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site stormwater control and dewatering transfers. Concurrent reclamation is <br />planned for the pond edges as each excavation footprint area is developed <br />over time. No surface water will be intercepted in the pit area (intercepted <br />ground water and stormwater only). Other than the Yampa River and Deep <br />Cut Ditch, there are no other existing springs, streams, ditches, ponds, lakes or <br />reservoirs, which will receive drainage and/or runoff from storm events within <br />the site. Ditching, silt fencing, berms, bales and other site stormwater BMP's <br />will be used as part of site stormwater controls. Silt fences and sediment <br />retention berms or ditches will be maintained alongside road and in <br />excavation areas as necessary to reduce erosion and limit runoff from storm <br />events. All sormwater will be directed to and contained within the excavated <br />areas of each pond footprint as per the site SWMP. <br />Any topsoil stockpiles remaining for longer than one year will be seeded with <br />the recommended seed mix for stabilization and will be placed and contained <br />to prevent any stockpiled soils from being transported offsite. Site storm <br />waters will be handled as specified in the Stormwater Management Plan <br />(SWMP) required by a CDPHE Stormwater Permit which has been filed for <br />the Breeze Basin Sand & Gravel Pit Project (a copy of the SW application and <br />SWMP is contained in Exhibit M).