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• Presented in the Guidelines aze the minimum requirements proposed for gravel rr;ining <br />operations located in or adjacent to 100-yeaz floodplains. The Guidelines are intended to <br />help protect property owners adjacent to river and streams from unreasonable ha::ard <br />resulting from river or stream instabilities. The Guidelines were originally designed to <br />protect South Platte River and related properties and infrastructure from adverse impacts <br />resulting from the extraction of gravel in or near the river by providing guideline:; for <br />maintaining its stability and protecting overbank azeas from catastrophic failure. As a <br />result the Guidelines aze directly applicable to operations along the South Platte River. <br />However, they also provide initial guidance for operations along its tributaries, but may <br />require modifications on a case-by-case basis to recognize differences in hydrology and <br />site conditions. The Guidelines are not intended to supersede the Rules and Regulations <br />for Mining Operations in the State of Colorado adopted by the Colorado Mined Land <br />reclamation Board (34-32-108, CRS) but rather to supplement them. <br />For the proposed Western Mobile, Inc. Lyons Pit the appropriate sections of the <br />Guidelines have been used where applicable, and modified if it has been determined <br />necessary in order to address site-specific conditions. <br />III. Existin¢ St. Vrain Creek and Fooodplain <br />CJ <br />Existing_River Conditions <br />The St. Vrain River drains a basin of over 219 square miles above the Lyons, wish 125 <br />square miles on the North St. Vrain Creek and 94 square miles on the South St. `/rain <br />Creek. The two tributaries have a confluence within the town of Lyons approxirr;ately 1.5 <br />miles upstream from the proposed mine site. The basin topography changes from forested <br />mountain terrain on the west, to rolling plains on the east, which are primarily p;~sture <br />and cultivated fields. <br />As shown on floodplain mapping (see Figure 1) the St. Vrain floodplain is const!~ained by <br />topography upstream of U.S. 36 (Foothills Highway} into a relatively narrow width of <br />400 to 600 feet. After passing under the U.S. 36 bridge however, the floodplain spreads <br />out to a width of almost ] mi]e near the eastern boundary of the proposed mine <.,ite. This <br />floodplain pattern is similar to what is known as an "alluvial fan". During a flood event, <br />as the heavily debris and sediment laden floodwaters transition from the steeper channel <br />grades of the foothills onto the flatter grades of the plains, the decrease inflow velocities <br />cause deposition of the debris and sediments. This deposition of materials creates a broad <br />fan-shaped and relatively flat floodplain. The remnant meander scars that exist <br />throughout the mining site are evidence of past alignments of the creek's main and split <br />flow channels. <br />• It appears that the main channel of the St. Vrain in the area of the proposed min: has <br />