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Project* Nomellini Construction Company � Geological Audit Services, Inc. <br /> Environmental Professionals <br /> Project No- SC-94-09-1026-02 �W <br />' Drilling Co _Soils Emloration Services, Inc Date 12-20-94 BORING LOG <br /> Auger Type, 8" H S Boring B-17 (MW-7) <br /> Page 1 of 1 <br /> Depth Sample OV Blow Group Soil Description <br /> (feet) LD. Reading Counts Symbol <br />' N - <br /> /S ML Brown, slightly damp, sandy SILT with clay, <br />' no hydrocarbon odor <br />' 1 B17-10 0 4/8/11 ML Medium brown, slightly damp, sandy SILT to <br /> silty sand, no HC odor <br /> ------------- ---------------------------------------------- -------------------- <br /> B17-15 0 2(3/4 SAI Dark brown, slightly damp, silty, fuse-grained <br /> SAND, no HC odor <br />' <br /> 20 B17-20 0 5/6/8 SM Brovn, slightly damp, silty fine-grained SAND, <br /> very slight HC odor <br /> B17-25 244 7/12/17 SM Dark brown to blue-gray,g y, sliglstly damp, silty <br /> SAND, moderate HC odor <br /> I <br /> 30 B17-30 40 3/7/12 SM Blue-gray, slightly damp, silty, fore-grained SAND, <br /> stiff, strong HC odor <br /> ------------- ------------------------------------------------------------------- <br /> B17-35 8 3/8/11 ML Blue-gray, slightly damp, sandy SILT, strong <br /> HC odor <br /> 40 B17-40 ---- 3/5/9- ML Blue-gray,wet, sandy SILT, moderate HC odor <br /> I6 ML Blue-gray, wet, sandy SILT, moderate HC odor <br /> Bottom of Boring - 45 feet. Water encountered <br /> at 36 feet Completed as monitoring well AIW-9 <br />