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• <br />P IJ: ;1Ff4J15GE <br />!10/84 <br />Page Two <br />study will include strength tests on the proposed spoil <br />material and the in situ material. Pe~muabLlity tests will <br />bo conducted on the spoil and in situ m.•I lrrials. 'Phe <br />laboratory study will also include consolid~l>_on tints cn <br />the in situ materials. <br />Upon completion of the laboratory study we wtll perform <br />• <br />a yeotL:chnical analysis ol. the proposed •:poil pile. Our <br />analysis will include a slope stabi)ity analysis of rYle spoil <br />pile and the soil supporting the disposal 1~,,. The slope <br />stability analysis will take into account t1Te findings of our <br />laboratory stu~}*~:'\ <br />.~ r <br />tae will submi~t~ a geotechnibkl report that .11 present <br />t}le dat.,, observations, and recommendation obtained during <br />our field, laboratory and geotechnical analysis. Our report <br />will include fill placement guidelines al.ri a conceptual <br />plan for placement of the fill. We are workilly with East <br />Side Coal Company~to prepare a scheme to construct the disposal <br />pile. <br />Preliminary il.dacations, based on the geotuchnic:,~ <br />aspects of the data obtained during our field invest i.. ti oil, <br />indicate that there are no discernible geor chnir_al c•..Straints <br />to the proposed disposal pile constructior. <br />Respectfully submitted, <br />LAMBERT & ASSOCIATES <br />1Jo n~~~w W. Johnston Dennis D. ?,ambert, P.E. <br />• Manager Geotechnical Ennineeling Print pal ~~°otechnic-al Enyinl:c:r <br />Reviewod by: <br />~L~:~"~~rt ~.tr~ ~.ss~~i~t~,~ j <br />CO NSULIiNG GEC ~ ~.~rtuCAL ENGINEERS ANU <br />MAIL VIAL TESTING <br />