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<br />GEOTECHNICAL ENGINEERING CORPORATION <br /> <br />GEC JOB NO: <br />PROJECT: <br /> <br />5130 <br />OAKWOOD HILLS; XENON <br /> <br />lOG OF BOAING NO. _ 1 (p. 1 of ?) <br />STREET NW & NOWTHEN BLVD.; RAMSEY, MINNESOTA <br />J FIELD & LABOAA TORY TeSTS <br />N we IsATYMpPeli REC. I <br />r"EOlOGY BPF MC DEN L.L. qc <br />.... P.L. <br /> <br />DEPTH. <br />IN <br />FEET <br /> <br />SURFACE ELEVATION: 895.9 <br />IDENTIFICATION <br /> <br />1- Silty sand, very fine grained, <br />dark brown, (SM) <br />2-f- <br /> <br />WEATHERED <br />SOIL <br /> <br />N HSA <br /> <br />3- <br /> <br />4 - <br /> <br />N HSA <br /> <br />5- Poorly graded sand with silt, <br />very fine grained, brown, <br />6 - (SP-SM) <br /> <br />7 N 55 13 <br /> <br />7- <br /> <br />8- <br /> <br />9- <br /> <br />10 - <br /> <br />COARSE <br />ALLUVIUM <br /> <br />11 ? S5 14 <br /> <br />11- <br /> <br />12- <br /> <br />Poorly graded sand with silt, <br />13- fine grained, with a trace of <br />gravel, brown, (SP-SM) <br /> <br />14- <br /> <br />. 15- <br /> <br />10 ? S5 16 <br /> <br />16- <br /> <br />17- <br /> <br />18 - <br /> <br />19 - <br /> <br />Poorly graded sand, fine grained, <br />20 - brown, (SP ) <br /> <br />8 ? 55 16 <br /> <br />21 - <br /> <br />DEPTH : DRilliNG METHOD WATER lEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASING CAVE-IN DRilLING WATER <br />n_ ?A. 1 I? '1' 11111 ~<:A DEPTH DEPTH DEPTH FlUIO LEVEL LEVEL THE ATTACHED <br /> ?_?7 Q.17 ?,:: ?t1 ., /? ?~ ,. iiI''' SHEETS FOR AN <br /> ~ EXPLANATION. OF <br /> ?_?7 Q.A~ ?I=; n ?'1 ~ fir" . <br />BORING ., TERMINOLOGY <br />COMPLETED: ?_?7_nn Q.l:n ?_?7 1.~~ ?f\ n ?1 It Ii 1'\1 <br /> VD CA: BR 45 ~ <br />CC: Rig: ON THIS LOG <br />