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Demonstration Areas <br />Mine 3 contains three areas to which CYCC feels a demonstration to satisfy Rule <br />• 4.05.2(2) may be applicable. These areas are shown on Map 4a (Hydrology and <br />Sediment Controll. <br />The demonstration consists of two parts; an assessment of actual on-the-ground <br />conditions by means of the BLM Erosion Condition Classification System (Technical <br />Bulletin #346), and an estimate of annual sediment yield by means of the "Universal Soil <br />Loss Equation." Values obtained using the ECCS are compared the condition classes <br />presented in the Technical Bulletin (#346). Those sites which fall into the stable, slight, <br />or low moderate condition classes are considered to be satisfactory, as previously <br />discussed in Minor Revision 90-11 (Commitment to Demonstration) <br />Values obtained using the USLE are compared to those of undisturbed areas which are <br />comparable in terms of slope length and gradient. <br />The Universal Soil Loss Equation referenced earlier in the Exhibit is of the form <br />• A = RKCLSP <br />Where A =Annual Soil Loss in Tons per Acre per Year <br />R =Rainfall Factor <br />K =Soil Erodibility Factor <br />C =Crop Management Factor <br />LS= Slope Length/Gradient Factor <br />and P =Erosion Control Practice Factor <br />For each area involved in the demonstration~~s (both disturbed and undisturbed), average <br />slope length and gradient was determined through assessment of current topographic <br />maps and ground measurements. These average values were then used to determine the <br />topographic factor ILSI for each area from the SCS Slope Effect Chart (Figure TR 90-06- <br />11. <br />The only other factor not previously approved in other submittals is the cropping factor <br />• (C), which is based on the percent canopy cover and the percent litter present. As seen <br />in Table 90-6-15, the percent of litter/ground cover present may have a strong impact <br />upon the C value selected. <br />TR 90-06 Exhibit 3 - 42 Revised 11/16/90 <br />