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• <br />;...., <br />~ ~ ... <br />AF.SOUACA MATERIAL <br />lL'~ T <br />r', <br />• •!t <br />a <br />•~ - <br /> <br /> <br />• <br />Topsoil <br /> fair' to oor: sloe small stones thin la er <br />s°"~ fair to unsuited <br />Orevel fait to unsuited <br />Roedfill <br />oor: <br />thin la er low stren th area reclaim <br />Lapermeebla <br />Core Material <br />6UITAHILITY OP E9IL A8 A AEHOURCE MATERIAL <br />LUSITATIOH6 Aim FACfoR6 APFECfIHG THE USE OF SOIL <br />RATING LIAffTING FAC1C)AS ' <br />Trnfficveye <br />Light Induetrlel and <br />Cevmerclnl Hldg. Elte^ <br />'') L1y5uon, Pohl, and <br />• 6mn11 Reeerwir Are.e sloe de th to rock <br />I.ov Si~peeate <br />•_ ~ thin la er pf in low siren th <br />, <br />~s; 3epL1c ^.tik <br />Filter F)e3A. severe; depth to rock <br />E%C6Vati0ae <br />IAwe end Golf <br />Felrxeye d <br />Intensive Camp <br />slue moderate slo e <br />Intensive Pley <br />Areee severe; slope, depth to Bedrock <br />Ploalo Araae <br /> Moderate: slope <br />OTi~R ;;O1L PPOPEIYfIF«: Ull 1461KVIOR CHARACTEH3HTICti <br />Salinity Rating ----------nOt observed <br />Hater Table Depth --------2(7 inches. <br />Frost Heave Poteotisl-----low t0 moderate <br />Corroeivity, concrete-----loW <br />untnatad steel---.aloderate to high <br />Cot~reeaibility or <br />Beselt~ --'•--_--_•-lOW <br />Fnquenq'of Flooding ----none <br />Interpxetatione by; Uate: __ <br />ReKeved byt Date; _~ <br />Date; ~- <br />Date: <br />Holl~s.rleeKirtley-:Purner Complex ~ <br />SUITARILITY } • ~~- <br />~S~%-_ <br />. •• i <br />.~ <br />J <br />r <br />