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Boring Log and Construction Data for <br />Monitoring Well MW-1 <br />Monitoring <br />Geologic Log Well Design <br />Casing Stickup in Feet 1.80 <br />y Top of PVC in Feet 0.0 <br />Approx. Ground Surface <br />5 Elevation in Feet —1.90 Sample N <br />5 <br />i� <br />15- <br />20 — <br />25- <br />26 <br />Loose, moist. gray, silly, gravelly SAND. <br />Stiff to medium stiff, damp, gray brown <br />(mottled), slightly sandy SILT. <br />Medium stiff, damp, gray, clayey SILT. <br />Medium dense, moist to wet, gray borwn <br />(mottled), slightly silty SAND. <br />Stiff, moist, gray, slightly sandy, clayey SILT. <br />Very dense, damp, rust brown to gray <br />brown silty, gravellySAND. <br />S-1 9 <br />S-2 8 <br />S-3 N <br />13 <br />S-5 <br />9 <br />S-6 <br />7 <br />S-7 <br />9 <br />S-8 <br />6 <br />S-9 <br />21 <br />S-10 <br />12 <br />S-11 <br />50/4 <br />Bottom of Boring at 26.0 Feet. <br />Completed 113190. <br />1. Refer to Figure A-1 for explanation of descriptions <br />and symbols. <br />2. Soil descriptions and stratum lines ore interpretive <br />and actual changes may be gradual. <br />3. Ground water level, if indicated, is at time of drilling <br />(ATD) or for dote specified. Level may vary with time. <br />ATD <br />GJ <br />U <br />06 JtASIIWM N <br />J-2743 1/90 <br />Figuro A-2 <br />