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Percolation Test STS Job No.31012 <br />Summary Sheet <br />Client <br />Site <br />Van Eeckhout Builders <br />] <br />130 South Brown Road <br />Lona Lake, Minnesota <br />HOLE NUMBER <br />P-1 P-2 P-3 P-4 <br />DEPTH OF HOLE <br />3.0 feet 3.0 feet 3.0 feet 3.0 feet <br />Iercolation rate <br />MINUTES/iNCH 40 min./Inch 34 min./Inch 48 min./inch 48 min./Inch <br />SOIL PROFILE DEPTH <br />0-0.8' <br />0.8-3 <br />c <br />DESCRIPTION DEPTH <br />Dark brown to black <br />silty and sandy <br />clay topsoil (OL) <br />0-1.5‘ <br />Brown silty and <br />sandy clay - trace <br />gravel - (CL-SC) <br />1.5-3' <br />DESCRIPTION DEPTH <br />Dark brown to blacl <br />silty and sandy <br />clay topsoi1 (OL) <br />0-1.0' <br />Brown silty and <br />sandy clay - trace <br />gravel - (CL-SC) <br />1.0-3' <br />DESCRIPTION DEPTH <br />Dark brown to blac <br />silty and sandy <br />clay topsoil (OL) <br />0-0.9' <br />Brown silty and <br />sandy clay - trace <br />gravel - (CL-SC) <br />0.9-3' <br />DESCRIPTION <br />Dark brown to <br />black silty and <br />sandy clay topsoi <br />(OL) <br />Brown silty and <br />sandy clay - traci <br />gravel - (CL-SC) <br />REMARKS <br />Elevation 92.2 Elevation 93.0 Elevation 92.5 Elevation 91.9 <br />I_ _ _ _ _