Laserfiche WebLink
• i <br /> 9 <br /> Lot 1,Blk 2 Soil Log#4 } <br /> 0 Boring ❑ Pit Elevation 1043.6 Depth to SHWT 1 <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> i <br /> 0-6 Topsoil <35 10yr3/2 Loose Loose Single grain 1 <br /> a <br /> i <br /> 1 <br /> i <br /> 6-16 Loam <35 10yr4/4 Firm Strong Blocky 1 <br /> I <br /> 16-30 Clay Loam <35 10yr5/4 Finn Strong Blocky 1 <br /> t <br /> loose loose <br /> <35 single grain <br /> friable weak granular blocky <br /> 35 50 firm merate prismatic platy <br /> >50 rigid strongodmassive <br /> <35 loose loose single grain I <br /> friable weak granular blocky <br /> 35 50 <br /> firm moderate prismatic platy <br /> >50 massive <br /> rigid strong <br /> Lot 1,Blk 2 Soil Log#5 <br /> El Boring ❑ Pit Elevation 1045.5 Depth to SHWT 28" <br /> Depth(in) Texture fragment% matrix color redox color consistence grade shape <br /> I <br /> 1 <br /> 0-4 Topsoil <35 10yr3/2 Loose Loose Single grain <br /> 4-10 Loam <35 10yr4/3 Firm Strong Blocky i <br /> t <br /> 1 <br /> 1 <br /> 10-28 Clay Loam <35 l0yr5/4 Firm Strong Blocky 1 <br /> i <br /> I <br /> 28-36 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Finn Strong Prismatic <br /> t <br /> <35 loose loose single grain <br /> 35-50 friable weak granular blocky i <br /> firm moderate prismatic platy P <br /> >50 rigid strong massive <br /> l <br /> I hereby certift this work was completed in accordance with MN 7080 and any local reqs. r;1 <br /> t <br /> Rusty Olson's Soil testing 810 <br /> Designer Signature Company License# <br /> t <br /> 1 <br />