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Exhibit C CMLRB 112 Permit Application <br />Agile Slone S~'stems. Inc. <br />• 7.0 Monitoring Wells and Spring Mapping <br />Monitoring wells were drilled along the southern boundary of the gravel deposit between <br />the limit of pit operations and the railroad right of way to define the water table and <br />gravel depths, conduct draw down/recharge pumping tests and prepare sites for <br />monitoring of water permeating from the mining azea into the Arkansas River. Two <br />wells incurred water at a static water table of about 40' from the main gravel terrace at <br />about the 5,790' elevation. The 2 dry new test wells showed gravel depths to 15' and <br />20'. No water table or water flows were encountered even at further depths to 35' and <br />75', respectively. A fourth well location was drilled at the extreme eastern end of the <br />gravel bank. This well incurred high water flow rates (40-50 gal/min) at depths <br />corresponding to 67' feet below the top of the main gravel terrace (5,790') while still in <br />gravel materials. <br />The well located within the permit area west of the "depot" buildings north of the Steer's <br />residence had a static water table 20' from the surface but with a limited recharge rate of <br />about 6.6 gallons per hour. This field observation indicates that the southwest comer of <br />the permit area may have an elevated saturated water table in the underlying gravel. The <br />only identified source for the elevated water table was concluded to be the long term <br />alfalfa field flood irrigation percolating the short distance to the Steer's spring. The 2 <br />wells drilled east of the depot were both dry holes striking sedimentary bedrock <br />suggesting either a sedimentary bedrock uplift or prior erosion by the Arkansas River of <br />the area to the west. This uplift east of the Steer's spring may also help channel the <br />Tallahassee Creek irrigation water from the southwest azea alfalfa field towards the <br />Steer's spring. <br />The Tallahassee Creek and Currant Creek waters infiltrating the gravel bar appeaz to <br />move toward the south and east laterally above the gravel bedrock contact and exiting the <br />gravel terrace at a number of locations as springs along the north bank of the Arkansas <br />River but only in the southeastern part of the permit azea. 15 individual or multiple <br />spring sources were mapped and characterized by Azurite, Inc. (11/97) with an estimated <br />flow rate of 200 gpm. These springs flow directly into the Arkansas River and are not <br />utilized by any other water user. <br />Since mining will be mostly to the north of the sedimentary bedrock identified in the <br />southern part of the permit area and be limited to above the water table, gravel mining <br />will not affect these springs. Plant consumptive water use of Arkansas River water taken <br />from the river and not a well in the gravel bar may increase the water table supporting <br />these spring. Since the springs are down gradient from the plant, the springs are <br />considered similar in function to monitoring wells and will be considered as future water <br />sampling sites. <br />• 28 <br />