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• MAPLEGEND <br /> \ Ap 112 PERMIT BOUNDARY <br /> C a E 9R9S, f it _ — ADJACENT PROPERTIES <br /> A3?�\\ PLAIN100-Y NO FLOOD <br /> PLAIN NORTH OF <br /> CANAL <br /> d <br /> ,,t. ✓y.9" 10'CONTOUR INTERVAL <br /> I I FROM USGS TOPO <br /> 1 <br /> N80• 7' 7o4 j53'IY B m L m <br /> ,, <br /> s , PUBLIC ROADS <br /> 'L dA ? B 3 \/�/ HAUL ROAD <br /> 110:00V Y <br /> RANCH FENCE <br /> pso OHE OVERHEAD POWER LINE <br /> ROCKYFO RD <br /> HIGHL NECANAL S ��J�R SOIL UNIT BOUNDARY <br /> y C a E P��PNSP <br /> f , w Lmi. <br /> CaE Bm � <br /> NBC <br /> o ' <br /> p60 <br /> 100-YEAR FLOOD <br /> x a A PLAIN NORTH OF VEGETATION INVENTORY <br /> O qq�� QysD ro CANAL <br /> yF. L9�S.? N �y ® Typical vegetation on this site includes: <br /> tti°Po y�� O6 srss?off A p <br /> OdA Blue Grama <br /> ��,� S� �° �'�s �h g'� s�3 • White Tridens <br /> 9° �� <br /> sP� '�` �x SST;g • Sideoats Grama <br /> k < 9 g1°� 6£ Km �• . Sand Sage <br /> F PROJECT , • <br /> Plains Prickleypear <br /> BENCHMARK 4' • Walkingstick Cholla <br /> CaE • Buckwheat <br /> • False Alfalfa <br /> PIT �A• ',``� <br /> NTRANCE "w.,, • Scattered Forbs <br /> o Topsoil To depth 1"to 6" <br /> P <br /> Km a -� <br /> 50 '�' Ca E A �° <br /> o ' <br /> x , <br /> T <br /> AMENDMENT <br /> SOIL SURVEY MAP UNITS BIG "G" GRAVEL PIT <br /> Symbol Name <br /> 0 500 Ap Apishapa clay loam,0 to 2 percent slopes,occasionally flooded CLIENT: <br /> l000 Daniel J. Gaudreault& Barbara J. Gaudreault <br /> N APPROXIMATE COORDINATES Bm Bloom silty clay loam,0 to 2 percent slopes,occasionally flooded <br /> SCALE: 1"=500' AT ENTRY GATE CaE Cascajo very gravelly sandy loam,5 to 25 percent slopes CONSULTANT: <br /> CONTOUR INTERVAL 10 FEET Km Kim fine sandy loam GAGLIANO ENGINEERING, INC. <br /> 38.18569'N LAT Lm Las Animas fine sandy loam <br /> BASEMAP SOURCE: USGS 7.5'QUAD OF W Water PREPARED BY: <br /> �J.V. GAGLIANO <br /> NEPESTA,COLO.,2016 104.19637°W LON ry sandy loam,dry, 1 to 4 percent slopes DRMS FILE NO. M-2006-081 Water <br /> EXHIBIT C SOIL&VEGETATION MAP DATE:10/03/17 <br />