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w�w�rwuu�w a ■ r1k10% ►irrI% "0% /►011ftff%0%Z2 AT10%&2 <br />VGV � GVf1ff�VA►� Gn M�[�Gin���{�M Vv��• v��� w�� <br />GEC JOB NO: 5130 LOG OF BORING NO. <br />PROJECT: OAKWOOD HILLS• XENON STREET NW R NOW <br />DEPTH, <br />SURFACE ELEVATION: RRR 9 <br />N <br />WB <br />AMPL <br />REC. <br />FIELD b LABORATORY TESTS <br />MC <br />DEN <br />FEET <br />IDENTIFICATION <br />GEOLOGY <br />BPF <br />TYPE <br />P.L. <br />Sandy organic soil, fine grained, <br />TOPSOIL <br />1 <br />black, (OL /OH) <br />N <br />HSA <br />N <br />NSA <br />2- <br />3 - <br />4 <br />N <br />SS <br />15 <br />4- <br />s- <br />Poorly graded sand with silt, <br />very fine grained, with a <br />7 <br />N <br />SS <br />14 <br />e- <br />trace of roots, light brown, <br />(SP -SM) <br />7- <br />-e - <br />11 <br />N <br />SS <br />13 <br />9- <br />COARSE <br />10 - <br />ALLUVIUM <br />6 <br />N <br />SS <br />15 <br />12 <br />13- <br />Poorly graded sand, fine <br />8 <br />N <br />SS <br />15 <br />grained, with a trace of gravel, <br />14 -light <br />brown, (SP) <br />15- <br />7 <br />N <br />SS <br />13 <br />1s <br />END OF BORING <br />17- <br />1x- <br />19- <br />20 - <br />21 - <br />DEPTH DRILLING METHOD <br />WATER LEVEL <br />MEASUREMENTS <br />NOTE: REFER TO <br />0- 4_ 3 HSA <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />( DEPTH <br />CAVE -IN <br />DEPTH <br />DRILLING <br />IFLUID LEVEL <br />WATER <br />LEVEL <br />THE ATTACHED <br />SHEETS FOR AN <br />EXPLANATION OF <br />TERMINOLOGY <br />ONTHI <br />4 -1 <br />BORING <br />COMPLETED: - <br />CC: VD GA$R Rig: 45 <br />I <br />I <br />