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i <br />i <br />oonsesvative measure since 1981, 1982 and 1983 had higher than average <br />precipitation. Since the USIE is associative, the ~4e in R will have a <br />similar affect on calculated erosion from the iudisturbed and reclamation areas. <br />Soil Erodibility (K) <br />e rx~spec,-tians of reclamation and ~~;~**~ soils were contacted in July <br />and August, 1987. Samples of the surface soils were taken and field notes <br />recorded on soil structure, textin.~e and permeability as well as observations or <br />evidence of erosi~ and/or overlarrl flaw. <br />Soil samples were collected on »*+d; Gr„*t~ and reclaimed areas and returned <br />to the lab aryl air dried. Subsamples were dry-sieved to det~mm;*+p particle size <br />d;c+r;tv,r;ons (Hlack et al., 1965). The clay content was determined by <br />hydrometry, however the clay omrtertts were generally low arri not all samples were <br />analyzed for clay ooartesrt. Soil organic matter was d~e*+ni*+~ by a Walkley-Black <br />digestion (Page et al., 1982). These data were handled in a data management <br />system and an equation used to solve for K (Wisc3~eier and Smith, 1978) rather <br />than the ~tarda_**j K nomograph. <br />The average K for the tn+d~~+~ sites was 0.12, with a range of 0.052 to <br />0.211 (Table 2) aryl reclaimed sites averaged 0.11, with a range of 0.066 to 0.192 <br />(Table 3). New calculations of K were needed because the mine permit showed a <br />change in K in mine area soils from 0.31 to 0.17 with no supporting <br />r docxmientation. The Jac]~on Camty soil survey has identified the mine soils as <br />Qyorthent and Fluetsch soils. The CYyOrt2lents do not have K estimates, while <br />the Fluetsch soils have a K of 0.32 for the surface of the Fluetsch part and 0.15 <br />for the Tiagos part (USDA, SCS; 1973). the calculated K values frrmt mine site <br />sar[g~ling were used in this study. <br />k vnn,u,~ Fob exu.atnn~ ~.awas nM4t 3~ ~lr`FrGU.~x TO <br />QL~t~¢MiuE p(Ak: iD .~ol~ [] gN S7OLKH~r~JO, ^AOV~n/{., t~rc~ <br />