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1 <br />1 <br /> <br />1 <br />1 <br /> <br /> <br /> <br /> <br />IJ <br /> <br /> <br /> <br />1 <br />1 <br /> <br />1 <br /> <br /> <br />LOG OF TEST BORING N0. 13 <br />Page 1 or 1 <br />CLIENT ~ ARCHITECT/ENGINEER <br />Orr Land Company I <br />SITE Weld County Roads 64 & 2g PROTECT <br />Weld County, Colorado ' Gravel Study <br /> I SAM PLE S TESTS <br />v <br />o <br />I -- , <br />° <br />~' <br />F <br />Li°~ <br /> <br />U 1 <br />DESCRIPTION ~ L C <br />, <br />~ <br />~ ,, <br />~ ~ <br />~ Ltl <br />~ ~ <br />Z z- <br />I'-F <br /> - <br />' ~ ~ > <br />o ZN <br />3 ~ <br />~ [i] <br />° ZU <br />o~ <br />C I L" ~ <br />y ~ <br />~ c <br />~- Liz . <br />LO ~ CU Z~ <br /> <br />Li <br />Approx. Surface Elev.: k. I = <br />~ <br />z <br />F- <br />~ <br />v» <br />~ <br />Da. N <br />Ui~c. <br /> 0.5 P OIL L <br />:'/ <br />'~ SANDY LEAN CLAY <br /> Brown, moist, medium <br /> 3.0 <br /> SILTY SAND <br /> <br />~j: ~ Tan, moist Lo wet, loose ~' i D ~ ~ _ <br />j... 6.0 I <br />-° <br />'.. ,. WELL GRADED SAND WITH GRAVEL <br />,~~ <br />;_ Tan, we:. ~_a:,c ' <br />.:y i <br /> <br />'U'° SW 2 SS 12" 33 1~ <br /> 10 <br />;, ~ <br />C. ~ ~ <br />}~? I <br /> <br />o <br />a. <br />i <br />'•~ ~.~ 13.0 <br />;.~; A SA D <br />> <br />; Gray, moist, cemented <br />,~ <br />/ <br />` 3 SS 12" 42 20 <br />'??~ 15.0 <br />'' <br />., ~ 1 <br /> ~ B T O G <br />~ <br />i <br />I <br />1 <br />TI{EST R.iTIFICATION LIES REPRESENT THE ,IPPROxIS1ATE BOUNDARY' LINES <br />BET{vEEN SOIL AND ROCI: TYPES: INS ITU. THE TRANSITION AIRY BE GRa DLAL. <br />~{~.ATER LEVEL OBSERV,4TION5 BORING STARTED 3-9-99 <br />{tL I~ 4,3' t{'.D.1= .t,l~ A.B. BORING COMPLETED 3-9-99 <br />"~L ~ f~rraCOn RIG CME-75 For+.>=MAN D~q. <br />{~'L ~ Water Checked 2 Days A.B. APPROVED Dhl]_, Ios ~' 21995030 <br />