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<br />LOG OF TEST BORING NO. 2 <br />Page 1 of 1 <br />CLIENT ARCHITECT/ENGINEER <br />Orr Land Company <br />SITE Weld County Roads 64 & 29 PROJECT <br />Weld Couuty, Colorado Gravel Stud}• <br /> SAM PLE S TESTS <br />O ~ O ~ F [~ <br /> <br /> <br />~ <br />m <br />D" <br />~ <br />Z _ <br />Z F <br />_' DESCR1PTlON ~ y j ~ a u Zv <br /> _ <br />F to ~ w O z <br />.3 H ° VOA <br />C W rVil ~ a <br />i~ [V'7 'p,O ~ 1'~~j Z~y <br /> Approx. Surface Elev.: ft. 0 ~ Z [- ~ tnm ~ oa. O'vln. <br /> .5 TOPS 1 6" <br /> CLAYEY SAND <br />~~ ~~ Brown, moil[ to we[, loose <br />'ii ' <br />'i , <br />: <br />, <br />,:'~ 4.0 <br />I I SILTY SAND ~ ~ I ~ <br /> Brown, wet, loose 5 <br /> 8.0 <br />~'° WELL GRADED SAND WITH GROVEL <br />'~ AND COBBLES SW 2 SS 1?" 24 8 <br />!~;:~o Tan, wet, medium dense <br />10 <br /> Cobbles 3-i" max typical I <br />`.~4 <br />U ,,: <br />/' <br />0 <br />'.~ <br />':i <br />~ .'a <br />0.. <br />=7 <br />l~ ~ 3 SS 12" 13 TO <br />- <br />a: <br />~... <br />I <br />' ns <br />- <br />J WE.4 HERED SILTSTONE <br /> <br />,. j <br />~ Tan, moist, soft _ <br />i„ <br />' 19.5 I I ~ I SS I 6" 501.5 I ?;': <br /> BOTT0~1 OF BORING <br />E STRATIFICATION LINES REPRESENT THE .APPROx1AI.ATE aOUNDa RY LINES <br />TWEE' SOIL AND ROC(: Tl'PES~ W-SITU, THE TRANSITION MAY BE GRq DGAL. <br />N~'.ATER LEVEL OBSER\'ATIONS BORING S"f.4RTED 3.9-99 <br />1, = 4.U~ \1'.D.I.L 3.7~ A.B. BORING COMPLETED 3-9-99 <br />L I ~rr~con RIG Cry~_7j (FOREMAN Dn~Q, <br />'L ~ ~~'ater Checked 2 Da}•s .4. B. APPROVED 1}M1n, ~ JOB a 21995030 <br /> <br />