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Mr. Rob Helmick <br />~- ~ July 20, 1999 <br />Page 8 <br />The operator proposes a French drain system azound the North and East <br />perimeters of the property to intercept groundwater flows and maintain an avenue <br />to route the flows around the proposed reservoir. This French drain will be <br />similar to the field drains that are used by farmers to control high groundwater in <br />agricultural fields. <br />There aze some wetlands on the property. The mining operation avoids most of <br />the wetlands on [he property. These wetlands may require additional permitting <br />through the U.S. Army Corps of Engineers. A copy of the wetland delineation <br />report is included as Attachment J. <br />A copy of the applicants Stormwater Management Plan and the Colorado <br />Discharge Permit application for Process Water and Stormwater Discharges are <br />included as Attachments E & F. <br />The Timnath Connell operation will have no significant impacts of the floodplain, <br />therefore, we are not proposing any new hydraulic calculations. The creation of a <br />lake during the mining phase and after reclamation could decrease the flood levels <br />during the occurrence of an intermediate regional flood by creating extra storage <br />azea for the flood waters and other surface water drainage. <br />Listed below are the measures Connell will take to limit the negative impacts of <br />mining in the floodplain: <br />a) All processing equipment will be aligned to minimize impact of flood waters. <br />Processing equipment will not be water tight. Processing equipment will be <br />properly anchored to prevent flotation, collapse or lateral movement of the <br />structures due to flooding events. The conveyors will move within the <br />designated process area during the life of the operation. The floor of the scale <br />house will be elevated a minimum of one foot above the 100-year floodplain <br />elevation and will be anchored. <br />b) The size of topsoil and overburden stockpiles will be limited. The topsoil and <br />overburden stockpiles will be placed outside the floodway (??) and aligned in <br />the direction of the flows (see Exhibit C). Stockpiles remaining in one <br />location longer than one growing season shall be seeded to reduce erosional <br />effects. <br />c) No new or replacement domestic water wells, water supply, treatment or <br />storage systems are planned for this site. <br />d) No new replacement sanitary sewer treatment systems, including individual <br />~„ sewage disposal systems are planned. <br />