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180 North Shore Drive W Soil Log#2 <br /> Boring ❑ Pit Elevation 105.2 Depth to SHWT 52 Inches <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> 0-39 Fill <35 Loose Loose Single grain <br /> 39-52 Topsoil <35 10yr3/1 Friable Moderate Blocky <br /> <35 loose loose single grain <br /> 35 -50 friable weak 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 /> >50 firm moderate prismatic platy <br /> rigid strong massive <br /> <35 loose loose single grain <br /> 35 50 friable weak granular blocky <br /> >50 firm moderate prismatic platy <br /> rigid strong massive <br /> 180 North Shore Drive W Soil Log#3 <br /> E] 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 friable weak 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 /> >50 firm moderate prismatic platy <br /> rigid strong massive <br /> <35 loose loose single grain <br /> 35-50 friable weak 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 /> >50 firm moderate prismatic platy <br /> rigid strong massive <br /> <35 loose loose single grain <br /> 35 50 friable weak granular blocky <br /> >50 firm moderate prismatic platy <br /> rigid strong massive <br /> I hereby cert this work was completed in accordance with MN 7080 and any local reqs. <br /> \ Rusty Olson's Soil & Pere 810 <br /> ,Designer Signature Company License# <br />