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r <br /> Project No 2055 Boring B17 MW10DPlate APPENDIX <br /> ¢ta Site Tosco 76 Service Station 5886 Date 4/8,(99 <br /> Drill Contractor Woodward Drillinig <br /> Sample Method Split Spoon Geologist <br /> Drill Rig BK81 Bore Hole Diameter 8„ SignatureWnard <br /> Location 120 Feet South, 250 Feet Westof Registration <br /> Snuthwe.0. Site. Corner Lo ed b <br /> GEOLOGIC DESCRIPTION ,�� <br /> 8 asphalt <br /> + Fill <br /> + + <br /> Clayey silt, light brown brittle, dry <br /> CL <br /> 5 52 NR Silt, l;gl )brown, mottled, trace of fine–grained <br /> sand ll�� e <br /> ML <br /> 1 21 Q 8 Clayey silt, brown, moist +, <br /> 0 <br /> v - <br /> 1 80 00 ilt, trace ofppine-- rained s Rd (10%), light <br /> grown, moist to wet, mica fakes <br /> a� <br /> N <br /> rn <br /> b <br /> 46 03 ___ S1 tray,–awn, std^ <br /> - CL <br /> Grades into silt with le ser amounts of clay, <br /> mottled with Mack and orange staining <br /> 2 105 0 2 ML <br /> ai <br /> N <br /> rn <br /> lavye silt, brown, traces of fine–grained sand <br /> <I0 ), mottled, damp to moist o <br /> 3 70 06 Sand poorly sorted/well graded, 10% silt pre- <br /> 101' sent, saturated <br /> SW <br /> a� <br /> 111 0 4ML Clayey silt, trace sand <5%, greenish gray, <br /> TTdry dd <br /> Groundwa er aencountered at 14 feet Q <br /> v� <br /> U <br />