Laserfiche WebLink
c <br />i <br /> <br /> <br />r <br />B4 <br />LOG OF BORING NO <br />. <br />Pa e 1 of 2 <br />CLIENT ARCHITECT /ENGINEER <br />Dou and Darvvin Derr <br />SITE N1E Corner of Balsam Avenue & 8th Street PROJECT <br />Greele ,Colorado Derr Gravel Pit <br /> SAM PLES TESTS <br /> <br />g ~ ~ <br />~ <br /> <br />v DESCRIPTION <br />~ ~ <br />>' <br />o: ~ <br />} <br />u ~ <br />~' <br />~ <br />R= z ~ <br />~ U' <br /> z N m em ~ <br />~ ~ ? Z <br />~ o ~ z ~ ~ ~ m ~ v o mod ~ ~ <br /> A rox. Surface Elev.: 4631.47 ft . <br /> SANDY LEAN CLAY t~,ce GRAVEL <br /> ,g Tan, ra moist to we stiff to ve stiff s <br /> SILTY SAND with GRAVEL <br /> brown, moist to wet, loose to medium <br />Tan <br /> , <br />dense s 1 AC <br /> • Classified as Well Graded Band with Silt <br /> and Gravel <br /> ~0 2 AC <br /> 15 <br /> 3 AC <br /> 20 <br /> • Intermittent Clay lenses '4 AC <br /> `Classified as Poorly Graded Gravel with ~ 5 AC <br /> Silt and Sand <br /> ~0 <br /> 6 AC <br /> r • Classified as Poorly Graded Gravel with ~ 7 AC <br /> Sand <br /> ~ 8 AC <br />~~ ~ 9 AC <br />s ~~ <br /> <br /> <br />.~ Continued Next Pa e <br />The stretitlc:atk,n lines represent the appro7drrwte boundary Nees <br />between soil and rock types: In-<<tu, the transition may be praduai. <br />WATER LEVEL OBSERVATIONS, ft BORING StARTED 11-6-01 <br />'' WL ~ ~ l f BORING COMPt_ <br />ETED 11-6-01 <br />Wt_ Y ~ ~rr~con _ <br />RIG LW-AR FOREMAN ARS <br />~ WL APPROVED DAR JOB # 20015242 <br />