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• <br /> Soil Boring Log -#4 <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 ❑ No121 # of Bedrooms: 4 <br /> Type of Observation: Probe Pit Corin) Garba a Disposal: Yes ❑ No p <br /> Type: I II III IV <br /> Flow: 600 GPD <br /> Parent Material: Till Outwash Loess Bedrock Alluvium <br /> Vegetation: Wet 020 Unknown <br /> Slope Form: Footslope <br /> Slope: 6 % <br /> Drainage: (Goo Problems Solutions <br /> Floodplain: Yes 0 No El Depth <br /> (inches) Texture Color Structure <br /> Elevation of Boring: 956.5 Blocky <br /> Depth of Water: None o — 14 Silt loam Very dark Platy <br /> Depth to Bedrock: topsoil brown Prismatic <br /> loYR 2/2 None <br /> Depth of Sat. Soil: 14" <br /> Blocky <br /> Max Depth of System: 0' 14— 22 Silt loam Dark grayish Platy <br /> Soil Sizing Factor: brown Prismatic <br /> Linear Loading Rate: 1oYR 4/2 None <br /> Blocky <br /> 22 -36 Clay loam and Dark yellow Platy <br /> Well Information: clay brown Prismatic <br /> Location: 75'from rock bed 1oYR 4/6 None <br /> Blocky <br /> Depth: 150' Platy <br /> Casing Depth: Prismatic <br /> 10'of Imp. Material: Yes El No 0 None <br /> Blocky <br /> Platy <br /> Prismatic <br /> None <br /> Additional Notes: Gray soil at 14",olive yellow 2.5Y 6/8 and <br /> Gray 2.5Y 6/1 mottles at 22" <br /> Preliminary Design: <br /> Trench Bed Atgrade Mound X Holding Tank <br /> Gravity Dist. Pressure Dist. X <br /> Sand: Serial Pressure Liner Clay: Liner <br /> 4 <br />