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!I <br /> i <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> II <br /> o Drilling Method- Auger <br /> Q �° Hollow-stem _ <br /> D T a t, v m m m o Ground Elevation(ft): N/A <br /> c ad a N q r G7 1 <br /> a Ec E <br /> 0 in.s in M h j <br /> 0 - AC As halt 9"thick <br /> f SM Tan,silly,fine to medium SAND with fine Groundwater not encountered, <br /> i.. gravel(very dense,moist)(till) <br /> PID=0 <br /> S-1=j b2 fi CA <br /> W=12 <br /> 5 S-2-r-T b2 50/ <br /> 4" Smooth,hard drilling f <br /> S-3jU b2 01 PID=0 { <br /> I <br /> 10 S 4� b2 50! PID=0 <br /> 3 W=10 JJ <br /> _ 3 <br /> 5-53C b2 s/ Pits=0 } <br /> 15 <br /> ss 62 .5D! PID=0 I <br /> Boring Completed 03/27/01 <br /> Total Depth of Boring=15.9 ft. <br /> i - <br /> 20 <br /> .I <br /> Q <br /> a <br /> 0 <br /> Z <br /> � m 1 <br /> 0 i <br /> a 25 <br /> P <br /> i V <br /> W <br /> O _ <br /> K <br /> 0. <br /> i 30 <br /> Zz <br /> J <br /> 1L <br /> O <br /> a <br /> m 35 <br /> v Notes: 1, StmNraphic contacts are based on field interpretations and are approximate. <br /> 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions_ <br /> 0 <br /> 3. Refer to Soil Classification System and Key figure for explanation of graphics and symbols. <br /> v, <br /> College Plaza Shopping Figure <br /> - Landau Everett, <br /> Log of Boring B-1 A-2 I t,Washington <br /> Associates <br />