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'INV 4 <br /> .... a4 `it'a' '+' n'✓iX' :In.. v.. '�r...40J1WA1.-.4.gy'r..Fe'..- <br /> �,'Y e} e. ce <br /> <�3 90880 <br /> :�. . . ;, Job No. <br /> y iesie, colati on Client Van Eeckhout Building Corporation + <br /> ! A Site Lot H, Tract A, R.L.S. No. 1340 <br /> SummarySheol Orono. Minnesota <br /> HOLE RER A-8 P-43 P-44 P-45 <br />} �1DEPTH OF HOLE 13.0 f t. 3.0 f t. 3.0 f t. 3.0 f t. <br /> 4,-- x11' <br />,. 4,v . <br /> PERCOLATION RATE MINUTES/INCH Not Observed 50 min/inch 48 min/inch 56 min/inch <br /> r .; SOIL PROFILE DEPTH DESCRIPTION DEPTH DESCRIPTION DEPTH DESCRIPTION DEPTH DESCRIPTION <br /> x., 0' - Brown sandy clay - 0' - Brown sandy clay - 0' - Brown sandy clay - 0' - Brown sandy clay <br /> 3.0' (CL-SC) 3.0' (CL-SC) 3.0' (CL-SC) 3.0' (CL-SC) <br /> 3.0'- Brown silty and <br /> 8.0' sandy clay - <br /> (CL-SC) <br /> rt- <br /> 8.0'- Dark brown silty <br /> '' 13.0' clay - (CL) <br /> lr ' <br /> REMARKS Iaa1e- level. <br /> Dry while drilling. <br /> Dry after boring 24 hrs. <br /> t <br />