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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 />