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<br /> <br />LOG OF TEST BORING NO <br />TB-5 <br />. <br />Page 1 of 1 <br />OWNER/CLIENT ~ ARCHITECT/ENGINEER <br />Rollin Consulting <br />sIT~lorthwest corner of Weld County Roads 18 and 25 PROJECT <br />Weld County, Colorado Proposed Gravel Pit <br /> SAM PLES TE STS <br /> .7 <br /> G p ~ ~" G o a <br />~ Z <br />'~ <br />U DFSCRIP[ION ~ E N <br />< vi <br />~ H Z <br />S <br />{t <br />~ V Ul <br />O~`` O r~r~ <br /> <br />{s ~ 47 <br />fG <br />~ <br />F W <br />~ . ~ <br />^ ~ C. <br />~ o ~ F a m E o ~ ~ ° <br />~ a <br />° ~ ~ <br /> Approx. Surface Elev.: Grade ft. Z u sn . <br />~ Ir <br /> . TOPSOII. <br /> C H <br /> .0 LEAN CLAY WITH SAND <br />ilt <br />d <br />k <br />e , s <br />y, <br />ar <br />0 . <br />u ~: . <br />browv, rusty, moist [o very moist. <br />0'e: <br />5 1 <br />o~ <br />: <br />o <br />O:o ~ <br />-0' <br />o. <br />. <br />O o: <br />~Q <br />. <br />° <br />10 1 I <br />q <br />Q <br />G O'. <br />°p`o . <br />aa: <br />> <br />° <br />. <br />e <br />o ~ <br />SAND WITH G VEL <br />more and larger <br />15 1 <br />: , <br />°~~~~ <br />Q Q: ravel with increasin de th, rust <br />g B P Y <br />4 -~ brown, orange, wet, medium dense to <br />~O e: <br />p.Q__ <br />dense. <br /> <br />Q.b. <br />~ 20 <br />~.Q: <br />0~ e <br />D.~. <br />o. <br />° <br />0 <br />. <br />. <br />?d; <br />25 SS 39/12 <br />o.. <br />a a: <br />p. ,: <br />27.0 <br /> SS 50/6 <br /> 0 CLAYSTONE, silty, moderate plasticity, <br />30 <br /> . <br />i <br />d <br />i <br />i <br />h 30 <br /> ghlty mo <br />st to mo <br />st, <br />az <br />. <br />gray, sl <br /> BOTTOM OF BORING <br />THE STRATIFICATION LINES REPRESENT THB APPROXAUTE BOUNDARY LHiES <br />BETWEEN SOIL AND ROCK TYPES: MSTI'U, THE TRANSrTION MAY HE GRADUAL. <br />WATER LEVEL OBSERVATIONS BORING STARTED 5-20-99 <br />WL 4 S/20/99 2' = 5/21/99 2' <br />- <br />1 BORING COMPLETED 5-20-99 <br />~- G ~rracon >uG MobileB-57 FOREMAN D.~ <br />WL APPROVED ESW 108 # 22995081 <br />