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Custom Soil Resource Report <br /> MAP LEGEND MAP INFORMATION <br /> Area of Interest(A01) ti Spoil Area The soil surveys that comprise your AOI were mapped at <br /> E71Area of Interest(AOI) Stony Sot 1:24,000. <br /> �� Y P <br /> Soils Very Stony Spot Please rely on the bar scale on each map sheet for map <br /> Soil Map Unit Polygons measurements. <br /> Wet Spot <br /> ti Soil Map Unit Lines <br /> Other Source of Map: Natural Resources Conservation Service <br /> Soil Map Unit Points Web Soil Survey URL: <br /> Special Line Features Special Point Features Coordinate System: Web Mercator(EPSG:3857) <br /> V Blowout Water Features <br /> Streams and Canals Maps from the Web Soil Survey are based on the Web Mercator <br /> ID Borrow Pit projection,which preserves direction and shape but distorts <br /> Transportation distance and area.A projection that preserves area,such as the <br /> Clay Spot +44 Rails Albers equal-area conic projection,should be used if more <br /> Closed Depression Interstate Highways accurate calculations of distance or area are required. <br /> X Gravel Pit US Routes This product is generated from the USDA-NRCS certified data as <br /> Gravelly Spot Major Roads of the version date(s)listed below. <br /> Landfill Local Roads <br /> Soil Survey Area: Cheyenne County,Colorado <br /> Lava Flow Background Survey Area Data: Version 23,Aug 31,2021 <br /> Marsh or swamp . Aerial Photography <br /> Soil map units are labeled(as space allows)for map scales <br /> Mine or Quarry 1:50,000 or larger. <br /> Q Miscellaneous Water <br /> Date(s)aerial images were photographed: Sep 8,2012—Sep <br /> 0 Perennial Water 30,2017 <br /> 4 Rock Outcrop <br /> The orthophoto or other base map on which the soil lines were <br /> Saline Spot compiled and digitized probably differs from the background <br /> Sandy Spot imagery displayed on these maps.As a result,some minor <br /> shifting of map unit boundaries may be evident. <br /> Severely Eroded Spot <br /> 0 Sinkhole <br /> Slide or Slip <br /> ,o Sodic Spot <br /> 10 <br />