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These soil classes are consistent with the categories listed in the Hydrologic Group <br />described in the Water Features Table under the STATSGO mapping. Figure 4 depicts <br />the soil classes found throughout the alluvium of the SPDSS study area. The soil classes <br />represent the following percentages of the alluvium ground water model area: <br />• Soil Class A - 19 percent <br />• Soil Class B - 37 percent <br />• Soil Class C - 43 percent <br />• Soil Class D - 1 percent <br />l <br />4ti, f: Fd~FFAT HFf21AV{F• <br />®1ft 7$ <br />01 <br />~~ °~ <br />1 <br />4 FeTFS <br />• <br />I'AP.Ii 1 eCF <br />14 cy <br />fiLiE[J,F.~f;'r l RIYV <br />a <br />7i fi3 ~ <br />• <br /> I <br />_ <br />f E~[7111. f)FY <br />l <br /> id,34. i,~: <br /> ~~L <br />~ <br />i:LOFZr~1t]Wri ~ <br />IF <br />4 <br />10.7'.7 i <br />E4'tHGkt <br />E <br />, <br />• <br />15x A <br /> <br />~Ik 15 ~ tU[i`M[:Ft 5 <br />n as <br />Ff:IGCSG>Ri F iJLY"d kAYM [F2 RLING <br />r13 r14.£i$ py R ~...if~:5 <br />~', P '. .. <br />L7AILLY ~ r <br />' rrS. Se r[:J+:~~LE FiCICFt F <br />1.'.32 <br />4:FILLSMFV3 <br />• <br />iti ,1 <br />' _ EF..TONVIU.E-PNPJW <br />I rli;;1A <br />IVJ I E1i4J R:t StFN~31§i <br />~.~.1 <br /> <br />ART _ uN~.~ <br />J,~ ~rw <br />4~IT C <br />~kRSaN <br /> <br /> <br />Legend a <br />yy <br />I <br />-'°~ <br />Sail Hydraiogie Group <br />~•^ CHEYENNE <br />_ F <br />-~ _ _. <br /> <br />_ NRilr <br />r ClimaP.a ~Intlnnc (AtizregP F'rrrrinilntinn in Ir.mas} <br />Figure 4. Soil Classes in the SPDSS Alluvium Ground Water Model Area <br />The soils classes represE <br />model area: <br />• Soil Class A <br />• Soil Class B <br />• Soil Class C <br />• Soil Class D <br />;nt the following percentages of the Denver Basin ground water <br />- 11 percent <br />- 37 percent <br />- 51 percent <br />- 1 percent <br />A land use type of "pasture or range" with fair hydrologic condition (not heavily grazed, <br />has plant cover on '/z to 3/4 of the area) was selected to represent average non-irrigated <br />Task 64.doc 8 of 13 <br />