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Soil Boring Log -#6 <br /> Client: Mike Rodewald <br /> Address: 4760 West Branch Road <br /> Orono, MN 55356 <br /> Date: 4/12/00 <br /> Location: Above Address - Existing House <br /> Soil Type: Loam <br /> Disturbed/Compacted Yes 0 No EJ # of Bedrooms: 4 <br /> Type of Observation: Probe Pit 03 orin) Garba e Disposal: Yes 0 No El <br /> Type: I II III IV <br /> Flow: 600 GPD <br /> Parent Material: Till Outwash Loess Bedrock Alluvium <br /> Vegetation: Wet 02) Unknown <br /> Slope Form: Shoulder slope <br /> Slope: 6 <br /> Drainage: Good Problems Solutions <br /> Floodplain: es ❑ No El Depth <br /> (inches) Texture Color Structure <br /> Elevation of Boring: 955.3 Blocky <br /> Depth of Water: None o - 14 Loam topsoil Very dark Platy <br /> Depth to Bedrock: brown Prismatic <br /> p loYR 2/2 None <br /> Depth of Sat. Soil: 24" Blocky <br /> Max Depth of System: o' 14 - 24 Loam Dark brown Platy <br /> Soil Sizing Factor: loYR 3/3 Prismatic <br /> None <br /> Linear Loading Rate: Blocky <br /> 24-42 Clay Light brownish Platy <br /> Well Information: gray 6 2 Prismatic <br /> 10YNone <br /> Location: 75' from rock bed / <br /> ocky <br /> Depth: 150' Bl PlatyPla y <br /> Casing Depth: Prismatic <br /> 10'of Imp. Material: Yes El No 1:3None <br /> Blocky <br /> Platy <br /> Prismatic <br /> None <br /> Additional Notes: Gray soil at 24" <br /> Preliminary Design: <br /> Trench Bed Atgrade Mound X Holding Tank <br /> Gravity Dist. Pressure Dist. X <br /> Sand: Serial Pressure _____ Liner Clay: Liner f_ <br />