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WE HAVE A~UIRED NECESSARY PERMTT FOR AO~'SS FROM THE STATE HIGHWAY DEPAKIT'!Q]'P. THE Fd~AD6 WILL BE 30 FEET WIDE WPI71 3 INCHES OF ROAD BASE GRAVEL. SEE EXHIBIT B PAGE 6. THE WATER TABLE IN THE LAKE AREA IS FED BY SPRINGS AND IS NA`I'[IRAI.LY HIGH. WE PLAN TD PUMP THE WATER AND GRAVEL TO A 3 DECK SCREENER FOR WASHING AND SIZEING. THE WATER WILL RETURN TO A SEPARATE POND FOR SETTELING OUT THE MUD, THEN RETUis] Tq THE LAKE TO BE USED AGAIN. SEE EXHIBIT C PAGE 7. WE HAVE OOi~lTACPED THE DIVISION OF WATER RESOURCES, AND TI{E ARMY CORPS. OF ENGINEERS FOR THEIR APPRIVAL. SEE EXHIBIT C PAGE 8, 9, and 10. THE ON-SITE PROCESSING WILL QONSIST OF WASHING AND SCREENING MATERIAL. THE MUD WILL SETTLE OUP IN THE SETTLF;ING POND, ANU THE PRODUCT WILL WILL BE TRANSPOAPEU BY TRUCK 'IC. 18061 TELLER COUN'PY HIGHWAY # 1, for STOCK-PII,EING, AND RESALE. EXHIBIT D AECLAMATICN PLAN BECAUSE WE ARE DREDGING A LAKE, TI-(ERE IS NO OVERBOURDEN 1i~ BE REEP9DVED. WE PLAN 'PO START DREDGING AT T!~ NORTH-EAST END OF THE LAKE, THEN PROCEED IIv A SOUTHWESTERLY DIF2EGTION SEE EXHIBIT E PAGE 11. THE SHORELINE WILL HAVE A 5 TO 1 SLOPE ALL THE T+]AY AROUND T[{t LAKE. THE DAM HPS A 4 TO 1 UPHILL SLOPE AND A 3 T'O 1 DOWNHILL SIfJPE. THERE FTLLL BE 6 INCHES OF TOP SOIL Fid~M THE SHORELINE 'It7 THE ROAD Aid~UND THE LAKE. THIS AREA WILL ALSO GET SEED, FERTELIZER, AND MULCH. SEE EXHIBIT B PAGE 2 AND 3. THE FOLLOWING SEERS WILL BE USED ON THE RECLAMATION PLAN. MANHAR SMOOTH BROME, NORGON CRESTED WHEAT GRPSS AND LUNA PUBESCETdT WHEAT GRASS . SEE EXHIBIT B PPL;E 3. Lid PREPERATICN FOR THE CAMPGI~UND WE NEED TO DREDGE 20,000 YARDS OF SAND AND GRAVEL. PART OF WHICH WILL BE USED CN SITE, TO GRAVEL ROAC6, PARKING AREAS AND 'IO MIX CEMENT. THE EXCESS MATEkTAT• WILL BE HAULED TO 18061 TELLER Q~UNTY 13DAD 9 1. FOR STUCI~ILING.