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wV A ■ 1L-L20%ulr0-esu10% i►AnsAn AT1f1V <br />MGV � GVf7f{�V AG i.f�M..�r�..�1. ���/ vv..• v...�..v.� - -- <br />GEC JOB NO: 5130 LOG OF BORING NO. 4 <br />PROJECT: OAKWOOD HILLS; XENON STREET NW & NOWTHEN BLVD.; RAMSEY, MINNESOTA <br />DEPT H, <br />SURFACE ELEVATION: 667 . Q <br />WB <br />REC. <br />FIELD d LABORATORY TESTS <br />L- <br />N <br />FEET <br />IDENTIFICATION <br />GEOLOGY <br />BPF <br />TYPE <br />MC <br />DEN <br />qC <br />P.L. <br />Organic soil, black, (OL /OH) <br />TOPSOIL <br />? <br />HSA <br />s- <br />8 <br />? <br />SS <br />12 <br />3 - <br />Poorly graded sand, <br />4— <br />fine grained, gray & black, <br />(SP) <br />5- <br />2 <br />Y <br />SS <br />17 <br />s- <br />7- <br />8 _ <br />4 <br />Y <br />SS <br />13 <br />14 <br />s- <br />20 <br />Poorly graded sand, fine grained, <br />10- <br />hrown to light brown, (SP) <br />COARSE <br />8 <br />Y <br />SS <br />15 <br />11- <br />ALLUVIUM <br />12- <br />1 3 _ <br />27 <br />Y <br />SS <br />17 <br />t4 - <br />Poorly graded sand, <br />fine grained, brown, (SP) <br />24 <br />Y <br />SS <br />18 <br />16- <br />END OF BORING <br />»- <br />19- <br />20- <br />sl - <br />DEPTH DRILLING METHOD <br />WATER LEVEL <br />MEASUREMENTS <br />NOTE: REFER TO <br />0- 7: 31/4" HSA <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE -IN DRILLING <br />DEPTH I FLUID LEVEL <br />WATER <br />LEVEL <br />THE ATTACHED <br />SHEETS FOR AN <br />EXPLANATION OF <br />TERMINOLOGY <br />ON THI <br />9 -1/2 - 14 -1/2: HSA <br />2 -27 <br />2:15 <br />16 <br />�14 -1/2 <br />12.5 <br />5. 0 <br />+ Paper & Water <br />2 -27 <br />2 : 23 <br />16 <br />0 <br />3.3 <br />3.2 <br />[ BORING <br />COMPLETED: 2 -27 -88 2 :25 <br />cc: VD CA: BR Rig: 45 <br />