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<br />-2- <br />4 Intersection/N-S & 4 fJUC 117.5 12.5 106.1 16.3 90.3 Clay, sandy, <br /> E-W legs of "L" - red (CL) <br /> pond side ~ slope toe <br />5 Intersection/N-5 & 6 NUC 117.5 12.5 104.9 17.2 89.3 Clay, sandy, <br /> E-W legs of "L" - red (CL) <br /> pond side Qu Enid slope <br />6 Intersection/N-S ~X 6 NUC I 1 7.5 12.5 114.9 10.9 97.8 Clay, sandy, <br /> E-W legs of "L" - red (CL) <br /> crest <br />7 Intersection/N-S 3~ 6 NUC 117.5 12.5 105.2 12.5 89.5 Clay, sandy, <br /> E-W legs of "L" - red (CL) <br /> downhill slope <br />8 Midpoint/E-W leg of 8 NUC 117.5 12.5 116.1 15.0 98.8 Clay, sandy, <br /> "L" -pond side slope red (CL) <br />9 Midpoint/E-W leg of 8 NUC 117.5 12.5 111.4 14.5 94.8 Clay, sandy, <br /> "L" -crest red (CL) <br />10 Midpoint/E-W leg of 8 NUC 117.5 12.5 82.4 16.2 70.1 Clay, sandy, <br /> "L" -downhill slope red (CL) <br />You advised the Colorado Mined Land Reclamation Board tolked about a <br />percenT compaction of 95 percent as their requirement. Three of the compacTion <br />test percents are above 95 percent and seven are below. Two of the seven are <br />higher than 94 percent. The average of the compaction percent tests is 90.1 <br />percent. <br />The above summarizes The results of our compaction percent tests. Please <br />call with questions. <br />Very truly yours, <br />CT THOMPSOt <br />rank J. Holl' a <br />Principal ine <br />RJH:dsm <br />(6 copies sent) <br />