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,..,. .,,,, .~~» ~»: i~ y: nnoa~tsa~ P.OLLIN PAGE 06 <br />LOG OF BORING NO <br />8-6 <br />. <br />Pa 1 of 1 <br />CLIENT <br />Rollin ConsulUn <br />SITE WCR 18 and WCR 25 PROJECT <br />weld coon , Colorado Gravel Evaluation <br /> SA MPLE S TESTS <br /> J ~ <br />~ Q <br /> DESCRIPTION > d ~ i~ <br />g <br />p, = <br />k m I <br />` <br />' ffi <br />$ `~ <br />~ w~ ~ OW <br /> a ~ <br />, W r pZ r <br />~N <br /> Z yy <br />F K i~ ~'U O ti <br /> TOPSOIL <br /> POORLY TO WELL GRADED SAND <br /> ~ <br />WITH GRAVEL, gravel 1' max. wet, <br /> reddish brown (SPlSW) <br /> 5 <br /> 10 <br /> <br />15 i <br /> ( gravel Tens at 18 fast. ) <br /> SW 1A G R <br /> 2D <br /> Z5 <br /> (gravel lens al 28 feet ) <br /> BEDROCK, daystone, moist, gray <br /> <br /> 28 <br /> <br />i END OF BORING <br /> <br />i <br />~. Tha stratlfleatlpn Iln¢s re0res6nt NY9 eppnztimate boundary lines <br />between 1011 Anq rode types: imeiW, the trarrelbon may be graAyai. <br />WATER LEVEL OBSERVATIONS, fr BORING STARTED 6.30-04 <br />WL 20 WO ~' gORiNGCOAAPLETEO 5.90fib <br />WL Y lfi~rr~con RIG CMES5 FOREMAN AB <br />WL JOB ;Y 21035117 <br />