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350 North Arm Lane Soil Log#2 <br /> ❑� Boring ❑ Pit Elevation 100.5 Depth to SHWT 40 inches <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> loose loose single grain <br /> friable weak granular blocky <br /> �� <br /> 0 Fill <35 <br /> firm moderate prisinatic platy <br /> rigid strong massive <br /> 22-36 Topsoil <35 I0yr3/l Loose Loose Single grain <br /> 36-41) Clay Loam <35 10yr4/3 Friable Strong biuclk> <br /> 40-f-I Clay Loam --35 2.5y5!3 10y4;8,]-6/10y Firm Strong Blocky <br /> <35 loose loose single grain <br /> friable weak granular blocky <br /> 35-50 <br /> firm moderate prismatic platy <br /> >50 <br /> rigid strong massive <br /> 350 North Arm Lane Soil Log#3 <br /> Ei 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 /> friable weak granular blocky <br /> 35-50 <br /> firm rm moderate prismatic platy <br /> rigid strong massive <br /> loose loose <br /> <35single grain <br /> friable weak granular blocky <br /> 35-50 <br /> >50 firm moderate prismatic platy <br /> rigid strong massive <br /> loose loose <br /> <35 single grain <br /> friable weak granular blocky <br /> 35 -50 <br /> firm moderate prismatic platy <br /> >50massive <br /> rigid strong <br /> <35 <br /> loose loose single grain <br /> friable weak granular blocky <br /> 35 -50 <br /> 50 firm moderate prismatic platy <br /> rigid strong massite <br /> loose loose <br /> <35 single grain <br /> friable weak granular blocky <br /> 35 -50 <br /> firm moderate prismatic plat <br /> >50 <br /> rigid strong massive <br /> I hereby certifi'this work was completed in accordance with MN 7080 and any local reqs. <br /> Rusty Olson's Soil & Perc 810 <br /> Designer Signature Company License# <br />