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_. _ LGG QF. BQf2ihiG NO. Q-? Pag4 1 of t <br />CLIENT <br />Rollin Consulting I <br />SITE NW of WCR 18 and 25 <br />Weld Coun ,Colorado ~ PROJECT <br />Gravel Evaluation <br />i I SA MPLE S TESTS <br /> <br />~ <br />U <br />= <br />¢ <br />~ <br />c~ <br />DESCRIPTION <br /> <br />I <br />I ~ <br /> <br />= <br />F- <br />W <br />o <br />~ <br /> <br />fn <br />y <br />m <br />o <br />~ <br /> <br />W <br />m <br />o <br />z 1 <br />( <br /> <br /> <br />w <br />> <br />r <br />W <br /> <br />> <br />o <br />W <br />~ f <br /> <br /> <br />to <br />3 <br />O <br />m <br />Z <br /> <br />K W <br />W ~- <br />ac <br />3 c: <br />~ ~ <br /> <br />Z <br />_' <br />~ ~, <br />o a l <br />LL <br /> <br />Z z <br />o w <br />z~ <br />o to <br /> TOPSOIL <br /> <br /> <br />LEAN CLAY, moist, dark brown (CL) CL 1A UG~ <br />I <br />~ - R 27.2 <br /> 3 <br /> POORLYGRADED SAND WITH SILT, <br /> <br />1 I, moist, light brown to reddish (SP-SM) 4 <br />a 5 SP <br />SM 2A G R 3.3 <br /> WELL GRADED SAND WITH GRAVEL, <br /> gravel 1" max, wet, brown (SW) <br /> t0 SW 3A G +R 10.3 <br /> <br /> t5 SW 4A ~G R 10.0 <br /> <br /> 20 SW 5A G R 8.0 <br /> <br /> SW 6A G R 12.5 <br /> 25 <br /> SW 7A G R I 9.7 <br />:•:• ?a SW_ BA G R 15.8 <br /> BEDROCK, claystone, moist, gray <br /> <br /> 30 ! <br /> I ! I <br /> f <br /> ( <br /> <br /> 35 ( 9A GE R ! 25.9 I <br /> END OF BORING 39 <br />i <br /> <br />i <br /> <br />~ <br />~ <br /> <br />I <br />I <br />i <br />i <br />I <br />! <br /> <br />I <br />' <br /> <br />i <br />I <br />I <br />. <br /> <br />I <br /> <br />C <br /> <br /> <br />~ I <br /> <br />I ~ <br /> <br /> <br /> <br />, <br />The s'ra@fca:ion lines represent 0?e apprexi-natz bcvncary lines <br />Ger.~:aer, s;,ii 2nC rocN types: in-;itC, fhe :raneibon may be ;rzdual <br />'vVATER i_EVEL OBSERVATIONS, ft BORING STARTED i 2-19-03 <br />IPlL ~- a,g ~'ND a ~ f BORING COMPLETED 12-19-03 <br />WL ~2 f~ i~rr~con RIG CME-75I FOREMAN JSD <br />4VL i JOB r 210351/7 <br />