Laserfiche WebLink
<br /> <br />LOG OF TEST BORING N0 <br />TB-4 <br />. <br />Page 1 otl <br />OWNERlCLiENT ARCHITECT/ENOINEER <br />Rollin Consulting <br />sTJ'$lorthwest comer of Weld County Roads 18 and 25' PROJECT' <br />Weld County, Colorado Pro std Gravel Pit <br /> sAnI P1.PS TE STS <br /> ~ <br /> <br />~ <br />1R <br />~ y <br />v <br />W t:' a <br />d <br /> DESCRIPTION ~ <br /> <br />q <br /> <br />g t- ai <br /> <br /> <br />~ y <br />W t va x <br /> <br />W <br />4i <br />` ? ~ ~ <br />~. <br />< <br />K <br />~ y <br />~f <br />Ti <br />~ m <br />s ~ <br />Zs <br />O ~ <br />CGS <br />~ o & <br />ZO <br />~ o <br />< <br />~ <br />£ <br />~ <br />~ Approx. Surface Elev.: Grade ft. o o z ~ 4 m f o o u ~ <br />g ~ <br /> TOPSOIL <br /> C <br /> ' i.. N TO FAT C AY WITH ND, dark SM <br /> 4.0 rusty brown, very moist. <br />.O;.o. SILTY SAND, slightly elayey, gray, pick S <br />-°' ~ - brown, rust, moist [o wet. <br />0e <br />.o ~ . <br />o <br />A:e, <br />?.~, <br /> <br />O;4' 10 <br />QQ_ <br />. Q ~. <br />po': <br />dse. <br />-, <br />15 <br />.Q. <br />a: <br />zt.v. <br />d. <br />~G.e; <br />0~,_ <br />o.'~: 20 <br />~'O: <br />0 <br />y 'b.~ <br />6 <br />CAND Wl'I'Fi G1LeYFL, slightly silty, <br />' <br />D :e• slightly more and larger grevel with <br />p.~: increasing depth, rusty brown, orange, ~ <br />°O e. wet, loose to dense. <br />o,'~ <br />O e~ <br />.e a . <br />o.. ; <br />A:?. 30 <br />9~; <br />C.e <br />OQ:, <br />°cre. <br />°~O`. <br />oo;0 <br />35 <br />ei3~ <br />`a 4 <br />d y4: <br />- <br />6 <br />•: <br /> OTTO O O G <br />THE 6TRATIPICATx)N LDlE4 REPRE4P1di' THa APPROXIMATE BOUNDARY []NPs <br />BETVFFN 8011. AND AOIX TYPES: IN-SrIV, THE TRANarrtON MAY BE GRADUAL. <br />WATER LEVEL OBSERVATIONS 1JORavO STARTED g.l¢g9 <br />WL ~ ~'.,~ 3. a ~1,~ 3~ l ~ N6 COMPL1sTED <br />~N4.99 <br />wL a ~rr acon R10 <br />Mobile B-57 ~R <br />DJD <br />w,L APPROVED E.SW JOB x 22995081 <br />