Laserfiche WebLink
CONTROL POINT <br />NORTH 1/4 CORNER, SECTION 25 T1N, R67W <br />OF THE 6TH P.M. FOUND 2" ALUMINUM CAP <br />IN RANGE BOX - L.S. NO. 23027 <br />ASS. EL. 4941.4 <br />NORTHING = 9975.56 <br />EASTING = 7375.04 <br />-OKI 4933.0 WILDCOUNry N)W • 40" <br />SLURRY WALL <br />CAP CROSSING 1 <br />N 9915,2v, <br />4 <br />E 8976. <br />(SEE DETAIL SHEET 3) ,49M2 <br />M60 <br />minim <br />mw <br />b 61, <br />14 1� <br />i. gill <br />CONTROL POINT <br />NORTHEAST CORNER, SECTION 25 T1N, R67W <br />OF THE 6TH P.M. FOUND 2" ALUMINUM <br />CAP IN RANGE BOX - L.S. NO. 25937 <br />ASS. EL 4933.50 SLURRY WALL <br />NORTHING = 10000.00 F CAP CROSSING 2 <br />EASTING 10000.00 <br />403&7 44TU <br />_55' OR AS <br />DIRECTED <br />LD <br />L <br />00 S <br />CONTROL POINT <br />NORTHEAST CORNER, WEST 1/2, NORTHWEST 1/4 SECTION 30, <br />T1 N, R66W OF THE 6TH P.M. FOUND <br />1 3 1/4" ALUMINUM CAP (ILLEGIBLE) <br />:D ACCESS ASS. EL. = 4939.V <br />NORTHING = 9998.93' <br />EASTING = 11403.43- <br />BANK PROTECTION <br />(SEE DETAIL -SHEET. 5 <br />4930.1 0� <br />WALL <br />Aim t, <br />4M.2 <br />P3 <br />113v kmim.j <br />e <br />CAP CROSSING 2 N 9722.4t!� <br />APPROXIMATE LOCATION SHOWN BANK PROTECTION (SEE DETAIL SHEET 3), 49314 E 10797.76 + <br />FINAL LOCATION M BE DETERMINED (SEE DETAIL SHEET 5), <br />BANK PROTECTION <br />41 <br />BY ENGINEER IN THE <br />0 :�' I . APPROXIMATE LOCATION SHOWN - FINAL <br />OOF *.NOT PART OF THIS 01 ;I., <br />LOCATION TO BE DETERMINED <br />j 1 932,7 BY ENGINEER IN INt HtLJU <br />*NOT PART OF THIS CONTRACT' x 49=4 <br />% <br />PHONEP <br />IMATE LOCATIONS OF BURIED <br />PHONE AND ELECTRICAL LINES <br />SCALES '40zx7 <br />lu <br />493&1 <br />4933.5 <br />j P <br />I I <br />Z� N49479.50 <br />1 <br />W E 10863.86 <br />NORMAL WATER ELEV - 4929. 4632.. <br />40=5 I PERRY PIT <br />SURFACE AREA = 50.47 ACRE <br />vvv CT^DAn <br />Vol 0 x � l 19u.b <br />r ;'W <br />PROPOSED SLURRY WALL <br />41P.3 <br />43�4 <br />X 4=A <br />F <br />.41 N 'WAZ I <br />Q34.t OnS A939 ti N (j <br />31A k 10 <br />49X3 <br />4 & J <br />Ows <br />;,XCEL --ENEFV,,T, I, <br />49J34'. Y ^fi <br />Z; 4W4 5 <br />M.l 493Z3 <br />24+ <br />x4} <br />SLURRY WALL•; <br />17 <br />CAP CROSSING 2 ej <br />4QU? <br />4M.5 <br />x 4"4 <br />6 �O <br />SLURRY WALL <br />GAS WELL PROPERTY LINE <br />CAP CROSSING 2 4 <br />W4.0 (SEE DETAIL SHE- `5% PERMIT BOUNDARY <br />x �14 <br />SLURRY END WALL m <br />5' INTO 0WROCK ppo-ft <br />44.k%l <br />V <br />274- <br />N 8825.46 3 <br />L 11900.13 <br />Q �k <br />PROPOSED SPIL <br />SLURRY WALL V (SEE DETAIL SHEET <br />• CAP CROSSING I *NOT PART OF THIS CO-WRACT <br />­(SEE DETAIL SHEET 3) 4 <br />'RESERVOIR CONTOURS SHOWN ARE APPROXIMATE <br />P7,4937.9 j FINAL LOCATION TO BE DETERMINED AFTER 2ng+v <br />THE COMPLETION OF MINING 29+41�7111 <br />N 8617 93' 1 4 4 _1 <br />PT <br />E 8849.27 f <br />00 <br />zf <br />P" Ll <br />x4#U2 <br />x <br />x <br />NMI <br />Ll 4 13 <br />a Wow =on om ammo � 1111= m� <br />APPROXIMATE <br />RELOCATED LUPTON-_�,�N <br />4"14 ;+ <br />BOTTOM DITCH 493� Z7 L 25' �j I \;BEGIN S�URRY <br />1 It SLURRY WALL <br />Pmr42 (MIN.) BEGIN INTO <br />CAP CROSSING 1 BEDROCK <br />"A <br />(SEE DETAIL SHEET 3) P6 <br />N 8474.61 <br />E 9889.64 <br />LINE TABLE <br />LINE <br />LENGTH <br />BEARING <br />Lt <br />277.51 <br />S8r37*19"E <br />L2 <br />5975-5 <br />N89*28'00"E <br />L3 <br />78.26 <br />N6TO7'43"E <br />L4 <br />354.46 <br />$89*57'26"E <br />L5 <br />188.55 <br />S4,TOO'00 mE <br />LIS <br />70.54 <br />S86'07'42*E <br />L7 <br />212.71 <br />S15*13'04*E <br />LIS <br />189.20 <br />SO5650,19i'W <br />L9 <br />107.43 <br />S46*28'08"W <br />L10 <br />204.49 <br />S0421'21"W <br />L11 <br />168.76 <br />S00`00,000 <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 />N 1 3*46'20"E <br />L17 <br />46.66 <br />N29'I O'l YE I <br />L18 <br />63.63 <br />N17*52'01 <br />L19 <br />661.07 <br />N04!44'32 <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 />S8TO4'39*E <br />25.40 <br />C2_ <br />38.99 <br />100.00 <br />22'20'1 7w <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*09V <br />39.73 <br />C4 <br />78.47 <br />100-00 <br />44-57'26* <br />41.38 <br />N6728'43V <br />76.47 <br />C5 <br />71.78 <br />100-00 <br />41'07'42* <br />37.52 <br />S6533'51 "E <br />70.25 <br />CIS <br />123.76 <br />100-00 <br />170'54'39- <br />71.21 <br />1 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 '23V <br />73.09 <br />C8 <br />70.91 <br />100-00 <br />40r37'490 <br />37.02 <br />N26*09*13*E <br />69.44 <br />C9 <br />147.00 <br />200.00 <br />44-06'47- <br />77.00 <br />S2524*44"W <br />143.72 <br />CIO <br />22.81 <br />300-00 <br />4.21'21" <br />11.41 <br />SOT 1 0'40"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 />S89'06*38*E <br />25.90 <br />C13 <br />31.08 <br />500.00 <br />3-33'40" <br />15.54 <br />N89'24*25V <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!32100" <br />332.86 <br />S4829'4O"E <br />309.79 <br />C16 <br />80.63 <br />300-00 <br />15-23-54- <br />40.56 <br />S2 1 *28'1 6nW <br />80.38 <br />C17 <br />82.10 <br />100-00 <br />47'02'1 4" <br />43-52 <br />N05*39'06"E <br />79.81 <br />C18 <br />68.72 <br />300-00 <br />13-0730- <br />34-51 <br />S1 1'18'16 "E <br />68.57 <br />C19 <br />169.51 <br />100.00 I <br />9T07'13" <br />113.27 <br />S43*49*05"W <br />149.93 <br />PC 31+54M <br />�.__ -.- _..`.. 'x 171.3 ' i /ice; +t,. I "4•s •- ',i •5' , <br />I v I <br />IL <br />20' J SLURRY WALL <br />CAP CROSSING 1 <br />(SEE DETAIL SHEET 3) <br />8481.87 <br />E 10589.80 <br />LEGEND: <br />iliIIIIIIIIN11, PROPERTY LINE <br />-P 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 />SLURRY WALL CAP CROSSING 2 - SEE DETAIL 3 (SHEET 3 OF 10) <br />0 PPA-01 LOCATION OF TEST HOLE <br />SURVEYING PROVIDED BY LANE ENGINEERING SERVICE. INC. 2003, PROJECT C21-308 <br />sc4f Ii-100, <br />I' MM WMAL <br />100 50 0 100 200 3w <br />MU N FELT <br />JON 06 ?014 <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY <br />ccl- W <br />'z <br />IV <br />1 T4 <br />cc <br />_j <br />0 <br />L" <br />jr <br />z <br />a <br />_j <br />W <br />L <br />w <br />a0 <br />CL <br />w <br />OWW1� <br />-- <br />m <br />to <br />2 U) <br />IL <br />0 <br />3: <br />>. <br />0 <br />cc <br />W <br />w <br />- <br />x <br />J_ <br />w <br />Fi_ <br />9c, <br />Date: 02 02 04 <br />Job No: D02.065/02-125 <br />Drwm- site Ian TPY/WSS <br />DMK <br />checked CMA <br />A <br />u <br />1:1 <br />_-T <br />ccl- W <br />'z <br />IV <br />1 T4 <br />z <br />0 <br />Q <br />(f) <br />La <br />D <br />cc <br />_j <br />0 <br />L" <br />jr <br />z <br />a <br />_j <br />W <br />L <br />w <br />a0 <br />w <br />OWW1� <br />-- <br />to <br />2 U) <br />IL <br />0 <br />3: <br />>. <br />0 <br />cc <br />W <br />w <br />- <br />x <br />J_ <br />w <br />Fi_ <br />CL <br />z <br />0 <br />Q <br />(f) <br />La <br />D <br />415707 <br />I- I f �"�5- <br />Sheet <br />2 <br />o <br />Of.. 10 r <br />c <br />M 19qc) -09 ( <br />I T�b3 <br />_j <br />Y <br />Z: <br />L" <br />jr <br />_j <br />c\1 I <br />o <br />I- <br />< <br />- <br />_Zol <br />J_ <br />Date: 02 02 04 <br />Job No: D02.065/02-125 <br />Drwm- site Ian TPY/WSS <br />DMK <br />checked CMA <br />415707 <br />I- I f �"�5- <br />Sheet <br />2 <br />o <br />Of.. 10 r <br />c <br />M 19qc) -09 ( <br />I T�b3 <br />