Laserfiche WebLink
r <br />~ ;. <br /> <br /> <br /> <br /> <br /> <br /> <br />P <br />~; <br /> <br /> <br />1 <br />C <br />E <br />i~14 <br />~_ <br />LOG OF BORING NO. 2 <br />pa e z of 2 <br />CLIENT ARCHITECT !ENGINEER <br />Dou and Darwin Derr <br />SITE N/E Corner of Balsam Avenue 8. Sth Street PROJECT <br />Greele ,Colorado DeR Gravel Pit <br /> SAMPLt:3 •~~ <br />g <br />v DESCRIPTION m r <br />~ <br />d ~ ~ °w ~' <br />z <br /> <br />~ ~ <br />~ m W p Z~ W~~ ~ ~Z <br />' <br /> <br />~ <br /> <br />D <br /> <br />Z <br />a <br />~ <br />v <br />~ <br />~- p <br />a <br />J Fg-Z <br /> <br />U <br /> <br />G U~ <br /> ~ f <br />l1C <br />D S ~ ~N <br /> SI{,~lY SAND trace GRAVEL <br /> Tan, brown, moist to wet, loose to medium <br /> dense <br /> • ~ 4s~a ~ <br /> SANDY LEAN CLAY <br /> Tan, gray, moist to wet, stiff to very stiff <br /> <br /> SILTY SAND with GRAVEL ~ <br /> Tan, brown, moist to wet, loose to medium <br /> dense <br /> es <br /> i• <br /> ~o <br />:: <br />ti <br />~ <br /> '~ e, 4sag e° <br /> WEATHERED SILTSTQNE/CLAYSTONE 4548 <br /> O mol mod rate) haul <br /> SI 4546 <br /> Gray, moist, hard to very hard <br /> • Intermittent Sandstone Lenses <br /> O OM OF BORING <br />The tttadflcaHon IIt10a Mp-aaant the tppfOldtnB~a b0und~y pnas <br />' t~twean aoU and roots types: fn-afd~, the t~ansfllon may b~.gradua~. <br />WATER LEVEL OBSERVATIONS, R ° ` . ~ BORING STAR'T'ED 11_S-0'I <br /> <br />WL ~ 4.5 WD ~ BORING COMPLETED 11-6-01 <br />wL ~ ~ ~ ~~~rr <br />7COr1 RI6 CME-75 <br />FOREMAN ARS <br /> <br />WL inttlal Water Level Reading APPROVE=D DAR JOB # 20015242 <br /> <br />