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by means of a cutoff trench around the pit with the drainage <br /> water being diverted from the site in either of two ways : <br /> ( i ) Pumping into the storm sewer of the City of <br /> Greeley located on the northeast corner of <br /> the property . Pit drainage water will then <br /> be conducted via the storm sewer to the Cache <br /> La Poudre River at a point one mile north of <br /> the subject tract of land. <br /> ( ii ) Returning the water immediately to the <br /> aquifer by means of recharge wells along the <br /> north side of the site . <br /> e <br /> With either procedure , the dewatering operation will lower the <br /> water table in the pit to the bedrock elevation and will permit <br /> dry-process extraction of the remaining portion of the gravel <br /> down to the bedrock elevation. <br /> d. The extraction of gravel from the site will result in a <br /> substantial lowering of the ground level in the mine area as <br /> overburden material is replaced in the pits after extraction is <br /> completed. After the removal of the gravel , the parcel will of <br /> necessity include a lake which is projected to have a water <br /> surface area of approximately 14 acres . <br /> e . Dewatering the pit will create a ground water <br /> depression which will migrate in an northeasterly direction to <br /> the Cache La Poudre River. The gain to the Cache La Poudre <br /> River which results from return of the water drained from the <br /> pit will exactly equal any depletion to the stream, and the <br /> precise impact on streamflow will depend upon which technique <br /> has been utilized to return the drainage water to the stream: <br /> ( i ) Recharge wells would return the pit water <br /> immediately to the ground water formation at <br /> a rate exactly equal and opposite to the <br /> depletion caused by pumping. There would be <br /> no net impact, either positive or negative , <br /> on the rate of flow in the Cache La Poudre <br /> River. <br /> -3- <br /> ate. <br />