2008-01-28_REVISION - M1997054 (28)

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Table 5 SUMMARY OF STREAM DEPLETION ANALYSIS RESULTS Stonewall Springs Quarry Gravel Pit Distance from Strearn = 5525 ft Transmissivity= 107,000 Specific Yield = 0.2 Noy Flow Boundary = 5,600 It CouUMpave Iced Yolmne of Cmnulative Use & Stream Stream Time Month Evaporation Depletions Depletes months ac-ft ac-ft ac-ft 49 Sep-12 0.00 0.02 50 Oct-12 0.00 0.01 51 Nov 12 0.00 0.01 52 Dec-12 0.00 0.01 53 Jan-13 0.00 0.01 54 Feb-13 0.00 0.01 55 Mar-13 0.00 0.01 56 Apr-13 0.00 0.00 57 May-t3 0.00 0.00 58 Jun-13 0.00 0.00 Year 5 59 Jul-13 0.00 0.00 0.08 60 Aug- 13 0.00 0.00 61 Sep-13 0.00 0.00 62 Oct-13 0.00 0.00 63 Nov-13 0.00 0.00 64 Dec-13 0.00 0.00 65 Jan-14 0.00 0.00 66 Fe&14 0.00 0.00 67 Mar-14 0.00 0.00 68 Apr-14 OAO 0.00 69 May-14 0.00 0.00 70 Jun-14 0.00 0.00 Year6 71 Jul-14 0.00 0.00 0.00 72 Au 14 0.00 0.00 82.91 82.90 8291 Consumptive Use & Evapcnticm through 2008P-009 Plan Year 35.68 Stream Depletions During the 200&7009 Plan Year 47.23 Post-2q)BMM Plan Year Depletions Deere R Ault Cansultarrts, 1-. 211312M 2008 Stonewall Springs SWSP Tables 5 DRAINAGE DESIGN ................................................................................................................................ 5 h. Sediment Pond Design ......................................................................................................................... 6 i. Maximum Allowable Release Rates .................................................................................................... 6 CONCLUSIONS ......................................................................................................................................... 8 REFERENCES ...., ....................................................................................................................................... 9 APPENDIX A Vicinity Map APPENDIX B Draina egL Maps APPENDIX C Hydrology Support Documentation APPENDIX D Soils Map and Support Documentation APPENDIX E Hydraulic Structures Design i~