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,Apr 16. 200P 1 : 23H0;-1--UNITED COMPANIES Rif No. 3931 P. 4t'z <br /> l <br /> I <br /> i <br /> LEGEND: <br /> CLAY AND SILT(CL-ML); sandy,about 6 inches of topsoil, medium stiff, slightly moist.brown. <br /> I <br /> I <br /> GRAVEL((3M-GP);with cobbles,sandy,slightly silty to silty,occasional send layers, dense, moist to wet , brown- � <br /> aCIAYSTONFJSILTSTONE BEDROCK;hard, moist, brown and grey. <br /> Free water level in boring at time of drilling. <br /> NOTES: <br /> 1. Exploratory borings were drilled on June 26 and 30,2008 with 4-inch diameter continuous flight power auger. <br /> 2. Locations of exploratory borings were provided by the client and are shown approximately on the site plan provided. <br /> 3, Elevations of exploratory borings were not measured and the logs of exploratory borings are drawn to depth. <br /> a. The exploratory boring locations should be considered accurate only to the degree Implied by the method used. <br /> boundaries between <br /> 5. Tho lines between materials shown on the exploratory boring logs represent the approximatetie <br /> material types and transitions may be gradual. <br /> 6. Water level readings shown on the logs were made at the time and under the conditions Indicated. Fluctuations In <br /> water level may occur with time. <br /> f <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> i <br /> I' <br /> t <br /> 1 88 354p G&F LEGEND AND NOTES Figure 3 <br /> Ne Borth=. tZenteehntcul <br /> I <br /> ;I <br /> I <br />