13 D-1. Assumed Engineered Fill, Waste, and Subgrade Properties .................................... ....D-17 14 D-2. Assumed Geotechnical Engineering Properties for Engineered 15 Barrier Components ....... ............................................... .................... ........ .................... D-17 16 D-3. Summary of Alternative 3 Stability Analysis ................ ........ _.......... _...... .................... D-18 17 D-4. Summary of Alternative 4 Stability Analyses for Exterior Bottom Liner . ...... .............D-18 18 19 Final Feasibility Stadyjor the Canyon Disposition lnitiativo (221-U Facility) June 2003 D-iv
Page 1 and 2: AR TARGET SHEET The following docum
Page 3 and 4: (^N r^ r Proposed Plan for the Cany
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Page 9 and 10: ^ (^N t^ the steHitFths+amedielaeti
Page 11 and 12: o"N DOF/RIr2001-29 Draft D Redline/
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Page 21 and 22: ! ' t^ Project Prepare the existing
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Page 25 and 26: ^ POINTS OF CONTA CP ^ U.S. Drnartm
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