10-17-2017 Septic Design - Laserfiche WebLink

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>5U V ❑� Boring ❑ Pit Elevation 996 Depth to SHWT 14" Soil Survey Information .... ..VU .11 p. .....w l,-, Qutwash ❑ Lacustme ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: rigid strong massive <35 L22C2 slope 3-8 % loose loose single grain 35-50 6-18 Loam friable weak granular block >50 Strong Blocky firm moderate prismatic platy 10yr5/4 IOy4/8,1-6/l0y Firm rigid strong massive Z hereby cert' is work was completed in accordance with MN 7080 and any local reqs. Musty Olson's Soil testing 810 Dd'signer Signature Company License # Soil Observation Log www.SenticResnurce mm vem 19 Owner Information Property Owner / project: Mooney Lake Preserve Date 3/11/2015 Property Address / PID: Lot 3, Blk 1 Soil Log # b ❑� Boring ❑ Pit Elevation 996 Depth to SHWT 14" Soil Survey Information ❑ refer to attached soil survey Parent matl's: 0 Till ❑ Qutwash ❑ Lacustme ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder 0 Side slope ❑ Toe slope soil survey map units: L22C2 slope 3-8 % direction- Lineal Soil Log # b ❑� Boring ❑ Pit Elevation 996 Depth to SHWT 14" Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-6 Topsoil <35 1 Oyr4/2 Loose Loose Single grain 6-18 Loam ---35 1Oyr5/4 Firm Strong Blocky 18-24 Clay Loam <35 10yr5/4 IOy4/8,1-6/l0y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive _35 loose loose single grain