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ArATl•/�tJ ►ftA►t /_AtStkArS •T'tA►t <br />V Gam/ t GV[�[�[VAG G[�Yt[�GG[l[��Y YY[1[ V[1/7 [ ■Vt� <br />GEC JOB NO: 5130 LOG OF BORING NO. _ 1 D . 1 of 2 <br />PROJECT: OAKWOOD HILLS; XENON STREET NW & NOWTHEN BLVD.; RAMSEY MINNESOTA <br />DEPTH, <br />895 <br />FIELD <br />& LABORATORY TESTS <br />FEET <br />SURFACE ELEVATION: .9 <br />IDENTIFICATION <br />GEOLOGY <br />N <br />BPF <br />WB <br />AMPL <br />TYPE <br />REC. <br />MC <br />DEN <br />L. L. <br />qc <br />P.L. <br />1 _ <br />Silty sand, very fine grained, <br />WEATHERED <br />N <br />HSA <br />dark brown, (SM) <br />SOIL <br />2- <br />3- <br />4 _ <br />N <br />HSA <br />5_ <br />Poorly graded sand with silt, <br />very fine grained, brown, <br />7 <br />N <br />SS <br />13 <br />6- <br />(SP -SM) <br />7- <br />8- <br />9- <br />COARSE <br />10- <br />ALLUVIUM <br />11 <br />? <br />SS <br />14 <br />11 - <br />12- <br />Poorly graded hand with silt, <br />13- <br />fine grained, with a trace of <br />gravel, brown, (SP -SM) <br />14- <br />10 <br />? <br />SS <br />16 <br />16- <br />17- <br />18 - <br />19- <br />Poorly graded sand, fine grained, <br />20- <br />brown, (SP) <br />8 <br />? <br />SS <br />16 <br />21 - <br />DEPTH DRILLING METHOD <br />WATER LEVEL <br />MEASUREMENTS <br />NOTE: REFER TO <br />u <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE -IN <br />DEPTH <br />DRILLING <br />FLUID LEVEL <br />WATER <br />LEVEL <br />THE ATTACHED <br />SHEETS FOR AN <br />, <br />EXPLANATION OF <br />TERMINOLOGY <br />ON THIS L <br />_ <br />R <br />I <br />BORING <br />COMPLETED: <br />_ <br />CC: VD CA: BR Rig: 45 <br />