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!gLe,5,TeST LEGEND AND NOTES <br /> 627 Sheridan Boulevard•Lakewood,CO 80214 <br /> 303.975.ssss.offlce@westest.net TWO RIVERS PROPERTY <br /> PROJECT NO.:440515 <br /> ® Topsoil <br /> ® Overburden,silty sandy CLAY to silty SAND,TRACE GRAVEL,stiff,slightly moist to moist,light brown to dark brown <br /> F-1 SAND,occasional GRAVEL,loose to medium dense,slightly moist to wet,tan to brown <br /> ESAND,with gravel,loose to medium dense,slightly moist to wet,tan to brown <br /> n SAND,gravelly,medium dense,wet,tan to brown <br /> 4.G <br /> J âś“ Silty clayey SAND,loose to medium dense,moist to wet,brown <br /> ® CLAY,soft to medium stiff,very moist to wet,brown <br /> SANDSTONE-CLAYSTONE-SILTSTONE BEDROCK,interbedded,hard to very hard,moist to very moist,gray to brown <br /> ® CLAYSTONE BEDROCK,very hard,moist to very moist,gray <br /> ® SANDSTONE-SILTSTONE BEDROCK,interbedded,hard to very hard,moist to very moist,brown to gray <br /> Indicates bulk sample location <br /> Indicates 2"Modified California Barrel Sample location(ASTM D 3550) <br /> Water level at number of days indicated <br /> 0 <br /> --> Caved at number of days indicated <br /> W Indicates%moisture(ASTM D 2216) <br /> DID Indicates dry density(pcf)(ASTM D 7263) <br /> Qu Indicates unconfined compressive strength(psf)(ASTM D 2166) <br /> 50/4 Location of sample;indicates that 50 blows with a 140 pound hammer,falling 30 inches,were required to drive a 2-inch <br /> diameter sampler 4 inches. <br /> 1. <br /> The borings were drilled on January 27,2015 through January 30,2015,with a Longyear 66 Drill Rig and 4 1/4 I.D.Hollow <br /> Stem Augers. <br /> 2. The stratification lines represent the approximate boundary between soil types and the transition may be gradual. <br /> 3. The boring logs show subsurface conditions on the date and at the locations indicated.It is not warranted that they are <br /> representative of subsurface conditions at other locations and times within the project area. <br /> 4. The boring locations were staked in the field by referencing to existing landmarks.The boring locations are adequate for <br /> purposes of this report,but should be considered as approximate for any other use. <br /> 5. Free water was encountered in the borings as indicated.Fluctuations in the water level should be anticipated. <br /> FIGURE 6 <br />