Laserfiche WebLink
160 Old Crystal Bay Road N. Soil Log#2 <br /> ❑Q Boring Q.pit Elevation 101.6 Depth to SHWT 58 Inches <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> 0-+39 Fill <35 <br /> 39-50 Topsoil <35 10yr3J1 Friable Moderate Blocky <br /> 50-58 Clay Loam <35 10yr4/3 Friable Strong Blocky <br /> <35 loose loose single grain <br /> friable weak granular blocky <br /> 35 -50 firm <br /> r <br /> >- moderate prismatic plan <br /> rigid strong massive <br /> <J5 loose loose single grain <br /> 35 -50 <br /> friable weak granular block. <br /> >50 firm moderate prismatic plate <br /> rigid strong massive <br /> 160 Old Crystal Bay Road N. Soil Log#3 <br /> ❑ Boring ❑ Pit Elevation Depth to SHWT <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> <35 loose loose single grain <br /> 35-50 <br /> friable weak granular blodN <br /> >50 <br /> firm moderate prismatic plat} <br /> rigid strong massive <br /> <35 loose loose single grain <br /> 35-50 <br /> friable weak granular block% <br /> firm moderate prismatic platy <br /> >50 rigid strong massive <br /> <J5 loose loose single grain <br /> friable weak granular blocky j <br /> 35-50 <br /> >50 firm moderate prismatic plat% I <br /> rigid strong massive i <br /> i <br /> i ! <br /> <35 loose loose single grain <br /> 35-50 - <br /> friable weak granular block <br /> firm moderate prismatic platy <br /> >50 rigid strong massive <br /> <35 loose loose single grain <br /> 35-50 <br /> friable weak granular blocky <br /> firm moderate prismatic plate <br /> >50 rigid Istrong I <br /> massive <br /> 1 hereby cer 0,this work was completed in accordance tivith AIN 7080 and army local reqs. <br /> Rusty Olson's Soil & Perc 810 <br /> Designer Signature Company License 4 <br />