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LQQ Q~ ~QRINC'a NC <br />~ <br />~ <br />Page 1 of 1 <br />CLIEfJT _ <br />~ <br />.~--..~- <br />Rollin Consulting j <br />SITE NW of WCR 18 and 25 I' PROJECT <br />Weld Coun ,Colorado ! Gravel Evaluation <br /> ~ SA MPLES i TESTS <br />~! ~ ~I ~ I~ ~ + ~ I ~ j <br />I <br />~ ~ DESCR1PTtON ~ I ~ ~ ~ z ~ <br />U <br />a = ~ w I ~ ~ I a~ r <br />Z ~ zz <br /> F m m a p O w~ ~ o~ <br />~ o j ~ z r~- ~ m+ 3 Ov o a ~ v~i <br /> TOPSOIL <br /> <br /> SANDY SILTY CLAY, moist, brown CL 1A G R 27.4 <br /> (CL-ML) ML <br /> 3.5 <br /> OR <br />Y GRA <br />ED S <br />ND <br />TH <br />LT <br /> PO <br />L <br />D <br />A <br />WI <br />SI <br />, <br />2A <br />G <br />R <br />14 <br />9 <br /> moist to wet, brown (SP-SM) 5 SM . <br /> <br /> 7 <br /> WELL GRADED SAND WITH GRAVEL, <br /> gravel 1" max, wet, redddish/brown (SW) <br /> SW 3A G R 14.7 <br /> ~o <br /> <br /> SW 4A G R 15.0 <br /> t5 <br /> ( gravel lens at 18' ) <br /> 20 SW 5A G R 11.1 <br /> <br />l _ <br /> 25 SW 6A G R 14.4 <br />~'~~ z7 ravel fens at 26' <br />I BEDROCK, claystone, moist, gray <br /> <br />-- 30 ~ 7A UG R 22.4 <br /> END OF BORING 30 <br />I I <br />~ <br />~ i j <br />I <br />A <br /> ~ i ~ <br />~ <br />~ ~ <br />I <br />Tn2 scrafifisadon lire= represzrc zee apCroximaia bountlary lines <br />~er::aan sai ane rock :ypa;: ,^-situ. i^e tr<nsitron may o? praCuai. <br />vJN'•ER LEVEL OBSERVATIONS, ft BORING STARTED i2-".9-03 <br />WL~= 4.0 WD . <br />~ --- RING ~O <br />2 1 <br />i <br />WL '~ ~ ~~ rr icon R G <br />~ E 75~FORENIAN <br />JSD <br />4VL j JOB = 270351 i i <br />