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i <br />' LOG OF BORING NO. B3 • <br />CLIENt Pa e 1 of 2 <br /> ARCHITECT /ENGINEER <br />~ Dou and Darwin Derr <br />' SITE N/E Corner of Balsam Avenue 8 8th St <br />t <br /> ree PROJECT <br /> Greele ,Colorado <br /> Derr Grave l Pit <br /> SA MPtE 8 TESTS <br /> <br />DESCRIPTION J <br />~ <br />} <br />w ~ <br /> <br />a ~ ~ <br />N <br />W o: <br />~ ~ <br />` ~ <br />~ ~ <br />Z ~~ <br /> N j o p ~ <br />~ o: <br />~~ VW <br /> <br /> <br />S„~j~Y LEAN CLAY trace GRAVEL <br />O <br />~ <br />2 }. <br />F- W <br />LC p <br />N m <br />~ U } <br />~ <br />~~ ~ (/f <br />I 5 Tan ra moist to wet stiff to ve stiff <br /> SILTY SAND with .Qe~~i <br /> Tan, brown, moist to wet, loose to medium <br /> dense s <br /> <br />I <br />'Classified as Poorly Graded Gravel with 1 A <br /> Sand <br />I to 2 AC <br />(~ 15 3 AC <br /> ~ <br /> 4 AC <br />~, <br />. <br /> l ~ 5 <br />AC <br /> •~ <br />' Classtfied as Well Graded Gravel with 30 <br />8 <br />AC <br /> Sand <br /> i s <br /> ~ 7 AC <br /> 8 AC <br /> ~ 9 AC • <br /> <br /> <br /> SD <br /> Continued Next Pa e <br />r'3 The stnditlca8on Nas roprosertt`the sAPr'codmace boundary Imes <br /> betw een sop and rogi ~: U+-situ, !hs tronskbn may be produel. <br />WATER LEVEL OBSERVATIONS, ft 80RING STARTED <br />11-t3-01 <br />~ ~~ ~ ~ ~ <br /> <br />~_ <br />BORING COMPLETED <br />C 11.6-01 <br />~ .~JL ~ ~ ~~ ~~ :: <br />~~ <br />"- <br />.. <br />RIG <br />LW qR FOREMAN ARS <br />WL <br />APPF20VED DAR JOB # 2 <br />0015242 <br />