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I _ l Audit Services, Inc BORING L OG <br /> — Geologlca <br /> �_�� Envuonmenla/Pro/assiona/s <br /> V Yorbal.rxia smcrdon Field Geologist Walker Page 1 Of 1 <br /> Protect Name <br /> Cal-West Concrete Cutting Drilling Co Soils Exploration Services Date 1-27-95 <br /> 1053 8' H S Boring I D MW-3 <br /> Project Number Auger Type <br />' <br /> Well Depth Sample Blow oV Group Soil Description <br /> Design Identification Counts Heading Symbol <br /> Approximately 4 inches of asphalt <br />' Dark brown, fine-grained SAND with silt, no HC odor <br /> 2 7 <br /> 1 0MW3-5 10 0 SP Dark brown, medium-to fine-grained SAND with silt, no HC <br /> N 14 odor <br /> Y <br />' C <br /> 11 <br /> 11 MW3-10 13 0 SW Brown coarse-grained SAND composed of 65% quartz, 20% <br />' 15 feldspars and 15% micas with fines, no HC odor <br /> 1 30 <br /> MW3-15 40 0 SP Grey, moist, fine-grained SAND with clay, no HC odor <br /> C 50 <br /> N <br /> c`u <br /> 17 <br /> 0 MW3-20 24 0 SP Grey, wet,fine-grained SAND with clay, no HC odor <br />' co 32 <br />' 18 <br /> MW3-25 24 0 5P Grey, wet, fine-grained SAND with clay, no HC odor <br /> Cr 30 <br />' 18 Grey, moist, fine-grained SAND with clay, no HC odor <br /> 30 MW3-30 26 0 SP <br /> 34 Bonng terminated at 29 8 feet <br /> Boring completed as MW-3- <br /> Groundwater encountered at 20 feet. <br /> 40 <br /> 1 <br /> L <br />