Laserfiche WebLink
LOG OF BORING NO. 3 Pa e 2 of 2 <br />CLIENT <br />Rollin Consulting <br />SITE <br />Ft. Lupton, Colorado PROJECT <br />NCCI Pit#1 <br /> SA MPLE S TESTS <br />f7 <br />~ <br /> <br />U <br />a <br />~ <br />U' <br />DESCRIPTION <br /> <br />= <br /> <br />~ <br />w <br />o OJ <br />°' <br /> <br />N <br />ti <br />vUi <br />~ <br /> <br />W <br /> <br />m <br />~ <br />z <br /> <br /> <br />w <br /> <br />y <br />H <br />> <br />~ <br />J <br />p <br />w <br />rG <br />~ <br />_ <br />fn <br />3 <br />~ <br />m <br />~ <br />~ <br />KW <br />w~ <br />a0 <br />3U <br />~ <br />r <br />Z <br />~ <br />~'~ <br />O a ~ n <br />z i <br />LL~ <br />ZZ <br />ow <br />z~ <br />7y <br />~ <br />~m <br />W OS <br />3 rnc>p <br />NK07p <br />a~°OUm~ <br /> SILTY SAND, fine to coarse grained, with <br />gravel, some cobbles, brown, moist to wet <br /> <br /> <br />42 <br /> <br />35 <br />40 <br /> CLAYSTONE, hard to very hard, blue to <br /> grey, moist 1 RS 7 50/7 <br /> <br /> <br /> 45 <br /> <br /> <br /> <br /> <br /> <br /> <br /> so <br /> <br />51 2 RS 3 50/3 <br /> Stopped boring at 51 feet <br />The stratification lines represent the approximate boundary lines <br />between soil and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />WL ~ 3 WD = 1 ~ 4 12 <br />ING C <br />ED <br /> <br />WL <br />Q <br />Y err~con RIG <br />CMESS OREMAN <br />MH <br />WL APPROVED MEA JOB# 21025057 <br />a <br />e <br />0 <br />N <br />w <br />0 <br />m <br />