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o <br /> SYMBOL , =SAMPLING DESCRIPTION <br /> Location of sample obtained In general accordance with ASTM D 1586 Standard Penetration Test <br /> El with recovery <br /> Location of sample obtained using thin-wall Shelby tube or Geoprobee sampler in general <br /> accordance with ASTM D 1587 with recovery <br /> .Location of sample obtained using Dames & Moore sampler and 300-pound hammer or pushed <br /> with recovery <br /> Location of sample obtained using Dames & Moore and 140-pound hammer or,pushed with <br /> recovery <br /> ii Location of sample obtained using 3-inch-O.D. California split-spoon sampler and 140-pound <br /> ni hammer <br /> Location of grab sample Graphic Log of Soil and Rock Types <br /> Observed contact between soil or <br /> Rock coring interval410• rock,units(at depth indicated) <br /> 2 Water level during drilling Inferred contact between soil or <br /> rock units(at approximate <br /> depths indicated) <br /> 1 Water level taken on date shown ..:1-- =- <br /> - - tilt,-1 <br /> GEOTECHNICAL TESTING EXPLANATIONS <br /> ATT Atterberg Limits P Pushed Sample <br /> CBR California Bearing Ratio PP Pocket Penetrometer <br /> CON Consolidation P200 Percent Passing U.S. Standard No. 200 <br /> DD Dry Density Sieve <br /> DS Direct Shear RES Resilient Modulus <br /> HYD Hydrometer Gradation SIEV Sieve Gradation <br /> MC Moisture Content TOR Torvane <br /> MD Moisture-Density Relationship UC Unconfined Compressive Strength <br /> NP• Nonplastic VS Vane Shear <br /> OC Organic Content kPa Kilopascal <br /> ENVIRONMENTAL TESTING EXPLANATIONS <br /> CA Sample Submitted for Chemical Analysis ND Not Detected <br /> P Pushed Sample NS No Visible Sheen <br /> `` <br /> PID Photoionization Detector Headspace SS Slight Sheen <br /> Analysis <br /> MS Moderate Sheen <br /> ppm Parts per Million HS Heavy Sheen <br /> G EO DESIGN` <br /> 10700 Meridian Avenue North•sere 402 EXPLORATION KEY TABLE A-1 <br /> Seattle WA 98133 <br /> 206,838.9900 Www.9eodeelgninc.com <br />