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Boring Log <br />and Construction <br />Data for <br />Monitoring <br />Well M W-2 <br />Monitoring <br />Geologic Log <br />Well Design <br />Casing Stickup in Feet 1.35 <br />y <br />Top of PVC in Feet -0.04 <br />Approx. Ground Surface <br />O <br />Elevation in Feet -1.39 <br />Sample <br />N <br />Dense, moist, gray, <br />gravelly SAND. <br />S-1 <br />M <br />F <br />Loose, moist, brown, silty SAND. <br />- <br />S <br />Soft to stiff, damp, gray brown (mottled). <br />5 slightly sandy SILT. <br />10 <br />15 <br />20 <br />25 <br />E <br />Medium dense, wet, gray brown, silly `• <br />SAND. <br />Very dense, damp to dry, gray, silty, <br />gravelly SAND. <br />Bottom of Boring at 24.0 Feet. <br />Completed I/3/90. <br />1. Refer to Figure A-1 for explanation of descriptions <br />and eymbols. <br />2. Soil descriptions and stratum lines are interpretive <br />and actual changes may be gradual. <br />3. Ground water level, if indicated, is at time of drilling <br />(AM) or for date specifitd. Level may vary with time. <br />3 <br />10 <br />15 <br />18 <br />m <br />UM <br />CA <br />CA <br />LWV <br />CA <br />CA <br />UlY&YASU Q0= <br />J-2743 11319 <br />Figure A-•3 <br />