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• 6.3.2(c) <br />Water Resource Description: <br />Surface Waters <br />Clear Creek is located 2,800' to the south and 1,000' in elevation below the Tailings Impoundment affected area. <br />Drainage from this area follows down Hukill Gulch. Historically, the drainage from this vicinity contains acid- <br />runoff/drainage from the numerous abandoned mine waste rock piles and adits located throughout this gulch. Many <br />of these sources are not within the control of Venture Resources (ie Colorado School of Mines owns over a dozen <br />properties in this vicinity; one of which, the Edgar Union Lode, contains three large dumps that is 350' downgrade <br />from the proposed Tailings Impoundment). <br />The proposed operations and subsequent reclamation measures will remove the acidic contribution from Venture <br />Resources' properties and proportionally reduce contamination to surface waters. The waste rock dumps on Venture <br />Resources' property will be processed and re-impounded in a remediated state. Refer to Exhibit C and D for more <br />information. <br />It shall also be noted that this area is not within a floodplain (ref. FEMA Map 408019C0093D, Zone X attached in <br />Exhibit C). <br />Groundwater: <br />There are no perched zones or traditionally defined aquifers in this mountainous area. The site is completely <br />composed of crystalline Precambrian rocks, i.e. gneisses and schists, and tertiary intrusive rocks such as quartz <br />monzonites overlain by 0-24" of unconsolidated material. <br />Ground water wells within one mile of site boundary are detailed in a map attached at the end of Exdiibit C, sourced <br />from the Colorado Division of Water Resources. It shall also be noted that the groundwater in this area is <br />is unclassified per the Colorado Division of Water Resources. <br />Unconsolidated materials, soils, of between 0 and 18"-24" overlay the crystalline rocks. The rocks themselves have <br />essentially no porosity or permeability. Random, in-identifiable fractures due to jointing and faulting provide the <br />only groundwater transmissivity and relative porosity. The site is underlain by numerous mine openings, the most <br />important of which is the workings of the Shafter Mine. The vein of the Shafter Mine outcrops within 100 yards of <br />the proposed disposal area, strikes N 40-60° W and dips 78-80° NW. The Shafter vein (along with the Great <br />American and Edgar) is cut by the Big Five Tunnel at 4,250 feet from the portal, and at a depth of 893 feet on the <br />dip of the vein. The mine workings effectively drain the area underneath the site. Refer to USGS Bulletin 1208, <br />Plate 3, Geologic Section Along the Big Five Tunnel, Idaho Springer District, Colorado at the end of Exhibit C. <br />Another example supporting this is the Colorado School of Mines Edgar Mine Facility (approx. 350' south of the <br />proposed Tailings Impoundment). After a meeting with them on August 31, 2009, it was learned that their mine is <br />"dry". So "dry" in fact that they are working on permitting a well on premises to supply a marginal water supply for <br />drilling operations to keep the dust down. The starting elevation of their well is 7,793' and the borehole was drilled <br />to-254'. Water was determined at -172'. This elevation, 7,621', just so happens to match the Big 5 Tunnel <br />elevation. Safe to say another example of the drainage in this area. A copy of this well log is attached in the <br />appendix of Exhibit C. <br />Hydraulic conductivity for the undisturbed rock types present at the site, in-situ before mining, ranges from 10-2 - <br />10+z gallons per day per square foot (as reported by Freeze and Cherry (1979)) due to joints and fractures in the <br />rock. These joints and fractures will be sealed with hydraulically applied clay that is part of the waste stream. The <br />existence of the underground mine workings provide a direct hydraulic conduit for groundwater beneath the site. <br />The Big Five tunnel, the major drainage for the area, lies 1,000 feet directly below the site. The Big Five Tunnel <br />drainage is monitored, collected, and pumped to the Argo Tunnel Treatment Facility located in Idaho Springs. It <br />produces on average, 35 gallons per minute. This tunnel was constructed in the early 1900's to access and drain the <br />mines in this vicinity. The portal is located on the west end of Idaho Springs and the tunnel was driven <br />0