Laserfiche WebLink
350 Stubbs Bay Road N. Soil Log#2 <br /> 0 Boring ❑ Pit Elevation 102.9 Depth to SHWT 56 inches <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> loose loose single grain <br /> 0-32 Fill <35 friable weak granular blocky <br /> firm moderate prismatic platy <br /> rigid strong massive <br /> 32-50 Topsoil <35 10yr3/1 Friable Moderate Blocky <br /> 50-56 Clay Loam <35 10yr4/3 Friable Strong Blocky <br /> <35 loose loose single grain <br /> friable weak granular blocky <br /> 35-50 <br /> firm moderate prismatic platy <br /> >50 rigid strong massive <br /> <35 loose loose single grain <br /> friable weak granular blocky <br /> 35-50 <br /> firm moderate prismatic platy <br /> >50 rigid strong massive <br /> 350 Stubbs Bay Road N. Soil Log#3 <br /> Q Boring ❑Pit Elevation Depth to SHWT <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> loose loose single grain <br /> <35 friable weak <br /> 35-50 granular blocky <br /> firm moderate prismatic platy <br /> >50 rigid strong massive <br /> loose loose single grain <br /> <35 friable weak <br /> 35-50 granular blocky <br /> >50 firm moderate prismatic platy <br /> rigid strong massive <br /> <35 loose loose single grain <br /> 35 50 friable weak granular blocky <br /> firm moderate prismatic platy <br /> >50 rigid strong massive <br /> loose loose single grain <br /> <35 friable weak granular blocky <br /> 35 50 firm moderate prismatic platy <br /> >50 rigid strong massive <br /> loose loose single grain <br /> <35 friable weak granular blocky <br /> 35-50 <br /> firm moderate prismatic platy <br /> >50 rigid strong massive <br /> I hereby certify this work was completed in accordance with MN 7080 and any local req's. <br /> r' <br /> Rusty Olson's Soil & Pere 810 <br /> " Designer Signature Company License# <br />