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• <br />• <br />48 <br />I <br />21 <br />27 <br />30 <br />31 <br />S7 <br />32 <br />35 <br />36 <br />38 <br />41 <br />— 58 <br />43 <br />5 <br />S6 <br />10 <br />50 13 <br />15 <br />50 <br />75 <br />Denver, <br />Colorado <br />10 <br />13 <br />i <br />10 <br />10 <br />13 <br />9 <br />50/4 <br />23 <br />28 <br />50+ <br />TEST BORING REPORT <br />CLASSIFICATION AND REMARKS <br />POORLY GRADED SAND WITH GRAVEL (SP) <br />Medium dense, brown, wet, mostly coarse sand, some medium sand, little fine <br />sand, tittle One aubangular gravel. <br />- COARSE ALLUVIUM - <br />Same as above. <br />Same as above except dare. Cobble encountered at 41.5 ft. <br />- COARSE ALLUVIUM - <br />Note: Auger reNaai at 46.0 0.. Driller stated that It was probably due to a <br />cobble. <br />Bottom of exploration at 46.0 ft. <br />BORING IIA -110 <br />Page 2 of 2 <br />LABORATORY RESULTS <br />21 <br />22 <br />23 <br />24 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />46 <br />47 <br />48 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />43 <br />44 <br />11 <br />x <br />N <br />be <br />be <br />BORING , —110 <br />Page 2 of 2 <br />