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r-rn9rrnLAL22^w1 ruf_IIICCOI\lf: 1-AO0Al2dT1f%U <br />MrV 0 8.V6 as 's 9V/Mr ra�w..��. �.•...�w ��... �..�..�.� <br />GEC JOB NO: 5130 LOG OF BORING NO. 2 <br />PROJECT: OAKWOOD HILLS; XENON STREET NW & NOWTHEN BLVD.; RAMSEY MINNESOTA <br />DEPT H' <br />SURFACE ELEVATION: 665 - 2 <br />VJB <br />REC. <br />FIELD d LABORATORY TESTS <br />FEET <br />IDENTIFICATION <br />GEOLOGY <br />BPF <br />TYPE <br />MC <br />DEN <br />Pa <br />qc <br />1 _ <br />Y <br />HSA <br />Peat, amorphous granular <br />2-- <br />& fibrous, black, (PT) <br />3- <br />3 <br />Y <br />SS <br />4 <br />SWAMP <br />4 - <br />DEPOSITS <br />5- <br />Peat, fine grained, black & <br />2 <br />Y <br />SS <br />20 <br />s_ <br />brown, (PT) <br />7- <br />e- <br />7 <br />Y <br />SS <br />18 <br />Or anic soil, ra , with a trace * <br />Poorl graded.sa d with s1'lt, <br />very rained, ra , (SP -SM) <br />s- <br />10 - <br />2 <br />Y <br />SS <br />20 <br />11- <br />. 12- <br />Poorly graded sand, <br />COARSE <br />13- <br />fine grained, gray, (SP) <br />ALLUVIUM <br />21 <br />Y <br />SS <br />20 <br />14- <br />15- <br />7 <br />Y <br />SS <br />7 <br />16- <br />END OF BORING <br />17- <br />is- <br />1s - <br />*of roots, (OL /OH) <br />20 - <br />21 - <br />DEPTH DRILLING METHOD <br />WATER LEVEL <br />MEASUREMENTS <br />NOTE: REFER TO <br />THE ATTACHED <br />SHEETS FOR AN <br />EXPLANATION OF <br />TERMINOLOGY <br />ON THIS L <br />0 - 7 31/4 HSA <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE -IN <br />DEPTH <br />I DRILLING <br />IFLUID LEVEL <br />WATER <br />LEVEL <br />7-1/2 - 14 -1/2: HSA + <br />2 -27 <br />12:31 <br />161 <br />14 -1/2 <br />1.2.3 <br />? 6 <br />Paper & Water <br />2 -27 <br />12;4 <br />16 <br />0 <br />6.1 <br />8.4 <br />BORING <br />COMPLETED: - C <br />CC: VD CA: BR Rig: 45 <br />I <br />i -q- <br />