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Z <br />30 0 30 60 <br />i <br />Col <br />i <br />Bison <br />Street <br />60.0' <br />i <br />T <br />W <br />i <br />ui7n D r <br />a n <br />X1 <br />t- - - cn-7n A, <br />GRN Cro wn <br />3-30-07 Poin t "",A" Otr. CO aljo-11740 <br />71#-,ria-aoa =I" av <br />. 071oe toe it Land Do,' Cma <br />servl,ce;-) <br />Bottorn . 96=0' <br />Z: <br />AL <br />Roaawoy <br />28' <br />Roodway Dutoil <br />Not To Scae <br />Roadway shall hove o 10X Grocie maximum <br />do <br />OQ <br />a <br />The mein mining will be on the Northern portion of the site. Tne roadway will be <br />constructed in a downward manner at a maxium grade of 107, to the pit floor as <br />Indicated. When the mining is under process, the Retention pond area will be <br />changing in size and location. The pit floor will become the bottom of the Retention <br />pond. The water of the Retention pond would be evaporated and naturally reieosed <br />Into the ground below surface. The Berm with security fencing placed on top, will tokc <br />care of any and all offsite drainage from entering the site during the operation of the mine. <br />The offsite drainage would be directed around the site to the North. West ona South. <br />When the. pit has bCcn mined out; the Tailings Stockplic will be placed into the pit area. <br />This Hould then become a portion of the Reclamation Plan. The final slope cf all pitfalls <br />of tha conclusiun of the r.eclomotion would not .exceed 6:1 �iopc�, with a re.lativc:ly level <br />Westerly 1 /0 slope for natural drainage. The Pond areas along with the <br />)rea would be leveled as part of the Reclamation. <br />Plt Wall Detail "C" <br />North, East and West <br />Not To Scale . <br />r <br />Linea Pro:.cszi Pond Detail <br />Not To Scala <br />