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Soil Observation Log <br />www.SenticRecnnrce_cnm vert 17 <br />Owner Information <br />Property Owner / project: Johan Aarsvold Date 512312023 <br />Property Address / PID: 5790 Needham Ave. NE. <br />Soil Survey Information ❑ refer to attached soil survey <br />Parent matl's: LL Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock <br />landscape position: ❑ Summit ❑ Shoulder 0 Side slope ❑ Toe slope <br />soil survey map units: L41C:2 slope % direction- Lineal <br />Soil Log #1 <br />1Z Boring ❑ Pit Elevation 106.3 Depth to SHWT 55 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-34 <br />Fill mound sand <br /><35 <br />1-40 <br />Loam <br /><35 <br />1Oyr3/1 <br />Friable <br />Strong <br />Blocky <br />40-44 <br />Clay Loam <br /><35 <br />I Oyr4/3 <br />Friable <br />Strong <br />Blocky <br />44-55 <br />Clay Loam <br /><35 <br />1Oyr5/4 <br />I Oy4/8,1-6/1 Oy <br />Friable <br />Strong <br />Blocky <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular biocky <br />>50 <br />firm <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br />Comments: TBM: Top of the existing lift station manhole cover ELV-100.0 <br />