CONTROL POINT
<br />NORTH 1/4 CORNER, SECTION 25 TIN, R67W
<br />OF THE 6TH P.M. FOUND 2" ALUMINUM CAP
<br />CONTROL POINT
<br />NORTHEAST CORNER, SECTION 25 TIN, R67W
<br />OF THE 6TH P.M. FOUND 2" ALUMINUM
<br />CAP IN RANGE BOX L S N
<br />CONTROL POINT
<br />NORTHEAST CORNER, WEST 1/2, NORTHWEST 1/4 SECTION 30,
<br />IN RANGE BOX - L.S. 10. 23027 - .. V. 25937 T1 N, Hubw OF THE 6TH P.M. FOUND
<br />ASS. EL. 4941.4 - _. _- - -_ _ ASS. EL. - 4933.50 SLURRY WALL 1 3 1/4" ALUMINUM CAP (ILLEGIBLE)
<br />NORTHING = 9975.56 NORTHING 10000.00 CAP CROSSING 2 ASS. EL. = 4939.1'
<br />FASTING = 7375.04 _ _. .. _ _ _ ..._ ..- -- -.. _. - - _ _.:..'__ .- . _ __... _- - FASTING 10000.00 - _ •RHO _ _ NORTHING = 9998.93
<br />• � - '- - - FASTING 11403.43-
<br />"19s,+ 193&9 WELD COUNTY ROAD 6 •4°3.e \ "N9&7 s -
<br />''°3J9 -- _.._.. _. _.....- .. P1__ _ -. - _SLURRY WALL - �_ 2.3
<br />- - N 9915.21-'-:. _ _ _ _ _. _,. _._ _:._. _ _ - ,rte-
<br />-.. _._ .._., 55 -
<br />CAP CROSSING 1 . -„ _ - _ _ ,
<br />OR AS 15
<br />.... • ry .. '
<br />E 8976.35 499n9 - - - o � � • DIRECTED - - i t.'
<br />-'� �� 991 (SEE DETAIL SHEET 9xw39 L - _ +� L a9. a�999999� rr �"
<br />+ _ �' -
<br />Y Y Y
<br />.99,3 `� �� ,i.� - i BANK PROTECTION
<br />• 99N-01
<br />�"--.rlr ., ,..- . is, .p , � . � �
<br />wy� ��9931i •� .r -+.r �.w. 9.9��' 3p• �� O SEE DETAIL
<br />'" -wrr w...aw.•w,ny;. .. ;.:..."HU „a%• _�'°�i/ � � , ,= i � r Nut .- � � ET
<br />_ 4 •
<br />i
<br />i N 9903.69
<br />%� / i � pC � 63+07�t E 9253.62 SLU�R�RY Wquw�i� ��4�pCb :0, � I •,033.2 ' '' � '' •
<br />O- I 1 150' MIN.
<br />..
<br />CAP CROSSING 2 I
<br />(SEE DETAIL SHEET 3) ^,, IF , , E 90797.76
<br />BANK PROTECTION >_ _ 49
<br />APPROXIMATE LOCATION SHOWN
<br />$I
<br />FINAL LOCA71 ENGINEER BE DETERMINED' (SEE DETAIL SHEET 5) ��_\
<br />I EER IN THE FIELD APPROXIMATE LOCATION SHOWN- � FINAL
<br />= (Ail :` �1 r *NOT PART OF THIS CONTRACTS �,1 .
<br />1 1 ", 1 TO BE DETERMINED
<br />�.
<br />LOCATION
<br />• a.� ' ! I ' 032.7 _ 2 { BY ENGINEER IN THE FIELD'"
<br />*NOT PART OF THIS CONTRACT ' 495J9 -., GM ,
<br />--
<br />- APPROXIMATE LOCATIONS OF BURIED
<br />PHONE AND ELECTRICAL LINES
<br />41�a
<br />n
<br />IB33.i
<br />SCALES
<br />%
<br />,,931 1 322 F/• I �I V_4
<br />i
<br />�'<
<br />% - i
<br /><. , 4324 % _ `� --
<br />P
<br />1• r . Q� �, , _ PERRY PIT ' `��,.: , �"s
<br />` N
<br />I � 4 9479.50
<br />- ' n 4930.9, I E 1
<br />-:.
<br />10863.86•
<br />! <O� 49M r NORMAL WATER ELEV = 4929.0
<br />SURFACE AREA = 50.47 ACRES .a I I j! , ! i !2 '~
<br />-STORAGE AREA = 1069.0 AC FT
<br />IQ1 +'TO , 2 • i 1 .
<br />r % x1A"tn rl � r,allJ2 ,B3s.b I I�('r �•, 1' 1 �:
<br />! ( f . • I I v
<br />PROPOSED SLUR RY WAL
<br />19329
<br />hill, ,930 911. K aV3h.L I` I " - j 4 , ` i,, l i •1 a. 4933.5
<br />I
<br />/i 11`�
<br />wx
<br />x as31.3 .� - i ■ 1, , .... ,f t� •1 `'" I1 x153 &S
<br />.vl
<br />11alb.4 CE � _.
<br />t , 40319
<br />,.
<br />%+? MIdb'Wa 4934
<br />�:: _ - 4�Y:) l __'_._ _. .> ,43.,1 4 . - 1 ..- _ -,+: ^. � _.- �s- �.•__.._�_....._.- ____�.� -_:'_ � < 1 �
<br />,q
<br />, I I ,�1•
<br />d
<br />"'EASEMENT
<br />-
<br />' x,93'6.31 � , i ^tA 4+;.. •,NS6i � Sa392 � -�,. i � �t.la; rV _
<br />r 99F0 f i ., iA 1 •4 -,` \:. ,�'
<br />x,2 1 f 1 ♦ .lil12
<br />SLURRY WALL.
<br />CAP CROSSING 2
<br />s
<br />, 4 1
<br />. x.93&• ; KN32.0 `'... n. { 51n ,,' : <a n /f.�l e Y. ff �t �.�� ., �-•_
<br />i
<br />1Yr'11
<br />I ti
<br />f��" �+s4►p°` 1 f I, IB77.9 �_' I � \ `.� � ,,
<br />SLURRY WALL t ♦ .M2
<br />GAS WELL �1 s 1 CAP CROSSING 2 I # �i.` �' ' �� PROPERTY LINE /
<br />11' r .i 9911.u9 ...:(SEE DETAIL SHEET 3 • V
<br />x SST 1
<br />END SLURRY WALL . �'+ i 1 -,1 #° q3•L ) PERMIT BOUNDARY
<br />I r 1 �,', Ov
<br />r' « a0 5' INTO BEDROCK V '�A 6 ` ( 92 >i no-&•, pf> / ✓` (/�
<br />✓'^
<br />�,� 1930.9 A , � ' � Y i •� f
<br />1
<br />L `N 8825.46
<br />I
<br />E 8900 13 1
<br />PC
<br />w
<br />,,IIp
<br />.* PROPOSED SPILLW
<br />SLURRY WALL t I% I' x I lit (SEE DETAIL SHEET 5) {
<br />CAP CROSSING 1 I
<br />! + I % ' *NOT PART OF THIS CpbTllTACT
<br />(SEE DETAIL SHEET 3)
<br />to ! RESERVOIR CONTOURS SHOWN ARE APPROXIMATE
<br />FINAL LOCATION TO BE DETERMINED AFTER
<br />THE COMPLETION OF MINING I ri .
<br />N 8617.93 saf +t20+8670 '
<br />1 E 8849.27
<br />" Ill 19 i + PC � 31 +6432 `,3, '1•
<br />d 911: ,': i j i933a
<br />x1932.4 `
<br />L14 L
<br />i19� 1�'3�.0 13 .� _ f_�• �''�`• ",;u9 _
<br />w3za APPROXIMATE �J. �.� i~. .a..� .� .� .� ;ir�� g 2,
<br />RELOCATED LUPTON •
<br />" _ _ \ x &9,3,1 I 1 N .,. 99�
<br />BOTTOM DITCH _ . -.. "°" I ' .` 25r o + BEGIN SLURRY +rr "*� ...11.* "' � ..
<br />{ 30' 1 SLURRY WALL : WALL 5' INTO 20' CAP CROSSING 1
<br />x,9Y` -9 "M329 `�. - _.'\ / ,' �,N / 103&7'11 4 !
<br />v�•.,x ,'
<br />,w�.•u ' / , x (MIN.) `,, ' 'CAP CROSSING 1 BEDROCK I • y�/ ,,{,._; , . '� "x ' • `E.
<br />;;� `"' �' ; / i l ; , 11; (SEE DETAIL SHEET 3) Ps (SEE DETAIL SHEET 3)
<br />\\') E 8474.61
<br />.64 I I I N 8481.87,;
<br />E 10589
<br />LINE TABLE
<br />LINE
<br />LENGTH
<br />BEARING
<br />Lt
<br />277.51
<br />S8737'1 9"E
<br />L2
<br />597.55
<br />N89'28'00 "E
<br />L3
<br />78.26
<br />N6TO7'43 0E
<br />L4
<br />354.46
<br />S89'57'26"
<br />L5
<br />188.55
<br />S45'0 0'00 "E
<br />L6
<br />70.54
<br />S86'07'42 "E
<br />L7
<br />212.71
<br />S15'13'04 "E
<br />L8
<br />189.20
<br />S05'50'19"W
<br />L9
<br />107.43
<br />S46'28'08"W
<br />L10
<br />204.49
<br />SO4'21'21 "W
<br />L11
<br />168.76
<br />S00'00'00 "E
<br />L12
<br />700.20
<br />S89'24'20°W
<br />L13
<br />129.40
<br />N8T37'35"W
<br />L14
<br />451.08
<br />S88'48'45"W
<br />L15
<br />147.32
<br />S69'14'20"W
<br />L16
<br />213.65
<br />N1346'20 "E
<br />L17
<br />46.66
<br />N29'1O'13 "E
<br />L18
<br />63.63
<br />N17-52'01"W
<br />L19
<br />661.07
<br />N04-44'32"W
<br />CURVE TABLE
<br />CURVE
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />TANGENT
<br />CHORD BEARING
<br />CHORD DISTANCE
<br />C1
<br />25.41
<br />500.00
<br />2.54'41"
<br />12.71
<br />S89'04'39"E
<br />25.40
<br />C2
<br />38.99
<br />100.00
<br />22'20'17"
<br />19.74
<br />N78'17'52 "E
<br />38.74
<br />C3
<br />39.99
<br />100.00
<br />22'54'51"
<br />20.27
<br />S78- 35'09"W
<br />39.73
<br />C4
<br />78.47
<br />100.00
<br />44'57'26"
<br />41.38
<br />N6T28'43"W
<br />76.47
<br />C5
<br />71.78
<br />100.00
<br />41'07'42"
<br />37.52
<br />S65'33'51 "E
<br />70.25
<br />C6
<br />123.76
<br />100.00
<br />70'54'39"
<br />71.21
<br />N50'40'23"W
<br />116.01
<br />C7
<br />73.50
<br />200.00
<br />21'03'22"
<br />37.17
<br />N04'41'23"W
<br />73.09
<br />C8
<br />70.91
<br />100.00
<br />40'37'49"
<br />37.02
<br />N26'09'13 "E
<br />69.44
<br />C9
<br />147.00
<br />200.00
<br />42'06'47"
<br />77.00
<br />S 5'24'44"W
<br />143.72
<br />C10
<br />22.81
<br />300.00
<br />4.21'21"
<br />11.41
<br />SOT10'40"W
<br />22.80
<br />C11
<br />117.03
<br />75.00
<br />89'24'20"
<br />74.23
<br />N44'42'10 "E
<br />105.51
<br />C12
<br />25.90
<br />500.00
<br />2'58'05"
<br />12.95
<br />S8TO6138 "E
<br />25.90
<br />C13
<br />31.08
<br />500.00
<br />3033'40"
<br />15.54
<br />N89'24'25"W
<br />31.07
<br />C14
<br />34.16
<br />100.00
<br />19'34'25"
<br />17.25
<br />S79'01'32"W
<br />34.00
<br />C15
<br />380.37
<br />175.00
<br />124'32'00"
<br />332.86
<br />S48'29'40 0E
<br />309.79
<br />C16
<br />80.63
<br />300.00
<br />15'23'54"
<br />40.56
<br />S21'28'16"W
<br />80.38
<br />C17
<br />82.10
<br />100.00
<br />47.02'14"
<br />43.52
<br />N05'39'06 "E
<br />79.81
<br />C18
<br />68.72
<br />300.00
<br />13. 07'30"
<br />34.51
<br />S11'18'16 "E
<br />68.57
<br />C19
<br />169.51
<br />100.00
<br />9T07'13"
<br />113.27
<br />S43'49'05"W
<br />149.93
<br />I I .80
<br />LEGEND:
<br />PROPERTY LINE
<br />EXISTING POWER
<br />EXISTING CONTOURS
<br />EXISTING FENCE
<br />4920 PROPOSED CONTOURS
<br />PROPOSED SLURRY WALL 3' INTO BEDROCK
<br />PROPOSED SLURRY WALL 5' INTO BEDROCK
<br />-- - - - - -- EASEMENT
<br />® SLURRY WALL CAP CROSSING 1 - SEE DETAIL 2 (SHEET 3 OF 10)
<br />W
<br />cc
<br />�
<br />n
<br />�
<br />}
<br />m
<br />s
<br />=
<br />o
<br />CC
<br />C
<br />�yy
<br />2Z
<br />N
<br />CL
<br />Y
<br />�
<br />�01
<br />_d
<br />w
<br />ao
<br />y
<br />L
<br />0
<br />W
<br />�
<br />g 3
<br />E..
<br />N
<br />°
<br />a
<br />03
<br />n
<br />m°
<br />r
<br />oz
<br />ly
<br />cc
<br />=
<br />I-
<br />W
<br />a
<br />a� r a
<br />u1
<br />"
<br />MCI
<br />02/02
<br />���:
<br />002.065/02 -1
<br />Dmm-
<br />site Ion) TPY /W
<br />ne31p:
<br />IT
<br />O�*
<br />Uc
<br />Cl
<br />o
<br />.p u o
<br />w
<br />U
<br />qq
<br />-a .�. fa, S�
<br />a
<br />v C
<br />Q
<br />N
<br />N
<br />4
<br />4
<br />.r
<br />c
<br />`e
<br />•e
<br />4
<br />z
<br />0
<br />U
<br />lJ
<br />� I Y
<br />2
<br />U
<br />cc
<br />a
<br />C
<br />o
<br />J
<br />}
<br />m
<br />CC
<br />2Z
<br />W
<br />W d
<br />z
<br />0
<br />w
<br />ao
<br />y
<br />L
<br />0
<br />W
<br />W
<br />O W
<br />E..
<br />N
<br />za
<br />a
<br />03
<br />cc
<br />r
<br />oz
<br />W
<br />cc
<br />=
<br />I-
<br />W
<br />a
<br />z
<br />0
<br />U
<br />lJ
<br />� I Y
<br />2
<br />U
<br />167 7
<br />© SLURRY WALL CAP CROSSING 2 - SEE DETAIL 3 (SHEET 3 OF 10) �ONA1
<br />0 PPA -01 LOCATION OF TEST HOLE
<br />SURVEYING PROVIDED BY LANE ENGINEERING SERVICE, INC. 2003, PROJECT C21 -308
<br />Sheet:
<br />SCALE 0 -100•
<br />1' CONTOUR NTBNAL
<br />100 50 0 100 200 aa 300
<br />SCNE N FEET � e � D OE 10
<br />- ?.Ql4 DIVISION OF RECLAMATION M I-I- Io - 6 Q
<br />NIIN;NG AND SAFETY - T1_03
<br />V
<br />PC
<br />o
<br />J
<br />}
<br />m
<br />a
<br />0
<br />w
<br />0
<br />0
<br />r
<br />oz
<br />Date:
<br />02/02
<br />���:
<br />002.065/02 -1
<br />Dmm-
<br />site Ion) TPY /W
<br />ne31p:
<br />DI
<br />Chmtc
<br />Cl
<br />167 7
<br />© SLURRY WALL CAP CROSSING 2 - SEE DETAIL 3 (SHEET 3 OF 10) �ONA1
<br />0 PPA -01 LOCATION OF TEST HOLE
<br />SURVEYING PROVIDED BY LANE ENGINEERING SERVICE, INC. 2003, PROJECT C21 -308
<br />Sheet:
<br />SCALE 0 -100•
<br />1' CONTOUR NTBNAL
<br />100 50 0 100 200 aa 300
<br />SCNE N FEET � e � D OE 10
<br />- ?.Ql4 DIVISION OF RECLAMATION M I-I- Io - 6 Q
<br />NIIN;NG AND SAFETY - T1_03
<br />V
<br />PC
<br />
|