|
LEGEND
<br />TH-1 TP-1 TH-2
<br />ELEVATION 10,695.4 10,693.2 10,695.0
<br />10700
<br />110695 rQV
<br />
<br />10690 INN
<br />4/12
<br />N
<br />
<br />w SZ :'- 50112
<br />w 10685 -
<br />LL
<br />..
<br />z
<br />z 69/4
<br />H 10680
<br />
<br />
<br />w -
<br />J
<br />W 60111
<br /> 10675
<br /> is Sat
<br /> 10670
<br /> [ 50/12
<br /> 10665
<br />TP-3 TH-3
<br />10,700.1 10,695.3
<br /> s
<br />
<br />8/12
<br />1112
<br />J-40/12
<br />21/12
<br />5014
<br /> PEAT, SOFT, HIGHLY ORGANIC, MOIST DARK BROWN (PT).
<br /> COVER MATERIAL, SAND, VERY LOOSE TO LOOSE, FINE TO COARSE GRAVEL, POORLY
<br /> GRADED, SLIGHTLY SILTY TO VERY SILTY, SLIGHTLY CLAYEY TO VERY CLAYEY,
<br /> SLIGHTLY GRAVELLY TO GRAVELLY, OCCASIONAL COBBLES AND BOULDERS, ORGANIC
<br /> MATTER, MOIST TO WET, GRAY TO BROWN, TOPSOIL (SM, MH, ML, SP-SM, SP).
<br /> TAILING, SAND, VERY LOOSE TO MEDIUM DENSE, FINE TO COARSE GRAINED, POORLY
<br />TP-4 TP-2 BP-1 GRADED CLEAN TO SILTY, OCCASIONAL GRAVEL AND COBBLES AND BOULDERS, MOIST
<br />5 10
<br />699.6 10
<br />10
<br />697
<br />695
<br />6 ELEVATION TO WET, YELLOW, YELLOW BROWN, YELLOW GRAY, TAN, BROWN TO DARK BROWN (SP,
<br />,
<br />,
<br />.
<br />,
<br />. SP-SM, SM).
<br /> SAND, LOOSE, VERY SILTY, HIGHLY PLASTIC, ORGANIC MATTER, MOIST, BROWN TO
<br /> 10700 BLACK (SM).
<br /> 00
<br />10695
<br />SAND, MEDIUM DENSE TO VERY DENSE, FINE TO COARSE GRAINED, CLEAN TO SILTY,
<br /> SLIGHTLY CLAYEY, GRAVELLY TO VERY GRAVELLY, OCCASIONAL COBBLES AND
<br /> BOULDERS, OCCASSIONAL CLAY LENSES, VERY STIFF, VERY SANDY, GRAVELLY, MOIST
<br /> Sz
<br />- 10690
<br />J TO WET, GRAY, BROWN, BLACK (SP, SP-SM, SM, SC CL).
<br /> N
<br /> F Q INDICATES WATER LEVEL MEASURED IN TEST HOLE AT TIME OF DRILLING.
<br />- - - - - 10685 w -
<br /> LL
<br /> z
<br /> z 4/12 INDICATES THAT 4 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE
<br />BOTTOM ELEVATION OF PROPOSED 10680 0 REQUIRED TO DRIVE A 3-INCH DIAMETER MODIFIED CALIFORNIA SAMPLER 12 INCHES.
<br />SEEPAGE COLLECTION POND
<br />W
<br />
<br />10675 W
<br /> INDICATES GRADUAL CHANGE IN MATERIALS. EXACT STRATA CHANGE NOT LOCATED.
<br /> 10670
<br /> INDICATES AUGER REFUSAL RESULTING IN TERMINATION OF TEST HOLE.
<br /> 10665
<br />NOTES:
<br />1. TEST HOLES TH-1 THROUGH TH-3 WERE DRILLED, AND TEST PITS TP-1, TP-2, AND TP-4 WERE
<br />EXCAVATED ON OCTOBER 12, 2005. TP-4 WAS IDENTIFIED AS A TRENCH DURING THE
<br />INVESTIGATION PROGRAM. TEST PIT TP-3 AND BORROW PIT BP-1 WERE EXCAVATED ON
<br />OCTOBER 13, 2005. ALL TEST HOLES WERE DRILLED USING A 5-INCH O.D. SOLID STEM AUGER
<br />WITH A 44NCH FINGER BIT. -
<br />2. TEST HOLE AND TEST PIT LOGS IN THIS REPORT ARE SUBJECT TO LIMITATIONS, EXPLANATIONS,
<br />AND CONCLUSIONS OF THE JANUARY 2006 URS CORP. GEOTECHNICAL REPORT.
<br />3. THESE TEST HOLE AND TEST PIT LOGS SUMMARIZE FINDINGS RELIED ON IN FORMULATING THE
<br />DESIGN CRITERIA PRESENTED IN THE JANUARY 2006 URS CORP. GEOTECHNICAL REPORT.
<br />GEOTECHNICAL DATA WAS COLLECTED, ANALYZED,
<br />AND SUMMARIZED BY URS CORPORATION.
<br />REFERENCE JANUARY 2006GEOTECHNICAL
<br />REPORT BY URS CORPORATION FOR ADDITIONAL
<br />INFORMATION.
<br /> OPAxCF eA. REFER 7bs dmwM mpemer wdh its Mmnt eAWn-meta hk W, Mw -esy M.." ImIM16 Fee Aemd Rem N By Dab W. UL Wb*Ww and Aadatw, Ina.
<br /> is the A oAwry nrw w aleweFn assmses V-. p w
<br />-M
<br />o?
<br />Ra. wn wmR m eddeR
<br />.ae . wR Climax Slud
<br />9a Management Project
<br />-1 Uk6ea Resources Engineers
<br />W y4 u.a Clime Mine
<br />ege.xFr enn
<br />U anww;se mm.AreaawAwsedeaeywnnena7Remwa RECORD z 8 emia oa sw ww.e r.,vmevwen 0nwe
<br />z
<br />W
<br />
<br />-
<br />wdh me tlient 6iled m the (AN ebtlc fl is f -W
<br />
<br />m2fwd m ft
<br />
<br />
<br />RAW ING
<br />
<br />e
<br />
<br />oiwm
<br />?
<br />
<br />sRx
<br />
<br />R.m,e Enwg
<br />
<br />Check
<br />
<br />CLIENT: Climax Molybdenum Co. - Climax, CO
<br />w #3 Dam Seepwater Pump System
<br /> erpassainMon Inddsheanelaempmdeced copied. D aw 9 N
<br />U. mmused formyorherp,wpesethen rawtwhfis DATE 10/30/07 w
<br />Q
<br />a
<br />n
<br />i
<br />Geotechnical 1051.23.01
<br />.
<br />rr .p-fi-ffy famished wWW the prig wM.. consentd «
<br />e?
<br />Test Hole and Pit L SmR D3PS-
<br />-??
<br /> saadw W MsehmaAsmdafes A I ogs As shown Q
|