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TH -5
<br />5025
<br />EL= 5023.19 TH -4 TH -3
<br />TH -17
<br />EL= 5022.11 EL= 5021.22 TH -16 TH -2 TH -15
<br />0.3 0 3 EL= 5020,45 EL= 5020.35 EL= 5020.04 EL= 5019.83 5020
<br />5025 TH -18
<br />EL= 5019.00 y
<br />TH -9 TH -6 3.8 > 2.0 ' 10 2.5
<br />solo EL= 5017.32 TH-8 TH -7 EL= 5016.84 >• 12/12 36/12" 10 '.4.0
<br />a .
<br />b e .
<br />3.5 ..
<br />TH -13
<br />.e .
<br />4.0 TH -14
<br />5015
<br />0.5 EL= 5014.73 EL= 5014.70 03 t TH -1 EL= 5012:08
<br />Sots 2.5 10 0.3 1.5 4.0 17/12" .5t e St 1 B p EL= 5010.87 0.5 8 / 26 / OS EL= 5010.68 5010 TH -11 TH -10 1.5 8 / 1 2 4 9.0 7 6 8 / 26/ 05 TH -12
<br />EL= 5010.12 23/12' 17/12" 2.5 EL= 5006:81
<br />EL= 5008.88 2.0
<br />2.5
<br />Soto 0.5 ,p 35/12" e 37/12 a 8/23/05 �: L 49/12" 14.0 14 0 4 0` 18 °- - 200 =5.8 3/12 23
<br />0.5
<br />d 12" 21 '. :. 32 m 5/12,. 5005
<br />g 0.5 30/12" e 8/24/05 q 8/23/05 e. 18/12 0 - 200 =4.5 8/23/05 8/24/05 8/24/05 8/26/05 8/24/05 d 8/22/05 0
<br />1
<br />.'. ,, a o 50/6" P / O5 8/23/05
<br />o m. p O. b
<br />soon 49 12 a 21/12" 200 =4.8 28/12 10.3 m 1 / / 2 1 15/12"
<br />00
<br />/ a 9 12 61/12' 13.5 14.0 8/26/05 25/12" e. 19 e 9 q - 200 =4.8
<br />8 22/05 e 8 24
<br />3 6 1 0 0
<br />8/23/05 / a� 12.0 12.32 / / 35/12 - 200 =5.3 0 21/12" .q< 50
<br />a .{ 16 12' e' _ e or 8.0
<br />0 8/23/05 8 � ;
<br />5000 24/12" 10.0 Z ` 8/23/05 17.0 47/12" ; 15.0 Z 76/12" , 15.5 9 4.0 / 4 -zoo =1 2 / 1 w
<br />/ a e �
<br />a .. g d 22 8 q 79 1
<br />' 9/12 .. 1 .0 W �.. .y P a 8/12„ 1 ' v 4 � ages
<br />' 50/3'' 49/12 T a 27.0 19 -04 6 5
<br />„
<br />50 5., ; 13.5 e / a / 0
<br />22.0 - 1 1 e a a
<br />K= 1 .4 x 10 -4 Z 50 /fi" 20.0 TL 29.0 Z a a 14.0
<br />4995 / 'c 38/12" o 28.0 'p 88 1
<br />80 /11' Y W 31.0 4 4/12 o h 4990
<br />14.0 -
<br />. Z 50/8' ', 25 0 56/12" 25.5 e' � o '
<br />W .> a. 20.2 W
<br />4990 81/11' 20.4 50/4" q 19.8 4 57/4" 35.5 46/6" 34.0 T q 70/9" 74/12' 20.5 Z
<br />4965
<br />/ o G
<br />4965 35.5 W ' o
<br />Z 50/4" 39.8 :` 39.0 a ° ," 30.0
<br />/ 'e - 200 =8.2 0960
<br />/
<br />'e
<br />88/10" 42.0 Z
<br />4980 83/1 o.
<br />1 40.4 77/12"
<br />49 5
<br />/ 45.5 '° b 46.0 ���
<br />0 39 0
<br />4915 • '.y 4970
<br />6
<br />4970 53.0 °• 54.0 Z 60 45.0 W 4965
<br />.m 79/6" 155.5 ,
<br />48.0 W ?
<br />56.0 W 50.5 4960
<br />4955 r. Z rd Z ° 71/ 8"
<br />99/9" 60.3 52.5
<br />50/3" v 6.1 .5 Z 62.0 Z ; 54.5 Z
<br />4960
<br />r 80 /8" �'.' 54.8 '
<br />r
<br />4
<br />50/4" 65.0
<br />r
<br />' 50/6" ' 60.0
<br />' 70.0 T : 4950
<br />TL
<br />08 -22 -051 WATER LEVEL AND DATE MEASURED
<br />W APPROXIMATE BOTTOM OF WEATHERED BEDROCK ZONE
<br />T
<br />Permit #:P-r)(-)Z- i Confidental ?:
<br />Class: ht�;a /)) C2 MV#
<br />From: ` .,t t m m ITV Top: r_V,
<br />Doc. Name: ,.uG,��:�- i,, �0
<br />`. 016l4+NU 6JCOA0,041z,
<br />Doc. Date (if no date Stamp): "174cr JSection /Exh
<br />Inspection Date Specialist: tal rK
<br />TP -16
<br />EL= 4828.7
<br />TP -5
<br />0.25 5025
<br />EL 4828.7
<br />TP -6
<br />PI =14
<br />-200=3
<br />TP -3
<br />TP -4
<br />:205
<br />EL= 5021.71 TP -7
<br />.6
<br />5025
<br />TP -1 TP - 2
<br />EL= 5020.69
<br />EL= 5021.40
<br />0.25 PI =29 EL= 5020.40
<br />TP -12
<br />6
<br />5020
<br />r"
<br />w
<br />EL= 5020.25 EL= 5020.27
<br />0.25
<br />- 200 =66.5 0.25
<br />EL= 5017.09
<br />v
<br />020
<br />0.25
<br />0.5 0.625
<br />0.25
<br />PI =8
<br />200 =56.6
<br />2.5
<br />`
<br />- 200 =1.4
<br />PI =18 TP -8
<br />TP -,` 9 TP -" 10
<br />- 200 =4.6 EL= 50tom'. 4
<br />0.25
<br />0. 25
<br />PI =26
<br />3'0
<br />.40
<br />2.91 EL= 013.69
<br />TP -11
<br />550015
<br />a a
<br />- 200 =75.3
<br />m
<br />0.25 0.25
<br />EL= 5011.62
<br />4 , o
<br />TP -14
<br />o
<br />; ,
<br />P1 .5 1_
<br />P200
<br />2.5
<br />TP -3 EL= .
<br />TP -15
<br />w5015
<br />200 =26.5
<br />=43.6
<br />P1= 37
<br />,6.5
<br />EL= 5008.58
<br />EL= 5008.52
<br />i
<br />o
<br />.
<br />- 200 = 87.7
<br />0.25
<br />- 200 =1.3
<br />0.25
<br />5010
<br />- 200 =2.2
<br />10.25
<br />a
<br />500�5
<br />v
<br />e
<br />15000
<br />5005
<br />5000
<br />NOTES:
<br />LEGEND:
<br />1. EXPLORATORY BORINGS TH -1 THRU. TH -18 WERE DRILLED AUGUST 22 THRU AUGUST 26, 2005
<br />CLAY /CLAYEY SAND, MEDIUM STIFF DENSE,
<br />MOIST TO VERY MOIST, BROWN TO DARK BROWN,
<br />USING A TRUCK- MOUNTED CME 75 DRILL RIG. BORINGS WERE DRILLED WITH 4.25 -INCH I.D. HOLLOW
<br />SANDY CLAY /SILTY
<br />SLIGHTLY- MODERATELY PLASTIC OVERBURDEN, (CL,SC)
<br />STEM AUGERS.
<br />SANDY GRAVEL /GRAVSWYSMND, S N SCATTERED GRAVEL,
<br />LOCALLY NO GRAVEL, LOOSE TO VERY
<br />DENSE,
<br />WERE PERFORMED AT THE LOCATION OF TH -1, TH -6 AND TH -9 ON AUGUST 25, 2005.
<br />MOIST WET GM)
<br />2. PACKER. TESTS
<br />CLAYEY SAND, SANDY CLAY, MEDIUM STIFF., WET,
<br />BROWN, (SC)
<br />3. ALL EXPLORATORY LOCATIONS AND ELEVATIONS WERE SURVEYED WITH THE EXCEPTION OF TP -5, AND
<br />MUD LENSE,
<br />TP -16, WHICH ARE APPROXIMATELY LOCATED.
<br />L CLAYEY SANDSTONE /SANDSTONE BEDROCK, HARD, WEATHERED
<br />AT CONTACT, DAMP, BROWN /TAN
<br />4. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN TYPES AND TRANSITIONS
<br />CLAYSTONE /SILTY CLAYSTONE BEDROCK, HARD, WEATHERED AT
<br />CONTACT, PLASTIC, DAMP, GRAY /DARK
<br />GRAY
<br />MAY BE GRADUAL.
<br />DATES INDICATED.
<br />5
<br />TO SITE MINING E
<br />GROUNDWATER LEVELS WILL FLUCTUATE SEASONALLY AND DUE
<br />DEWATERING OPERATIONS.
<br />6. LABORATORY TESTING: -200 = % PASSING THE #200 SIEVE
<br />n
<br />LL = LIQUID LIMIT, %
<br />gECEIVEa
<br />PI = PLASTICITY INDEX, %
<br />GNP = GRANULAR NONPLASTIC
<br />2CC6
<br />APR C 3
<br />12 STANDARD SPLIT SPOON SAMPLE. NUMBER INDICATES 12 BLOWS OF A 140 LB
<br />and GeOlogr
<br />HAMMER FREE FALLING 30- INCHES WERE REQUIRED TO DRIVE THE SAMPLER
<br />}ivision vt minrrels
<br />1 -FOOT OR THE INDICATED INTERVAL.
<br />INTERVAL OF PACKER PERMEABILITY TEST (CM /SEC)
<br />K = 8.5 x 10 -6 T
<br />TL = FORMATIONS WATER UPTAKE TOO LOW TO MEASURE
<br />STAGECOACH RESERVOIR
<br />08 -22 -051 WATER LEVEL AND DATE MEASURED
<br />W APPROXIMATE BOTTOM OF WEATHERED BEDROCK ZONE
<br />T
<br />Permit #:P-r)(-)Z- i Confidental ?:
<br />Class: ht�;a /)) C2 MV#
<br />From: ` .,t t m m ITV Top: r_V,
<br />Doc. Name: ,.uG,��:�- i,, �0
<br />`. 016l4+NU 6JCOA0,041z,
<br />Doc. Date (if no date Stamp): "174cr JSection /Exh
<br />Inspection Date Specialist: tal rK
<br />
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