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~ BORING LOG
<br />/
<br />"_ ~ Drill Rig: ABC, HURRICANE Date Drilled: 7/7198 Logged By:
<br />AdrianBrown
<br />-~•••-~ •••~.•••~-•y~•~••--°W-••••~~- Boring Dia: 8 Inches Boring Number: DCAL-02 ED DOMAGATA
<br /> Blow Recovery Depth
<br />c
<br />Completion Ldhology Description
<br />v Counts Feet
<br />
<br /> SANDY CLAY, coarse-grained, light brown, progressing b
<br /> NA 75% ravel) to soil d
<br /> COAL d railed black
<br /> SANDY CLAY, coarse-grained, light brown, with intermbced
<br /> 5 red/brawn sandstone f menu d
<br /> COAL de railed black
<br /> NA 95% li
<br />i
<br />S
<br />N
<br />Y CL
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<br />b
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<br />rown, s
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<br />A
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<br />A
<br /> SANDY CLAY, fine-grained, dark brown, w8h very coarse
<br /> sands dis rsed throw hoot ve stiff moist
<br /> NA 90% 10 SILTY CLAY, dark brownlgray, with very coarse sands
<br /> dispersed throughout, slightly moist
<br /> :;,.
<br />
<br />.: ::,.
<br />
<br />..:::
<br />~ ~
<br />SANDY CLAY, coarse-grained, dark brownlred, wmpacled,
<br /> .,.
<br />~yerymors---- -------------~~
<br /> ~ ~ i CLAY carbonaceous brovmlblack
<br /> NA 80% ~ ~ i SANDY CLAY, mediumgrained, light brown, saturated
<br /> 5
<br />
<br />•^
<br />>: 1 SANDY CLAY, fine rained, carbonaceous, dark hrovm,
<br /> .
<br />::.
<br />~'~ .
<br />:.:.
<br />~ wm ailed, saturated ~ ~
<br />---p -- -----------------------~
<br /> NA 1%
<br /> :,.
<br />::.
<br />~ :.
<br />:.
<br /> ~"
<br />.':.' .~;`: ~ ~ A_ND_Y_C_LAY finp~rained b_rovm,saturated
<br />~ -1 - i 1
<br /> NA 50%
<br /> ~ ~ SANDY CLAY, fine-greined, brown, saturated
<br /> _SANDY CLAYS coarsegrained, dark browny com~acted~moist_ ,,
<br /> :~. '~
<br /> . .
<br />
<br />:.
<br />..:.
<br />25
<br />SANDY CLAY, medium rained, brown, saturated
<br /> SANDYCLAY fin rained ra Ibrown s6H moist
<br /> ~ SANDY CLAY medium rained brown saturated
<br /> SANDY CLAY fin rained ra Ibrovm stiff moist
<br /> NA
<br />.:. 5% 30
<br />
<br />:;: ::,.
<br />;:,
<br />__SANDYCLAYymedium-g-rainedybrown~saturated
<br /> no samples retained, saturated zone
<br /> 35
<br />Completion Notes: Site:
<br />2.00" ID Sch 40, 0.010" slotted PVC screen 15 ft to 50 ft BGS; Sch gIG ELK
<br />40, solid PVC casing 1.5 ft AGS to 15 ft BGS; 20-40 silica sand fiker-
<br />pack 11 ft to 50 ft BGS; hydrated bentonite seal 0,5 ft to 11 ft BGS; Alluvial Groundwater Characterization
<br />8" ID x 5 ft steel monument driven over well (1.6 ft stick-up) and HAYDEN, COLORADO
<br />painted; Concrete monument pad GS to 0.5 ft BGS; Well capllocking
<br />ll
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<br />cover
<br />a
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<br />.
<br />monumen
<br />ns
<br /> Project No.: 1463C Page 1
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