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YGV / GVrin /VM/. GAY /nGG�1 /nY vvffMry "w / 1%#" <br />GEC JOB NO: 5130 LOG OF BORING NO. 5 (p- 1 of 9 <br />PROJECT: OAKWOOD HILLS; XENON STREET NW 9 NOWTHEN BLVD.; RAMSEY MINNESOTA <br />DEPTH. <br />IN <br />SURFACE ELEVATION: 872. <br />FIELD & LABORATORY TESTS <br />MC <br />DEN <br />P.L. <br />qc <br />FEET <br />IDENTIFICATION <br />GEOLOGY <br />BPF <br />WB <br />TYPE <br />REC. <br />Silty sand, very fin grained, <br />WEATHERED <br />? <br />HS <br />very dark brown, (SM � <br />SnIL <br />2- <br />? <br />HS <br />Silty sand, very fine grained, <br />3_ <br />brown, (SM) <br />4 <br />? <br />SS <br />13 <br />4- <br />Silty sand, fine grained, <br />5 _ <br />brown, mottled, (SM) <br />9 <br />? <br />SS <br />15 <br />6- <br />,_ <br />Silty sand, very fine grained, <br />grayish brown, (SM) <br />8 - <br />6 <br />Y <br />SS <br />14 <br />WEATHERED <br />9- <br />SOIL or <br />Poorly graded sand, fine grained, <br />COARSE <br />lo- <br />brownish gray, (SP) <br />ALLUVIUM <br />2 <br />Y <br />SS <br />13 <br />11 - <br />18 <br />2.2 <br />ls— <br />13- <br />4 <br />Y <br />SS <br />17 <br />14- <br />Poorly graded sand, <br />fine grained, gray, (SP) <br />15- <br />2 <br />Y <br />SS <br />4 <br />16- <br />14 <br />22 <br />17- <br />18 - <br />7 <br />Y <br />SS <br />12 <br />19 - <br />2o- <br />Poorly graded sand, fine to <br />medium grained, gray, (SP) <br />5 <br />Y <br />SS <br />9 <br />21 <br />DEPTH DRILLING METHOD <br />WATER LEVEL <br />MEASUREMENTS <br />NOTE: REFER TO <br />0- 12: 3 1/4" HSA <br />DATE <br />I TIME <br />I S DEPT ED I <br />DEAN <br />DEPTH <br />DRILLING I <br />IFLUID LEVEL <br />WATER <br />LEVEL <br />THE ATTACHED <br />SHEETS FOR AN <br />EXPLANATION OF <br />TERMINOLOGY <br />THIS <br />14 -1/2 - 24 -1/2: HSA <br />2 -27 <br />11:04 <br />21 <br />i19 -1/2 <br />17.7 <br />I <br />9 <br />t Paper & Water <br />2 -27 <br />11:17 <br />26 <br />24-1 <br />3 <br />q <br />BORING <br />COMPLETED: <br />1 <br />6 <br />I <br />cc: VD CA: RR Rig: 45 <br />1 <br />