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<br />GEC JOB NO: <br />PROJECT: <br />DEPTH. <br />IN <br />FEET <br /> <br />10 - <br /> <br />11 - <br /> <br />12 - <br /> <br />GEOTECHNICAL ENGINEERING CORPORATION <br /> <br />5130 <br />OAKWOOD HILLS; <br /> <br />LOG OF BORING NO. 2 <br /> <br />XENON STREET NW & NOWTHEN BLVD.' RAMSEY. MINNESOTA <br /> <br />J FIELD & LABORATORY TESTS <br />B~F WB S~~ii REC. MC DEN L.L qc <br />~EOLOGY P.L. <br /> <br />SUAFACE ELEVATION: 865.1' <br />100NTIFlCATlON <br /> <br />1 - <br /> <br />Y HSA <br /> <br />Peat, amorphous granular <br />2- & fibrous, black, (pT) <br /> <br />3- <br /> <br />3 Y SS <br /> <br />4 <br /> <br />4 - <br /> <br />SWAMP <br />DEPOSITS <br /> <br />5- <br /> <br />Peat, fine grained, black & <br />6 - brown, (pT) <br /> <br />2 Y SS 20 <br /> <br />7 - <br /> <br />Organic soil, gray, with a trace * <br />8 - <br />Poorly graded sand with silt, <br />very 'fine grained, gray, (SP-SM) <br />9 - <br /> <br />7 Y SS 18 <br /> <br />2 Y S5 20 <br /> <br />Poorly graded sand, <br />13- fine grained, gray, (SP) <br /> <br />14 - <br /> <br />15 - <br /> <br />16 - <br /> <br />17- <br /> <br />18 - <br /> <br />COARSE <br />ALLUVIUM 21 Y SS 20 <br /> <br />7 Y S5 7 <br /> <br />END OF BORING <br /> <br />19- *of roots, (Ol/OH) <br /> <br />20- <br /> <br />21 - <br /> <br /> WATER LEVEL MEASUREMENTS <br />DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER <br />DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br />2-27 12:31 Hi 14-1/2 12.3 2.6 <br />2-27 12:44 16 0 6 1 8.4 <br /> <br />DEPTH : DRILLING METHOD <br /> <br />0- 7: 31/4 II H5A <br /> <br />7-1/2 - 14-1/2: HSA + <br /> <br />Paoer & Water <br />BORING <br />COMPLETED: ?_?7 -RR l? '4C; <br />CC: VD CA: BR Rig: 45 <br /> <br />NOTE: REFER TO <br /> <br />THE ATTACHED <br /> <br />SHEETS FOR AN <br />EXPLANATION OF <br />TERMINOLOGY <br />ON THIS LOG <br />