Laserfiche WebLink
L.~G ~ <br />~~ ~a~~NG ~~' <br />B-~ <br />. <br />. <br />Page 1 of 1 <br />_.~_._..~__ <br />--~~- <br />~ <br />CLiEN'i <br />j <br />Roliin Consulting i <br />SITE NW of WCR 18 and 25 PROJECT <br />Weld County, Colorado Gravel Evaluation <br /> I SA MPLE S TESTS <br />' <br />ctl i <br />j ~ <br />o ~ I <br />~ <br /> <br />~ <br />I. i <br />~ oA <br />~ i <br />~ I DESCRIPTION m I ~; ~ ~ , w= <br />U c Y CL W ~ Z ~ ~- ~ u- C~j <br /> w l 0 ~ W Z Y '.zL <br />U <br />Q <br />~ G U <br />~ 5c <br />Z e U O <br />~ ( U <br />x <br />C7 ~ H ~ m ~ O a~ 7~ <br /> TOPSOIL <br /> <br /> <br />LEAN CLAY, moist, dark brown (CL) CL 1A G~ R 19.0 ) <br /> - <br /> 3 <br /> S1LTY SAND, moist, brown (SM) <br /> ~ SM 2A G R 8.5 <br /> 5 <br /> 6 <br /> WELL GRADED SAND WITH GRAVEL, <br /> gravel 1 1/2" max, wet, reddish/brown <br /> (SW) <br /> SW 3A G R 11.5 <br /> t0 <br /> <br /> SW 4A G R 13.9 <br /> t6 <br /> I II <br /> SW SA G R 13.0 <br /> 20 ~ <br /> <br /> SW 6A G R 10.5 <br />:~: 'L6 25 _ <br /> BEDROCK, claystone, moist, gray <br /> <br /> <br /> 30 7A GE R 16.9 <br /> 30 ,i <br /> END OF BORING <br />t <br /> <br />I <br /> <br />I <br /> <br />~ <br />~ <br /> <br />~ <br />; <br /> <br /> <br />i <br /> <br />I <br /> <br />( ~ <br /> <br /> <br />i <br /> <br />• <br />-.__. stra;,flcatior. iine9 *aprasen•: the aoproxirnate neuroan~ <iczs <br />~~~rseen rai entl rock :vpes::r, snu. the trasi!ion may bz gradr~. <br />f~VA?'ER BEVEL GBSER`JATtONS. `[ BORit`dG STr;RTED i2-19-03 <br />4NL ~ q,5 WD ~ 12-19-03 <br />BORING COA9PLETED <br />WL. ~~ ~~ 1 f~rracon - <br />RIG CME-75 i FOREMAN J..D <br />WL ; JOB Y 2'i0°5117 <br />