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BORING LOG <br />~~ Drill Rig: ABC, HURRICANE Date Drilled: 7/3/98 Logged ey: <br />AdrianBrown <br />•••--~••.•~•=-•,:,"=••-•••-•~~•"••-••-•• •• Boring Dia: 8 Inches Boring No: BGAL-02A ED DOMAGATA <br />v Blow Recovery Depth <br />o Completion Lithology Description <br />U Counts Feet <br /> <br /> SILTY CLAYEY TOPSOIL, brrnvnlblack, traces of organic <br /> NA 70% I I I <br />I material near top of interval, moist <br /> I <br />I <br />--------------------------------- <br />SILTY CLAYEY TOPSOIL, dark brown, salu2ted <br /> 6 <br /> --------------------------- <br />----- <br /> NA 95% - <br />SILTYCLAYEY TOPSOIL, dark brown, stiff, moist <br />--------------------------------- <br /> nosamples retained, saturated zone <br /> 10 <br /> <br /> 16 <br /> NA 096 <br /> 20 <br /> 25 <br /> ~° <br /> NA b SILTY CLAY, brown, saturated <br /> SILTY CLAY, graylbrown, with intennaed gravels and red <br /> stainin saturated <br /> NA 0% 30 no sample retained, saturated zone <br /> SANDY CLAY, fine-grained with sandstone gravels, light <br /> broom, saturated <br /> NA 80% <br /> <br /> 35 SANDY CIAY, fine-grained, brown, with redlbrovm pockets o1 <br /> si eta saturated <br /> SANDY CLAY, fine~grained, dark brown progressing to fight <br /> gray, with sandstone fragments progressing to degraded <br /> sandstone moist <br /> <br />Completion Notes: Site: <br />2.00" ID Sch 40, 0.010" slotted PVC screen 10 ft to 35 ft BGS; Sch gIG ELK <br />40, solid PVC casing 2.5 ft AGS to 10 ft BGS; 20-40 silica sand filter- <br />pack 10 ft to 35 ft BGS; hydrated bentonite seal 0.5 ft to 10 ft BGS; Alluvial Groundwater Characterization <br />8" ID x 5 ft steel monument driven over well (2.5 ft stick-up) and HAYDEN, COLORADO <br />painted; Concrete monument pad GS to 0.5 ft BGS; Well capAocking <br />i <br />t <br />ll <br />d <br />monument cover <br />ns <br />e <br />. <br />a <br /> Project No.: 1463C Page 1 <br />