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SYMBOL SAMPLING DESCRIPTION <br /> 1111 Location of sample obtained in general accordance with ASTM D 1 586 Standard Penetration Test <br /> with recovery <br /> kl Location of sample obtained using thin-wall Shelby tube or Geoprobe® sampler in general <br /> accordance with ASTM D 1 587 with recovery <br /> I Location of sample obtained using Dames & Moore sampler and 300-pound hammer or pushed <br /> with recovery <br /> N 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 /> NLocation of grab sample Graphic Log of Soil and Rock Types <br /> :.1+. Observed contact between soil or <br /> — Rock coring interval ,`'. ,1` rock units (at depth indicated) <br /> : rr <br /> 0 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 /> •t 'o <br /> rs <br /> -r <br /> GEOTECHNICAL TESTING EXPLANATIONS <br /> ATT Atterberg Limits PP Pocket Penetrometer <br /> CBR California Bearing Ratio P200 Percent Passing U.S. Standard No. 200 <br /> CON Consolidation Sieve <br /> DD Dry Density RES Resilient Modulus <br /> DS Direct Shear SIEV Sieve Gradation <br /> HYD Hydrometer Gradation TOR Torvane <br /> MC Moisture Content UC Unconfined Compressive Strength <br /> MD Moisture-Density Relationship VS Vane Shear <br /> OC Organic Content kPa Kilopascal <br /> P Pushed Sample <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 EODESIGN? EXPLORATION KEY TABLE A-1 <br /> 15575 SW Sequoia Parkway-Suite 100 <br /> Portland OR 97224 <br /> Off 503.968.8787 Fax 503.968.3068 <br />