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' Geological Audit Services, Inc. 901?ING L DCS <br /> E//y//pnmlR/I/PJdJsaslOVrI,QI <br /> Ya to unds SbCWM <br /> Field Geologist Walker Page 2 Of 2 <br /> Project Name. Top Filling Station prdling Co Soils Exploration Services Date -10-95 <br /> 1 Project Number. 1054 Auger Type. 80 H S Boring I D MW-2 <br />' Well, Dspth Y_ Sample slow OV Group <br /> �� ' � Sofl Description <br /> pesfge „ identification Counts Reading Symbol, <br />' SW Brown, well graded SAND composed of 60% quartz, 20% <br /> feldspars, and 20% hornblende biotite <br />' 7 <br /> MW2-45 10 93 SP Brown, fine-to medium-grained, poorly graded SAND <br /> 11 composed of 65% quartz, 25%feldspars, 10%fines, HC <br /> W odor <br /> SW Brown, well graded, coarse-grained SAND. <br /> 26 <br /> 69 MW2-50 16 24 ML Dark brown, very compacted SILT with clay and sand <br />' O 22 Chlorite reduction spots, HC odors <br /> O <br /> IM I <br /> O 17 <br /> MW2-55 19 21 ML Dark brown SILT with clay, iron oxide staining, chlorite <br /> m <br /> 25 reduction spots, no HC odor <br /> s <br /> c 7 <br /> c� <br /> m MW2-60 10 29 CL Dark brown CLAY with sand, strong HC odors <br /> c� <br /> I ZO, 7 <br /> C MW2-65 19 5 CL Dark brown, wet, CLAY with sand, no HC odor <br /> J <br /> � 19 <br /> � m <br /> rn <br /> C\J 6 <br /> 0 <br />' MW2-70 12 0 SP Dark brown, wet, fine-grained, poorly graded SAND with <br /> j 14 micas, no HC odor <br /> CL <br /> N <br /> 6 <br /> MW2-75 22 0 SP Dark brown, wet, fine-grained, poorly graded SAND with <br /> 44 micas, no HC odor <br /> I , <br /> i80 MW2-80 NA 0 SP Brown, wet, fine-grained, poorly graded SAND with micas, <br /> no HC odor <br /> Boring terminated at 80 feet Boring completed as MW-2- <br /> Groundwater encountered at 65 feet <br /> I <br />