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I1located on the northeast corner of the property. Pit <br /> ' drainage water will then be conducted via the storm <br /> sewer to the Cache La Poudre River at a point one mile <br /> ft north of the subject tract of land. <br /> i)(iReturning the water immediately to the aquifer by means <br /> ' of recharge wells along the north side of the site. <br /> lWith either procedure, the de-watering operation will lower . <br /> the water table in the pit to the bedrock elevation and will <br /> L'. permit dry-process extraction of the remaining portion of <br /> the gravel down to the bedrock elevation. <br /> I' C. The extraction of gravel from the site will result in a <br /> substantial lowering of the ground level in the mine area <br /> I' as overburden material is replaced in the pits after extrac- <br /> tion is completed. After the removal of the gravel, the <br /> parcel will of necessity include a lake which is projected <br /> to have a water surface area of approximately 14 acres. . <br /> E d. De-watering the pit will create a ground water depression <br /> which will migrate in a northeasterly direction to the Cache <br /> La Poudre River. The gain to the Cache La Poudre River which <br /> results from return of the water drained from the pit will <br /> exactly equal any depletion to the stream, and the precise <br /> impact on streamflow will depend upon. which technique has <br /> been utilized to return the drainage water to the stream: <br /> L' (i) Recharge wells would return the pit water immediately <br /> to the ground water formation at a rate exactly equal <br /> L' and opposite to the depletion caused by pumping. There, <br /> would be no net impact, either positive or negative, <br /> on the rate of flow in the Cache La Poudre Rivera <br /> (ii) Pit drainage water introduced directly to the river via <br /> L' the storm sewer will cause a net streamflow effect that <br /> will be either positive during periods in which the pit <br /> is being de-watered, or negative while no pit water is <br /> L' <br /> - 3 - <br />