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A. M. ENGINEERING AND TESTING, INC. <br /> 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 <br /> PHONE (772) 924-3575 FAx (772) 924-3580 <br /> AUGER BORINGS (ASTM D-1452) <br /> Client : Indian River County Public Works, EngineeringDivision <br /> Project : Indian River County Parks Maintenance Complex Project No : PSL1825 <br /> Indian River County, Florida Lab No : I <br /> Elevation : Existing Grade Test Date: <br /> April 10, 2007 <br /> Technician : S. Conboy <br /> TEST LOCATION: AB - 7 N27-734570 W80.442320 l <br /> Depth (feet) Description (color, texture, consistency, remarks) 1 <br /> 0 - 2 Dark brown fine sand, little silt, trace roots <br /> 2 - 4 Brown fine sand <br /> 4 - 5 Li h[ brown fine sand <br /> 5 - 6 Dark brown fine sand, trace silt <br /> ) <br /> i <br /> Water table at 4V feet below ground surface <br /> TEST LOCATION : AB - 8 N27. 734640 W80.443030 <br /> i Depth (feet) Description� p (color, texture, consistency, remarks) - <br /> 0 - 1 Gra fine sand <br /> Li ht a fine sand <br /> 1 '/: - 2 Dark brown fine sand, trace silt, trace to little roots <br /> 2 - 41/2 Brown fine sand, trace silt, trace roots <br /> 4 %, - 5 %, Dark brown fine sand, trace silt <br /> 5 'h - 6 Li ht brown fine sand <br /> Water table at 5 feet below ground surface <br /> TEST LOCATION : AB - 9 N27. 734020 W80.442990 <br /> Depth (feet) Description (color, texture, consistency, remarks) <br /> 0 - 1 % Gray fine sand, little roots <br /> 1V2 - 2 <br /> Brown fine sand, trace roots <br /> 2 - 3 Brown fine sand <br /> 3 - 5 Li ht brown fine sand <br /> 5 - 6 Dark brown fine sand, little silt <br /> Water table at 5 %i feet below ground surface <br /> I"Server-amelcompanylAM Data t1ndian River County Public Works. Engineering Division - Indian River County PSL182518oringsll - AB (1-10).doc Parks Maintenence <br />Comples (IRC Project No. 0701) - <br />