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Geological Audit Services, Inc LOG <br /> Envfronmsn/a/Profsaa/ona/a <br /> Yate Lads Stocww <br /> Field Geologist Walker Page 2 Of 2 <br /> Project Name Top Filling Station Drilling Co Sods Exploration Services Date 1-9-95 <br /> Project Number 1054 Auger Type BeH S Boring E D MW-1 <br />' Well Sample Slow ov Group Saii Description <br /> Design depth Identification Counts Heading Symbol <br /> 16 <br /> MW1-45 15 32 SP Brown, medium-grained, poorly graded SAND composed of <br /> 16 65% quartz, 25%feldspars, 10% fines Discolored, HC odor <br /> LU <br /> 1 UL <br /> Q <br /> a: 6 <br /> MW1-50 9 59 SW Green, medium-to coarse-grained, well graded SAND <br />' 9 composed of 80% quartz, 10% feldspars, 10%fines, HC <br /> I'_ odor <br />' 9 <br /> MW1-55 13 4 SP Brown fine-grained SAND with chlorite reduction spots, no <br /> m 16 HC odor <br /> m U <br /> x <br /> c� <br /> 5 <br /> Go MW1-60 9 10 CL Brown CLAY with fine-grained sand and calcification, no HC <br />' n 14 odor <br /> co <br /> ca <br />' a 8 <br /> C: <br /> MW1-65 10 1 SC Brown, wet, fine-grained, poorly graded SAND with clay and <br /> 17 micas, no HC odor <br /> rn <br /> N 6 <br /> MW1-70 8 0 SC Brown, wet, fine-grained, poorly graded SAND with clay, no <br />' 4 13 HC odor <br /> [V <br /> I 12 <br /> MW1-75 11 0 SC Brown, wet, fine-grained, poorly graded SAND with clay, no <br /> 26 HC odor <br /> I <br /> 13 <br /> 80— MW1-80 16 0 SC Brown, wet, fine-grained, poorly graded SAND with clay, no <br /> 23 HC odor <br /> Boring terminated at 80 feet. Boring completed as MWA. <br /> Groundwater encountered at 65 feet <br /> i <br />