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OWNER LOG OF BORING NUMBER 2 <br /> Minnetonka Custom Homes <br /> 1 PROJECT NAME ARCHITECT-ENGINEER <br /> srsco.imtnsLuL Slope Stability Analysis for House <br /> SITE LOCATION <)-UNCONFINED COMPRESSIVE STRENGTH <br /> 4753 North Shore Dr., Orono, MN TONS/Fr2 3 4 5 <br /> W PLASTIC WATER LIQUID <br /> U LIMIT% CONTENT% LIMIT <br /> p w DESCRIPTION OF MATERIAL x____11----� <br /> I- to <br /> Z o 10 20 30 40 50 <br /> LU w <br /> o w a nom. a 0 STANDARD <br /> U z ® PENETRATION BLOWS/FT. <br /> U) CUD) W.L SURFACE ELEVATION +978.1 NGVD m 1011 20 30 40 50 <br /> 1 SS Probably FILL: Organic clayey silt-black-stiff-(OL) <br /> HS 22 <br /> 4.0 <br /> 2 SS Sandy clay,trace gravel,sand lenses at 30.3,36 and 41 ft. / <br /> depths-brown to gray-stiff to hard-(CL,lenses SP) <br /> HS / <br /> / 133 <br /> 3 SS � <br /> j <br /> HS <br /> 4 ST <br /> Qu=5600 PSF 125 I I <br /> HS I <br /> 13 <br /> 5 SS <br /> I <br /> HS I I <br /> I i <br /> 6 ST t ♦ I <br /> Qu=4400 PSF 120 <br /> HS <br /> I !41 <br /> 16 <br /> 7 SS I <br /> I i <br /> HS I <br /> I <br /> I <br /> 8 SS 30 <br /> * <br /> I j <br /> HS <br /> I ! <br /> 9 SS �2 <br /> I <br /> HS I <br /> I / <br /> 10 SS <br /> I <br /> HS I <br /> I j <br /> m 11 SS 50.5 8 <br /> 50.5 o End of boring at 50.5 ft. *Cal brated Pene mete <br /> Boring backfilled with high solids bentonite grout. <br /> a <br /> m <br /> The stratification lines represent the approximate boundary lines between soil types: in situ,the transition may be gradual. <br /> rn WL BORING STARTED STS OFFICE Minneapolis Area-06 <br /> °0 25.6 ft BCR 6/11/03 <br /> WL BORING COMPLETED ENTERED BY SHEET NO. OF <br /> z 6111/03 DN 1 1 <br /> R WL RIG/FOREMAN APP'D BY STS JOB NO. <br /> M. Diedrich D-60/TM MM 99189 <br />