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<br />GEOTECHNICAL ENGINEERING CORPORATION <br /> <br />GEC JOB NO: 5130 <br />PROJECT: OAKWOOD HILLS: XENON STREET NW & <br /> <br />DEPTH. <br />IN <br />FEET <br /> <br />SURFAce ELEVATION: AA" Q <br />I DENT I F I CATION <br />Sandy organic soil, fine grained, <br />bl acT<, (OL/OH) <br /> <br />2- <br /> <br />3- <br /> <br />4 - <br /> <br />s- Poorly graded sand with silt, <br />very fine grai ned, with a <br />6 - trace of roots, 1 i ght brown, <br />(SP-SM) <br /> <br />7 - <br /> <br />8- <br /> <br />9- <br /> <br />10 - <br /> <br />11 - <br /> <br />12 - <br /> <br />13- Poorly graded sand, fine <br />grained, with a trace of gravel, <br />14-1ight brown, (SP) <br /> <br />1S - <br /> <br />16 <br /> <br />END OF BORING <br /> <br />17 - <br /> <br />18 - <br /> <br />19 - <br /> <br />20- <br /> <br />21 - <br /> <br />LOG OF BORING NO. <br /> <br />NOWTHI="N RI In . k'1l'1- <br />T <br />B~F WB S~~€i REC. <br /><;2EOLOGY <br /> <br />TOPSOIL <br /> <br />N <br />N <br /> <br />H5A <br />HSA <br /> <br />3 <br />'1\ <br /> <br />FIELD & LABORATORY TESTS I <br />MC I DEN L.L. Q'_ i <br />P.L. .. <br /> <br />DEPTH : DRILLING METHOD <br /> <br />TIME <br /> <br />WATER LEVEL MEASUREMENTS <br />SAMPLED CASING CAVE-IN DRILLING WATER <br />DEPTH DEPTH DEPTH FLU 10 LEVEL LEVEL <br /> <br />DATE <br /> <br />0- 14-11?' 11/.111 HSA <br /> <br />-?7 <br />-?7 <br /> <br />.?" <br />.11:; <br /> <br />BORING <br />COMPLETED: 2-27-RR 1'40 <br />cc: VD CA 8R Rig: 45 <br /> <br />. <br /> <br />4 N 55 15 <br /> <br />7 N 55 14 <br /> <br />11 N 55 13 <br /> <br />COARSE <br />ALLUVIUM <br /> <br />n N SS 15 <br /> <br />8 N 55 15 <br /> <br />7 N 55 13 <br /> <br />1,:\ <br />I~ <br /> <br />.1_1 I? 1&:: a <br />n 1., /I <br /> <br />...., <br />.- <br /> <br />1_.. <br />J <br /> <br />.. <br /> <br />NOTE: REFER TO <br /> <br />THE ATTACHED <br /> <br />SHEETS FOR AN <br />EXPLANATION OF <br /> <br />TERMINOLOGY <br />ON THIS LOG <br />