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• <br />LOG OF TEST BORING <br />120-2889 VERTICAL SCALE 111 - 31 BORINti NO. 3 <br />NO. <br />JOB NO <br />` PROPOSED ADDITION - 1275 OLD HIGHWAY 8 - NEW BRIGHTON, MINNESOTA <br />PROJECT <br /> DESCRIPTION OF MATERIAL SAMPLE LABORATORY TESTS <br />DEPTH GEOLOGIC <br />IN <br />FEET <br />SURFACE ELEVATION 95.4' <br />ORIGIN <br />N <br />WL <br />NO <br />TYPE <br />W <br />D LPL. <br />P .L <br />Ou <br /> FILL, mostly SLAG, gray, frozen to 1' <br /> 1 HS <br /> <br /> <br /> SAND, fine grained, light brown, <br /> moist to wet, very dense to very <br /> loose, a few lenses of brown silty 41 2 SS; <br /> sand (SP-SM) (may be fill) <br /> 11 3 SS <br /> 12 4 SS <br /> 13 5 SS <br /> 2 6t SS <br /> <br />16 End of Boring <br /> <br /> *Water level may exist below about <br /> 15h' based on appearance of samples. <br />} <br />WATER LEVEL MEASUREMENTS START 3-22-78 COMPLETE 3.22- 8 <br />T <br />D TWE Z AMP O P <br />D SAILED DEPTHS WATER <br />LEL METHOD 34 HSA 01 - 14h' @ 3:40 <br />A <br />E H EPTN TH <br />E <br />3-22 3:40 161 14h' 1S;11 to None <br />3-22 3:45 16' None ll ' to None <br /> to <br />to CREW CHIEF Saugestad <br />M?GROMWEU AVENt1E W? QXPLOi? ?w <br />BtN3n ST PAUL. MN 55111 <br />$E•2 (774) -3