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...,, .,..,:~~~ ,.4: is 7roa7azd4t P.OLLIN <br />PAGE B6 <br />LOG OF BORING NO <br />B-8 <br />. <br />~, 1 ar, <br />CLIENT <br />Rollin Consukin <br />SITE WCR 78 and WCR 25 PROJECT <br />Weld Coun ,Colorado (gravel Evaluation <br /> so. Mate s rests <br /> J ~ <br />~ Q g <br /> DESCRIPTION ~ ~ ~ i~ <br />v <br />a x <br />= <br />~ <br />~ <br />~ <br />w <br />~ <br />~ <br />O ~ <br />~ ~ ~ ~~ <br />u zp y~ N <br />f <br />A ~ = Z y <br />F K ~ ~U 4 ~i ~ <br /> TOP501 <br /> P~ORL T WEL RADE~SANO <br /> W tTH GRAY - , grM411" iitZt%, vrat, ~ <br /> reddish brown (SPJSW) <br /> 5 <br /> h0 <br /> <br />75 i <br /> (grovel tens at 18 feat. ) <br /> SW to G R <br /> 20 <br /> 45 <br /> (gravel Iens a1 2H feet. } <br /> BEDROCK, daystone, moist, grey <br /> <br /> sa <br /> END OF BORING <br />Tho stratlecatbn 11nae represent the approximate boundary lines <br />bshWan idl And rock types: in~itu, the tnpneltion may be gradual. <br />WATER LEVEL OBSERVATIONS, fr 80RfNG STARTm B.90-04 <br />WL 2.0 WD ~ gORINCCOMPIEfEp 6-301M <br />WI• ~ ld~rracon RIG CMES5 FOREMAN AB <br />Wl- JOBS 21035117 <br />84 <br />