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<br />LOG OF TEST BORING NO <br />TB-7 <br />. <br />page 1 of 1 <br />OWNERlCL1Et1'f ARCFB7'ECT/ENGINEER <br />ROWn Com'tdting <br />SIT4iorthwest corner oP Weld County Roads 18 and 25 PROJECT <br />Weld Cotm ,Colorado Pro Gravel Pit <br /> SAM PLES TESTS <br /> m <br /> <br />_ O <br />~ <br />z ~ s <br /> DESCRIP170N <br />~ ~ <br />~ ~ <br />~ td <br />_ <br />~ <br />~G w ~ <br />~ <br />~ <br /><~ <br />K ~ yyy <br />(~ ~ 4 ~ <br />2g ~ ~~i pZp <br />ZfW p <br />ue< <br />°~~ <br />1 ~ y.3~]gs~ <br />~ <br />o Approx. Surface Elev.: Grade ft. o ~ z ~ i< m ~ o ~ ~ ~i ~ 6 <br />.7 b l" <br /> <br /> <br /> 2.5 LEAN TO FAT CLAY WITH SAID <br />il SF <br /> , s <br />ty, <br />-Ap. dark gray brows, moist to wet. <br />0 ~• <br />. <br />` <br />' 5 <br />u <br />0 <br />. <br />P'te'. <br />a. <br />:B e. <br />9$: <br />0 n' <br />~Q~' 10 <br />Q's. <br />?O'. <br />pfe. <br />aa: <br />°~~ <br />~ <br />e SAND WITH GRAVEL sli tl sit more <br />gh Y tY, 15 <br />4. and larger gravel with inercasiag depth, <br />G ~: <br />n4; <br />rusty brows, orange, wet, medium dense <br />Q~o, to dear. <br />~O <br />o' " <br />Q.o. <br />2t1 <br />ba <br />ri. <br />k~: <br />°d~ <br />°~- 26.0 ~ <br /> CLAYSTO~~, Bitty, moderate plasticity, <br /> 30.0 gray, atightly moist. <br /> 30 <br /> BOTTOM OF BORING <br />nm sTRAro~cAnoN LDiPS tiEPRFSGTiT'n~ APPROxDIAre BouNDARr LDiBS <br />BHiWBPN 306 AND ROCK TYPES: lNS1711, 17m TRANSRWN MAY 8B OBADUAL. <br />WATER LEVEL 085ERVATIONS BORINO STARTED Sl¢99 <br />WL $ 5/14992' = 5!21991' lf RING COMPLETED $-1¢99 <br />p.L z ~rracon RIG Mobile 13-57 FOREMAN DJD <br />WL APPROVED E$W )OBA ]1995081 <br />