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Soil Observation Log <br />www.SeptieResource.com vers I2.4 <br />Owner Information <br />Property Owner / project: Mark Harington Date 6/4/2022 <br />Property Address / PID; 4080 Bayside Road <br />Soil Survey Information ❑ refer to attached soil survey <br />Parent matl's: 7 Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock <br />landscape position: ❑ Summit ❑ Shou}der M Side slope ❑ Toe slope <br />soil survey map units: L41 C:2 slope % direction- Lineal <br />Soil Log #1 <br />R1 Boring ❑ Pit Elevation 96.7 Depth to SHWT 28 inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-22 <br />Loam <br />X35 <br />10yr3/1 <br />Friable <br />Strong <br />Block <br />22-28 <br />Loam <br />.35 <br />10yr34/3 <br />Friable <br />Strong <br />Blocky <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />>50 <br />fin -n <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />>50 <br />� <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />JS Q <br />firm <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br />Comments: TBM:Top of lift station 4X4 E1-100.0 <br />