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1 <br />' result in flooding conditions which overflow the impoundment <br />structure indicated on the map in Exhibit C. These short- <br />duration floods generally cause quarrying operations to cease <br />' until the water subsides. In the past, the flood waters have <br />deposited a layer of sand and gravel in the pit area, which is <br />recovered for use in the concrete plant.~Because the high- <br />' velocity flood waters are already sediment laden, the existence <br />of the pit has little additional effect on contributing to <br />t the sediment load <br />1 <br />1 <br />1 <br />1 <br />1 ' G-2 <br />