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Geological Audit Services, Inc. <br /> BOR/NG LOG <br /> YEnvironmental Professionals <br /> vYana Lida-Sbdmn <br /> Field Geologist: F.Daverin Page 1 Of 2 <br /> Project Name- Don's Buggie Shop Drilling CoJurner Exploration Date: 3-2-94 <br /> Project Number: GeoAudit 902-S Auger Type: 8° H.S. Boring I.D.: B-4 <br /> Well ; SampleSlow D V C3x+yg Soil DescrigAoa <br /> _, Dssgn t)egtL IdeaHficauan Coant� texd�Ag Symbol <br /> CL Dark gray to black,dry,cohesive,clay;no odor. <br /> 0 <br /> 10 ..............................................................................CL..... Brown,dry,cohesive,clay;gravel;no odor. <br /> ............................................................................ ...................................................................................... <br /> 9 <br /> B4-15 12 0 SP Brown,very fine to fine sand;silt in trace amounts;damp;loose; <br /> 17 no odor. <br /> .................................................................................................................................................... ............... <br /> 12 <br /> 20 ... B420- . 17 .--. 0-- . --ML-- Brown,very fine silt;damp;loose;slightly cohesive;mottled;no <br /> 23 odor. <br /> 13 <br /> ' B4-25 16 0 ML Brown,very fine silt;damp;loose;slightly cohesive;mottled;no <br /> 20 odor. <br /> ....................................................................................................................................................................... <br /> 12 <br /> 30 . B4-30-- .......20- ---.0.........-......SP-.... Brown,very fine to fine,well-sorted sand;silt in trace amounts; <br /> 21 dry;loose;no odor. <br /> ...............................................................................................................................-..................................... <br /> . <br /> 6 <br /> B4-35 7 0 ML Brown,very fine silt;slightly cohesive;damp;loose;no odor. <br /> 9 <br /> ....................................................................................................................................................................... <br /> 9 <br /> 40 ..--B4-40 . .......-1.4.................0...............SP...... Brown,very fine to fine sand;silt in trace amounts;damp;loose; <br /> 18 no odor. <br />