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.,,SYMBOL i SAMPLING DESCRIPTION <br /> Location of sample obtained in general accordance with ASTM D 1586 Standard Penetration Test <br /> with recovery <br /> Location of sample obtained using thin-wall Shelby tube or Geoprobe® 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 /> Location of sample obtained using 3-inch-O.D. California split-spoon sampler and 140-pound <br /> hammer <br /> N . Location of grab sample Graphic Log of Soil and Rock Types <br /> • Observed contact between soil or <br /> Rock coring interval `.` rock units(at depth indicated) <br /> v y, <br /> Water level during drilling Inferred contact between soil or <br /> rock units(at approximate <br /> depths indicated) <br /> Y Water level taken on date shown ,,�" <br /> ,.` <br /> GEOTECHNICAL TESTING EXPLANATIONS • <br /> All 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 /> • <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 Nonelastic • 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 /> PID Photoionization Detector Headspace SS Slight Sheen <br /> Analysis . MS Moderate Sheen <br /> ppm Parts per Million HS Heavy Sheen <br /> G EO DESIGN& <br /> EXPLORATION KEY TABLE A-1 <br /> 10700 Marldlan Avenue North-Sults 402 <br /> Seattle WA 98133 <br /> I 206,838.9900 www.geodeslgnlnccom <br />