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OWNER LOG OF BORING NUMBER <br /> Minnetonka Custom Homes <br /> 1 PROJECT NAME ARCHITECT-ENGINEER <br /> srs r.ft,„ffi u, Slope Stability Analysis for House <br /> SITE LOCATION UNCONFINED COMPRESSIVE STRENGTH <br /> 4753 North Shore Dr., Orono, MN TONS/FT.2 3 4 5 <br /> LU PLASTIC WATER LIQUID <br /> LIMIT% CONTENT% LIMIT% <br /> ° a DESCRIPTION OF MATERIAL X-----a----� <br /> o Wa t" Ei 10 20 30 40 50 <br /> a 0. a. 0 STANDARD <br /> SURFACE ELEVATION +990.7 NGVD z m ® PENETRATION BLOWS/FT. <br /> 10 20 30 40 50 <br /> 1 AS Sandy clay,trace gravel,random thin sand seams or lenses at <br /> 21 and 29 ft.depths-gray-brown to brown-very stiff-(CL, <br /> lenses SP) <br /> HS <br /> 2 SS <br /> HS / <br /> 3 <br /> 3 SS <br /> l � <br /> HS <br /> I <br /> 4 ST j <br /> Qu=3400 PSF 121 <br /> I I <br /> HS I <br /> I I <br /> I 12 <br /> 5 SS • � ' <br /> I <br /> HS I I <br /> I <br /> I <br /> HS Qu=4600 PSF 112 j <br /> 7 SS 30.0 <br /> End of boring at 30.0 ft. <br /> Boring backfilled with high solids bentonite grout. <br /> 0 <br /> O <br /> !7 <br /> y <br /> F- <br /> a <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 /> °o D 6/11/03 <br /> �i WL BORING COMPLETED ENTERED BY SHEET NO. OF <br /> z 6/11/03 DN 1 1 <br /> Ft WL RIG/FOREMAN APP'D BY STS JOB NO. <br /> m Diedrich D-120/BM MM 99189 <br />