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I <br />I <br />I <br />I <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br /> LOG OF BORING NO. 3 <br /> Pa e ~ of z <br /> CLIENT ARCHITECT /ENGINEER <br />_ Dou and Darwin Derr <br /> SITE N/E Corner of Balsam Avenue & 8th Street PROJECT <br /> Greele ,Colorado Derr tiravel Pit <br /> SAMPLES TESTS <br /> DESCRIPTION 0° ~ <br /> ~ ~ ~ ~ ~ t z <br />~ <br /> <br /> <br /> <br />~ <br /> <br />N o: <br /> <br />~ <br /> <br />w ~ <br /> <br />~ ~ <br /> <br />z~ z <br /> <br />~ <br /> <br />~ <br /> <br />~ <br />ai n <br />ozW <br /> A rox Surface Elev.: 4630.58 ft ~ z ~ a y m 3 o ~ ~ ~ <br /> SANDY' LEAN CLAY trace GRAVEL <br /> 2 s Tan ra moist to wet stiff to ve stiff ,~ <br /> SILTS SAND with GRAVEL <br /> Tan <br />b <br />ow <br />ot <br />t t <br />t <br />l <br />di <br />t <br />~ <br /> , <br />r <br />n, m <br />e <br />o we <br />, <br />oose <br />o me <br />um <br /> <br />dense s <br /> <br /> <br />' ~o <br /> : <br />' ~: <br />15 <br /> ~: ~ :~ • Cobbles Encountered <br /> <br /> <br /> • Classified as Well Graded Sand with 2, <br /> Gravel <br /> .; ~ ~ ~0 <br /> <br />SILTY SAND trace GRAVEL ~ <br /> Tan, brown, moist to wet, loose to medium <br /> dense <br /> ,~ 35 <br /> t~ <br /> r <br /> ~. <br /> . :: <br /> ~ 47 ~~ <br /> <br />d SANDY LEAN CLAY <br /> Tan, gray, moist to wet, stiff to very stlff <br /> so <br /> Continued Next Pa e <br /> The" etratitlcOtlon Mea mpreter~ the appraadrtrete bamdary ltnsa <br /> betvr een eop and rods typos: in-situ, the t~neldon may 6e gradual. <br /> WATER LEVEL OBSERVATIONS, ft ~ BORING STARTED 11$01 <br />WL ~ 4.5 WD ~ BORING COMPLETED <br />11-6-01 <br />WL ~ ~: r~~r~On RIG CME•75 _ <br />FOREMAN ARS <br /> <br />W~ .Initial Water Level Readin APPROVED DAR JOB # 2.0015242 <br />