Laserfiche WebLink
l <br /> estimated to be about the same for the Horsfal Flat location <br /> as at any of the other location s that were evaluated. <br />~ ASf~`1 ~~qq <br />rv~q, The gently sloping topography of the Horsfal Flat site will; <br />reduce operating costs by accommodating the construction of a~ <br />hillside plant with a straight-line flow sheet that wi11~ <br />_.,.}.,_ eliminate the costly elevation of ore and material. Geologi-+ <br />~ <br />L>~~ tally, the millsite foundation will be supported by stable, <br />''""~Q <br />~j,(,uv~/Jti•-y Boulder Creek granite. A review of the historical records, <br />and a field examination of the area did not disclose any <br />ll ff underground mine workings that extend~3 beneath the proposed: <br />SL~yy~(~ milling complex. The nearby Oscar mine shaft is a shallow, <br /> caved discovery shaft, without any lateral workings; and the <br /> Wynona mine workings are inclined towards the northwest, away <br /> from the millsite. <br /> Perhaps the major reason for the final sel=ction of the <br /> Horsfal Flat site, was its suitability for the safe, effi- <br /> cient, and environmentally acceptable disposition of the~~ <br /> tailings that will result Erom the milling process. Other <br /> mountain sites that were examined did not afford the opportu- <br /> nity to construct a hillsi~'e tailings structure, with a <br /> limited upstream drainage area. Finally, constructing a <br /> tailings embankment northeast of the proposed mill building <br /> will have less visual effect on the landscape than any of the <br /> other possible mountain sites. <br /> Water rights for the mill have been obtained by the purchase <br /> of 20 shares of stock in the Left F?and Ditch Company, which <br /> entitles the Go 1d Hill Ventures Limited Partnership to a <br /> pro-rata share of the water available from Left Hand Creek. <br /> Based upon the historic diversions associated with these water <br /> shares, the milling complex will be entitled to a minimum of <br /> 10.4 acre feet of water per year in a dzy year, and a maximum <br /> of 22.53 acre feet of water in a wet year. Golrl Hill Ventures <br /> intends to divert the water associated with ~.~•se shares from <br /> a point of diversion located on the south 1,i~k of Left Hand <br /> ^r,-~k, on property which it is presently buying for this <br /> ~~.rFOSe. These diversions wi 11 be made at a maximum rate of <br /> 50 gallons per minute durin~i the irrigation season, which <br /> extends trom April 1 to October 31. A continuous measuring <br /> device will be installed at the point of diversion. Access <br /> will be granted to the Left Hand Ditch Company's representa- <br /> tives, and to the SCate of Colorado's water officials, to <br /> enable them to monitor the amount of water being diverted for <br /> milling operations. <br /> From the point of diversion, the water will be pumped 3,900 <br /> feet up Akins Gulch in a 2 i~~ch diameter pipeline, that will <br /> be situated on property be rg purchased by the Gold Hill <br /> Ventures Limited Partnership. At a location 45 feet below <br /> County Road No. 52, the water line will enter the portal of <br /> the Time mine's adit, which passes beneath the county road, <br /> and extends 395 feet in a southeasterly direction. The Time <br /> mine is connected with the first level of the Wynona mine by <br /> way of a 50 foot deep winze. By constructing a bulkhead in <br /> the Time mine, and pumping the water from Left Hand Creek <br /> behind this bulkhead, both tl~e Time and Wynona mines can be <br /> used for the underground storage of water for milling pur- <br /> poses. Together, these two mines will have sufficient capac- <br /> ity to store enough water to carry the milling operation <br /> through the period between November 1 and May 31. Mill water <br /> will be drawn from these mine workings by pumping water out of <br /> the Wynona mine shaft. <br />The Gold Hill ventures' concentration mill will be housed in a\ <br />metal building 70 feet wide, 120 feet long, and 30 feet high, <br />with three separate working levels. A metal frame building <br />will be constructed on a concrete foundation with an upper <br />elevation of 8,590 feet, an intermediate elevation of 8,585 <br />feet, and a lower elevation of 8,575 feet (see Maps 82 and <br />E2). The upper terrace will support the crushing plant and <br />