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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 />i <br />i <br />LOG OF BORING NO. 1 <br />pa e ~ of 2 <br />CLIENT ARCHITECT /ENGINEER <br />Dou and Darwin Derr <br />SITE N!E Corner of Balsam Avenue 8.13th Street PROJECT <br />Greece Colorado Derr Gravei Pit <br /> SAMPLES 'rESTg <br /> DESCRIPTION ~ ~ ,~ ~ ~ ~ ~ <br /> <br />o. ~ <br />~ <br />N u~ <br />~ <br />w '~' <br />~ z <br />~~ a: ~ <br />~ Z <br />~ pz u~ <br />~ rox. Surface Elev.: 4628.64 ft o ~ z ~ ~ uai m ~ v o 8 ~ ~ <br /> SILTY CLAYEY. S}~ND trace GRID/ L <br /> Tan, brown, dry to moist, Ioose <br /> 4 • Intermittent Sand Lean Cla La ers 4.5 <br /> S w 5 <br /> Tan, brown, moist to wet, loose to medium <br /> dense <br /> <br /> " Classified as Poorly Graded Sand with tp <br /> Gravel <br /> 15 <br /> 20 <br /> l• 2 <br /> <br />SILTY sANO trace GRAVEL 25 <br /> • • Tan, brown, moist to wet, loose to medium <br /> '• dense <br /> '% so <br /> <br /> 35 <br /> <br /> • Classified as Weil Graded Sand with Silt qp <br /> <br /> i. <br /> <br />n • '• 48 457 5 <br /> <br /> St7 <br /> Continued Next Pa e <br />v The strstl8cation Unes represent the approximate boundary Iines <br /> between soli and rock types: in-eRu, the transition maybe greduel. <br /> WATER LEVEL 06SERVATIONS, ft ~ BORING STARTED 11-5-01 <br />WL Y 4 WD ~ 3.8 AB ~ BORING COMPLETED 11-5-01 <br />WL ~ ~ ~ ~~~~~~~ RIG CME-75 FOREMAN ARS <br />~ • Water Checked 24 Hrs. A6 APPROVED DAR JOB # 20015242 <br /> <br />t <br />i <br />1 <br />F <br />f <br />l <br />i <br />