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alluvial aquifers. In intermittent streams such as Foidel and Middle Creeks, stream flows and ground water levels <br />in adjacent areas decline rapidly following spring runoff. Since the alluvial aquifers are in direct hydraulic <br />communication with the stream system, reductions in ground water levels and loss of base stream flows result in <br />concurrent depletion of the limited volume of ground water retained in alluvial aquifers. <br />Saturated Backlill <br />Recharge to backfilled areas at surface mines occurs through direct infiltration of rainfall and snowmelt. A detailed <br />discussion of recharge, flow and discharge in the backfilled areas adjacent to the Foidel Creek Mine is included in <br />Exhibit 35, Backfll Hydrologic Evaluation. <br />EMD (Panels 2 Right through 6 Right)(PR97-04) <br />A spring and seep survey was conducted during 1996 for the EMD. Table 9A, EMD Spring Locations, provides the <br />locations of each spring to the nearest quarter section. Tables 9B through 9m provide flow and water quality data for <br />each of the springs. <br />The flow data, except for Spring 586277, show discharges less than or equal to 0.0181 cfs (8.1 gpm). Maximum flow <br />from Spring 586277 was reported as 0.0392 cfs (18.6 gpm). Typically, the springs flow less than 0.011 cfs. Given the <br />limited flows from these springs, no further monitoring is proposed. <br />(2) Surface Water Information <br />(a) Surface water infonna[ion shall be provided, including the name of the watershed which will <br />receive water discharges from the permit area, the location of all surface water bodies such as streams. lakes, ponds. <br />and springs, the location of anv water discharge into anv surface body of water, and descriptions of surface draining <br />systems insufficient to identify. ui detail, the seasonal variations in water quantity and quality within the proposed <br />permit and adjacent area. <br />(b) Surface water information shall include: <br />(i) Minimum, maximum, and averaee Flows which identify critical low Flow and peak <br />discharge rates of streams sufficient to identify seasonal variations; and <br />(ii) Water quality data from surface waters in, discharging into, or which will receive <br />Flows from surface or ground water from affected areas within the proposed permit area, sufficient to identify seasonal <br />variations water quality satnpline and laboratory analysis will be conducted in accordance with 2.03.3 (4) and shall <br />include: <br />(A) Total dissolved solids or electrical conductivity corrected to 2~ centieradc <br />(specific conductance); <br />(B) Tolal suspended solids in milligrams per liter: <br />(C) Acidity; <br />(D) pH; <br />(f:) Ibtal and dissolved imn in milligrams per lifer: <br />(F) Toral numeattese in milligrmus per liter: and <br />(G) Such other infi~nnation as the Division. for good cause shown. determines is <br />APR 2 4 2000 <br />PermitRenesvalNo.3 2.04-29 APPRUVED 4/1/99 <br />