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<br />GEOTECHNICAL ENGINEERING CORPORATION <br /> <br />PROJECT: <br />DEPTH. <br />IN <br />FEET <br /> <br />5130 <br />OAKWOOD HILLS; XENON STREET NW & NOWTHEN <br /> <br />LOG OF BORING NO. 4 <br /> <br />BLVO.; RAMSEY, MINNESOTA <br /> <br />L J FIELD & LABORATORY TESTS <br />B~F we 1(S~~~i REC. kb. <br />MC DEN P.L <br /> <br />qc <br /> <br />GEC JOB NO: <br /> <br />SURFACE ELEVATION: 867 .9 <br />I DENT I F'ICATION <br /> <br />l;>EOLOGY <br /> <br />1 _ Organic so;l, black, (OUOH) <br /> <br />TOPSOIL <br /> <br />? HSA <br /> <br />2- <br /> <br />3- <br /> <br />8 ? SS <br /> <br />12 <br /> <br />4 _ Poorly graded sand, <br />fine grained, gray & black, <br />5 _ ( SP) <br /> <br />2 Y 55 17 <br /> <br />6- <br /> <br />7 - <br /> <br />8 - <br /> <br />4 Y SS <br /> <br />13 <br /> <br />9 - <br /> <br />14 <br />20 <br /> <br />10 - <br /> <br />Poorly graded sand, fine grained, <br />brown to light brown, (5P) <br /> <br />11- <br /> <br />COARSE <br />ALLUVIUM <br /> <br />8 Y S5 15 <br /> <br />12 - <br /> <br />13- <br /> <br />27 Y SS 17 <br /> <br />14 - Poorly graded sand, <br />fine grained, brown, (5P) <br /> <br />15 - <br /> <br />24 Y 55 18 <br /> <br />16 - <br /> <br />END OF BORING <br /> <br />17- <br /> <br />18 - <br /> <br />19 - <br /> <br />20- <br /> <br />21 - <br /> <br />DEPTH : DRILLING METHOD WA TER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER <br />0- 7: 31/411 HSA DEPTH DEPTH DEPTH FlUID LEVEL LEVEL THE ATTACHED <br />9-1/2 - 14-1/2: HSA 2-27 2:15 16 14-1/2 12.5 5.0 SHEETS FOR AN <br /> + Paper & Water 2-27 2:23 16 0 3.3 3.2 EXPLANATION OF <br />BORING 2-27-88 2:25 TERMINOLOGY <br />COMPLETED: <br />cc: VO CA: BR Rig: 45 ON THIS LOG <br />