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1AW ALT & WITZIG ENGI ZERING, INC. <br /> Project NameArn� Pro3eet No. _ r�7a <br /> Site Edgerton Ohio <br /> Borzn9 B-5 <br /> Surface Elevation Driller S_ c <br /> Date Started 6-12-90 Groundwater Level <br /> Date Completed 6-1290 ft on Campletson <br /> Weather Cloudv Not f at hrs <br /> Doring Method 11 5 ft at 24 hrs <br /> DePth Blow Counr Reco <br /> Descrireion fr 1 Sarapl v� Remarks <br /> �J-�5 rON1 <br /> - HNU Readings <br /> J <br /> Town Very Sandy CLAY 1SS No Sample <br /> 3 2 <br /> 2S5 7-6-9/6 70 35 <br /> rows Medium Coarse SAND w/Clay <br /> 3SS 4-3-3/4 70 2 <br /> Brown very Sandy CLAY <br /> 4SS 2-2-1/2 90 2 <br /> 9 0 <br /> l0 5SS 2-2-3/3 B0 2 <br /> Black Sandy CLAY w/wet Sand Seams 6SS 2-3-4/4 95 7 <br /> 7SS 2-3-4/b 90 4 <br /> 14 5 <br /> Brown Clayey SILT w/some Sand 15 <br /> Gravel, with wet Sand Seams ass <br /> 3 3-5-5/7 90 3 <br /> Gray Soft Clayey SILT w/some Sand b 9SS <br /> Gravel 14-5-6/6 so 3 <br /> loss <br /> ND <br /> Y Boring terminated at 20 0 feet <br /> Page- S2 <br /> 89 <br />