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<br />N <br /> <br />1 <br /> <br />i <br /> <br />~~ <br />v <br />,,~; <br /> <br /> <br />c <br />Y <br />F. <br />g <br />~- <br />LOG OF BORING NO. B1 <br />CLIENT Pa e 2 of 2 <br />ARCHITECT /ENGINEER <br />Dou and Darwin Derr <br />SITE N!E Comer of Balsam Avenue & 8th Street PROJECT <br />Greele ,Colorado Derr Gravel Pit <br /> SA MPLES TESTS <br /> <br />g <br />DESCRIPTION J <br />m <br />~~.- <br />tR <br />°w . <br />i ~ ~ a x ~ t z~ <br />g <br />~a ~ ~ ~ ~ n. o z~ ~z } ~a <br />m <br />~ a ~ z ~ ~ ~m 3cOi o~3. ~~ <br /> SILTY SAND with GRA I trsarp <br />~~~~ 7 AC <br /> Tan, brown, moist to wet, (Dose to medium <br /> dense 65 <br /> <br />' <br />'' <br />' <br />• Classified as Poorly Graded Gravel with 8 AC <br /> Silt and Sand <br /> 64 <br /> ~ <br /> <br />.~ 9 AC <br /> ~ <br /> 10 AC <br /> ~ <br /> 11 AC <br /> ~ <br /> 12 AC <br /> WEATHERED S~LTSTONE/CLAYSTONE <br /> Gra mo moderate) hard <br /> ~ <br /> 3 ~ <br /> Gray, tan. moist, hard to very hard <br /> • Intermittent Sandstone Lenses <br /> <br />i O BO 1isG` <br />The stratification lirros represent the appr+aodmate boundary lines <br />be-Nroen eoq and rods types: in-situ. the tranaitlon msy tae gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 11-ti <br />01 <br /> - <br />WL ~ ~ BORING COMPLETED <br />11-6-01 <br />W ~ 1 f <br />L ~rr~con RIG I.~N-AR _ <br />FOREMAN <br />ARS <br /> <br />~` APPROVED DAR JOB # 20015242 <br />