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~ ~ ~ ~ ~ ~ ~ ~ ~ a ~^ ri ~ ~ ~ w ~ ~ w^i <br />} U. S. DEPARTMENT OFI JLTURt <br />SCS-sol~tiL - ! SOIL CONSERVAT .SERVICE <br />FILE CODE SOILS-Il Rw-Ai '~'rQS'SDlt Bt.ity Clgq_lo_an,~_wet , <br />SOIL SURVEY INTERPRETATIONS fy-~ <br />This ie a deep, iaoderatsly well drained, nearly level soil. It is tor»d in alluvi.:,l "`°A b9 <br />parent msterlala on the ricer bobtom. The s!lrtaco layer (in a plowed field) is light P.JL Dec. 72 <br />brownish gray silty clay loa afoot 11 inc:ers thic!t. The subsoil to about 30 irc:~:es is <br />light bromish gray friatlle clay loam. The underlying naterial to aL-out 42 inches is atratlfied <br />loam & loa~cy sand. ~eloTa 42 inches soil material is vaual7.~ more °sancW and grar~ll~'. Dlooes range <br />cn <br />'~AJOP COAPSE °E 0.CE~.'+3E LETS TM1AN ~ vL~E: i <br />TOIL C_n5ii°IC+'ION FRAC T. P~55 vG sI=•:F NO --- <br />M1O°.I)O•.5 + N Av c,_ARLE <br />I'NCncs, PE RME P_ HATER 50'L SAL~•N TT S~RPI(_ cVTC., -:•_ <br /> UsOA BILhr CA°{Ifv REACTION ~ECrG' s~~EL~ PROS' <br /> TE~ty PE ~. =r[_ Mi.'O + <G l00 LL PI r A ~ .h r ~ (PMr 45~Cr FCPEr.TIAL CTrr.• <br />au ilty clay <br />~oam CL A6 0 10c 1_A ?5 <br />I00 5-95 30-'.,0 5-zo .2-.6 .19-.21 .9-?.4 F -h logs y:~q r <br />i1-30 CL~y loam CL A6 0 1C0 100 9~-~ 0-80 30-40 9-llt .6-.2 .19-.21 .9-8.4 loo <br />3x42 ~.oam & Ci or A4 0 100 100 75-95 0-75 20-30 5-10 .6-.2 .10-.1(S .9-E.4 for <br /> uam san :'L <br />42-!0 sandy to ~h' or A2 0 1D0 5-1' 300 5-35 0°30 0~ .6-20 .0!:-.13 .9-E.4 low <br /> ,. <br />cE'T.. ~° E=_LROCr ~' `__`"` Greater than S ~ FLOOD M1AZARO prcasional - V, brief {April-Supt. ) <br />`_-.° CO SE+SJr:nL MIG•1 :.ATE R'c°_E yl ~ lTZ, wY OPOVd] C GROUC <br /> <br /> SUIIAtlILIIY AND MAJC¢ FEATURES AFFECTING SOIL AS RESOURCE MATERIAL <br />i~°50 _ <br />f.(: GRgvEI: <br />SAND <br />:;nrY1 ROALFIL L. <br />- E <br />DEGREE OF LIMITATION AND MAJOR SOIL FEATURES AFFECTING SELECTED USE <br />LOCAL ROADS ANC sT REETS sEPiIC TANK FILTER FIELUS <br />r ~ - i• V - 7 <br />$p AL'_O•'~ EK'.P'/AT~IJN$ 5[.AGE LPGCON$ <br />Pioderate - cutb~*il,s cave ~evcre - Tloods <br />ONELU.. GS COR ROSrvrtv _ pN COATED STEEL. <br />Severe -floods 1:ooErate <br />RESERVOIR AREA: CORROSIVITY -CONCRETE <br />ev res ra i Low <br />RESERVOIR EMBANKMENT. <br />Moderato -low strength <br />• <br />1--I <br />(~ <br />H <br />H <br />H <br />4 <br />n <br />O <br />5 <br />a <br />.. <br /> <br />