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<br /> <br />LOG OF TEST BORING NO <br />TB-2 <br />. <br />Page 1 of 1 <br />OWNER/CLIENT ARCHTTECT/ENGINEER <br />Rollin Consulting <br />s-'1'4Torthtvest corner of Weld County Roads 18 and 25 PROJECT <br />Weld County, Colorado Pro osed Gravel Pit <br /> SAM PLES TE STS <br /> .~ <br />QQQq <br />~ ~ rr ~ <br />~ ~ " <br />Y DFSCRIP170N ~ ~ ~ y ~ <br />~ <br />o c ~ z s f ~ aa <br />~ ~ h ~ ~ ~ <br /> Approx. Surface Elev.: Grade ft. ~ d a G ~ <br />a'e. TOPSOIL <br />0,'~ <br />o. <br />O'e _ <br />Q~ <br />c:.,. <br />e <br />O $ <br />. <br />. <br />~'~: <br />° <br />O.e <br />OQ._ <br />u':• <br />a . <br />. <br />°Q <br />10 <br />?pe. <br />sQ <br />X9'0 <br />-0Q_ <br />~Q.q <br />l5 <br />z+9: <br />ooze. <br />~'Q~. <br />' SAND WITH GRAVEL. slightly silty, moro <br />o, <br />'.e <br />Q~.'. <br />and larger gravel with increasing depth, <br />o'a' rusty brown, orange, moist m wet, loose 20 <br />a ° <br />1! Q .' to dense. <br />°D'o. <br />e~_ <br />~'O' <br />u SS 31/12 <br />a~:: <br />°o:e <br />o: <br />. <br />Qa. <br />°a`>. 30 <br />"o': <br />tr. <br />°' <br />p 33.0 <br /> 35.0 CLAYSTONE, silty, moderate plastitiry, 3S <br /> gray, slighlty moire. <br /> BOTTOM OF BORING <br />TID: STRA7'ffIGTION IME4 REPRPSIItr TNB APPBOXndAlE BOUNDARY I]NES <br />BLrIWBFN SOa. AND ROCK TYPES: WS[N, THfl TAANSrfiON MAY BE GRADUAL. <br />WATER LEVEL OBSERVATIONS BOR[NO STARTED 5-14-99 <br />WL 4 S/1b99 3' = 321/99 3' BORING COMPLETED 5-1499 <br /> 1 ~ <br />~' ~rraeon RIG Mobile B-57 FOREMAN DJD <br />Nl. APPROVED ESW JOBp 22995081 <br />