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3.21 Mi <br /> F <br /> SECTION 3 <br /> CONCLUSIONS AIVD RECOMMENDATIONS <br /> Conclusions from <br /> r the <br /> investigation and recommendations for site <br /> remediation a p <br /> CaIIClUSIC?TLS <br /> soil sampling and analyses we may concl�•de <br /> From the results of the <br /> that: <br /> • the deepest occurrence of the product in the soil is between 35 <br /> and 40 feet Below grade; and <br /> • the product-affected soil is not a hazardous waste. <br /> timate <br /> By calculationabased mately 1840 cubic yards of produc -affected he observations made to datet we soil <br /> that there are PA <br /> underlaying an average of 6 feet of clean overburden. Based on soil <br /> emate <br /> density measurements of samples collected at the site, <br /> matcAy13,300 <br /> the weight per cubic yard. of soil at the site to be app <br /> lbs. The total estimated weight of the product-affected soil is 2,970 <br /> tons. <br /> ! Recqumen&fions <br /> There is less than 24 feet of clean soil <br /> ater level,ween e dThe groundwater <br /> eepest occurrence <br /> of the product and the current groundwater product. However, groundwater to be unaffected by h <br /> oint in the <br /> could be impacted by the product in the soil at some <br /> on ct andlor <br /> future either by continued downward migration of the pr <br /> by increases in groundwater elevations which may occur when <br /> rainfall red in order to protect the ore, we groundwater groundwater fromfutu e impact by <br /> at the soil be <br /> remediated in o p <br /> the product in the soil. <br /> 3-1 <br />