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6.4.20(10)(b) <br />The stormwater management design has been performed by a CO licensed professional engineer. See this design in <br />Exhibit C and Exhibit E. A SWMP permit has been applied for with the CO WQCD. <br />6.4.20(11)(x) <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 normally dry <br />gulch. Many of these sources are not within the control of Venture Resources (ie Colorado School of Mines owns <br />over a dozen properties downgradient in this vicinity; one of which, the Edgar Union Lode, contains three large <br />dumps that is 350' downgrade from the proposed Tailings Impoundment). <br />A Colorado Discharge Permit is not required because there is zero process water discharge to surface waters and the <br />process water is nearly 100% recycled back to the rill. <br />However, DRMS has requested surface water quality data. and analysis. <br />The area of study looks at the surface water of Clear Creek, within two miles downgradient of the proposed <br />operation. This area is within Sections 34, 35, and 36 of Township 3 South, Range 73 West. The Colorado Water <br />Quality Control Division (WQCD) has identified this portion of mainstream Clear Creek as COSPCL2c and it is <br />referred to as the South Platte River Basin, Clear Creek Subbasin, Stream Segment 2c. This segment roughly <br />follows the mainstream of Clear Creek from a point just below the confluence of Mill Creek to a point just above the <br />Argo Tunnel Facility Discharge. <br />Numeric standards are developed on a basin-specific basis and then adopted for particular stream segments by the <br />WQCD. The standards for Stream Segment COSPCL2c, have been assigned to this stream segment in accordance <br />• with Regulation No. 38 Classification and Numeric Standards South Platte River Basin, Laramie River Basin, <br />Republican River Basin, Sniokey Hill Basin. Standards for some metals are shown in the regulations as Table Value <br />Standards (TVS). Table Value Standards are derived from equations that depend on the hardness of the receiving <br />stream. Other metals standards are based on, and adjusted accordingly to, historically elevated levels due to past <br />mining activities and the naturally occurring geological deposits of sulfide minerals and heavy metals that are <br />concentrated here. Refer to the appendix of this Exhibit T for the water quality standards: <br />• CDPHE Water Quality Control Div., Clear Creek "Segment 2c" Standards <br />Existing adjudicated water rights within this area have been studied through the CO Department of Water <br />Resources; a list is attached in the appendix of this Exhibit T. In summary, these rights are listed as having a use of <br />"industrial-other" and after further study it can be determined that these are for mining uses. <br />Many water rights are transferred through Clear Creek to other points downstream. These uses comprise a broad <br />range from municipal drinking water to irrigation water to industrial/commercial use. Additionally, Clear Creek is a <br />popular recreational water body for rafting and fishing. Potential future uses could also be reasonably assumed to <br />match the broad range of existing uses. <br />6.4.20(11)(b) <br />Metal content in the water here is higher than other areas of the State and is highly variable. This can be attributed <br />to variations in seasonal precipitation that result in highly irregular dilution/concentration conditions. USGS <br />streamflow data is attached in the appendix of this Exhibit T showing the high variablility. <br />• USGS Station 06716500 Clear Creek Strearnflow Data <br />To illustrate the ambient water quality, data collected by the WQCD (Station 000132) and USEPA (Station CC-34) <br />on Clear Creek was used. The sampling sites are the best data available representative of ambient water quality. <br />The data period of record is from August 1999 to October 2005. A summary of this upstream data is attached in the <br />• appendix of this Exhibit T: <br />• US EPA Station CC-34 Clear Creek Surface Water Quality Data <br />• CDP14E Station 000132 Clear Creek Surface Water Quality Data <br />Page 26 of 31