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• <br /> 300 Stubs Bay Road N. Soil Log#2 <br /> E Boring ❑ Pit Elevation 100.4 Depth to SHWT 72 Inches <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> 0-5I Fill 35 <br /> 51-65 Topsoil ..35 I Oyr3'2 Friable Moderate Blocky <br /> 65-72 Loam <35 I0vr4 3 Friable Strong Blocky <br /> loose loose single grain <br /> `35 friable weak granular blocky <br /> 35 50 firm moderate prismatic plate <br /> >50 rigid strong <br /> massive <br /> loose loose <br /> <35 single grain <br /> friable weak granular blocks <br /> 35 50 firm moderate Prismatic plats <br /> >50 rigid strong massive <br /> 300 Stubs 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 /> loose loose single grain <br /> <35 friable weak granular blocky <br /> 35 50 firm moderate prismatic plate <br /> >50 massiverigid strong <br /> loose loose single grain <br /> <35 friable weak granular blocks <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 firm moderate prismatic plat,) <br /> >50 rigid Strong massive <br /> loose loose single grain <br /> <35 friable weak granular block <br /> 35 -50 <br /> firm moderate prismatic platy <br /> >50 rigid strong massive <br /> < 5 loose loose single gram <br /> ' friable weak granular blocky <br /> 35 -50 <br /> firm moderate Prismatic platy <br /> >50 massive <br /> strong <br /> I hereby certify this work was completed in accordance with MN 7080 and any local req's. <br /> Rusty Olson's Soil & Perc 810 <br /> Designer Signature Company License <br />