2018 - 680 Pinehurst Court septic design with markups

Home Browse Search

680 Pinehurst Court Soil Log #10 ❑ Boring ❑ Pit Elevation 968.9 Depth to SHWT 14 Inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-6 Topsoil <35 IOvr3/1 Loose Moderate Blocky 6-14 Clay Loam <35 1 Oyr4/3 Friable Strong Blocky 14-24 Clay Loam <35 IOyr5l4 10y4/8,1 -6/10y Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 fin moderate Prismatic pla p n rigid strong massive 680 Pinehurst Court Soil Log 45 ❑ Boring ❑ Pt Elevation Depth to SHWT Inches Depth (in) Texture fragment % matrix color redox color consistence grade shape <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong imassive <35 loose loose single grain 35 -50 friable weak granular blocky >Sfl firm moderate prismatic platy rigid strong massive <35 loose loose single gain 35 -50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby certify this work was completed in accordance with MN 7080 and any local reqs. Rusty Olson's Soil & Perc. 810 igner Signature Company License #