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<br />GEC JOB NO: 5130 LOG OF BORING NO. S (p. 1 nf ?) <br />PROJ ECT: OAKWOOD HILLS; XENON STREET NW & NOWTHEN BLVD.. RAMSEY MINNESOTA <br />DEPTH, SURFACE ELEVATION: 872.3 J FIELD & LABORATORY TESTS <br />IN N WB ~~~~i REC. <br />FEET I DENT I F I CAT ION (JEOLOGY BPF MC I DEN LL. qc <br /> P.L. <br /> Silty sand, very fine grained, . -WEATHERED ? HSfl <br /> 1 - very dark 5rown. (SM) . SnIL <br />2- ? HSfl <br /> Silty sand. very fine grained, - <br />3- brown. (SM) 4 ? SS 13 <br />4 - <br />5- Silty sand, fi ne grai ned, <br /> brown, mattl ed, (SM) 9 ? 55 15 <br />6- <br />7 - Silty sand, very fine grained, <br /> grayish brown, (SM) <br />8 - 6 Y SS 14 <br /> WEATHERED <br />9- SOIL or <br /> Poorly graded sand. fi ne grai ned, COARSE <br />to - browni sh gray, (SP) ALLUVIUM <br /> 2 Y S5 13 <br />tt - 18 <br /> 22 <br />t2 - <br />13- 4 Y SS 17 <br />14 - Poorly graded sand. <br /> fine grained, gray, (SP) <br />15 - <br /> 2 y SS 4 <br />t6 - 14 <br /> - <br /> 22 <br />17- <br />t8 - 7 y SS 12 <br />t9 - <br />20- Poorly graded sand, fine to <br /> medium grained. gray, (SP) 5 Y SS 9 <br />21 - <br />DEPTH : DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER <br />0- 12: 31/4"HSA DEPTH DEPTH DEPTH FlUID LEVEL LEVEL THE ATTACHED <br />14-1/2 - 24-112: HSA 2-27 11 :04 21 lq-1/2 17.7 <L8 SHEETS FOR AN <br /> + Paoer & Water 2-27 11: 17 26 24-1/2 23.3 q,A EXPLANATION OF <br />BORING ?_?7 -HH 11 . 1n ') -?7 11 ~ ,)A ')fi n H.n 7 .8 TERMINOLOGY <br />COMPLETED: <br />CC: VO CA: RR Rig: 45 ON THIS LOG <br /> <br />GEOTECHNICAL ENGINEERING CORPORATION <br />