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+6516.1 <br /> JD MWA-1 <br /> SECTION 21 <br /> J2r„ +s4 S W <br /> +6539.E � / 2000 Ft. <br /> Qo <br /> o? DS <br /> J 9a <br /> MW <br /> S 1 - TH7 7 <br /> z <br /> a / <br /> 6 <br /> +6549.1 yd�, NE FOUL PNO PGGESS ROPO -1 \ <br /> 50Q P1P <br /> Fl <br /> PRODUCTION W_ W-1 0 <br /> WELL REMp 62n. <br /> S Fe f w +6260.5 <br /> +6543.5 W- AM-2 <br /> / +6 .1 <br /> '�c�o pti W- �p6e <br /> W-5 Py°,day +628I.4 <br /> v•� WP�p <br /> W <br /> +6572.0 W-6 NE +62878 <br /> / ,Gz S T 2 _ <br /> SECTION 19 <br /> + 573.3 +6291+6 +630.5 <br /> FRe� 1 <br /> + 71.0 wgl�.R <br /> 'aph'p 6294.5 +64212 <br /> +6 5.7 <br /> +6444.1 <br /> +6497.6 +6466. <br /> • / +6303.3 <br /> +6521.2 NATURAL \ +6J0) <br /> 1 <br /> GAS PIPELINE <br /> +63 V.7 <br /> +6306.E <br /> +6511.9 +6467.0 <br /> + 37.1 -\ <br /> 6525.5 ®103 6531.4 +6 <br /> + +64B5.B <br /> ELL 6311.5 <br /> 529 <br /> ng 6507.4 <br /> Z� <br /> + 20.6 Pa <br /> TO 1 <br /> p <br /> +6499.9 +6511.8 +8316.9 <br /> ONOY 2 4 1999 <br /> Division of Minerals&neology <br /> + .s 0-1 <br /> P-2 <br /> SECTION 30 6457, C O 9 +63268 <br /> + <br /> +641 3 +63320 <br /> I +6333.9 <br /> 114 <br /> SW-1 -- -- - <br /> +6342.9 <br /> +6339.2 <br /> AM-1 <br /> Permit Confidental?: <br /> Class:C• e 2-t-La-1 Type-Seq. <br /> +6+6371 .2 From: To: k <br /> +6363.e `�;�s +6J43.7 Doc. Name: <br /> Doc. Date (if no date stamp):_ <br /> Photography Date- October 20, 1987 Specialist: <br /> +6354.4 +6346.4 <br /> ` TOWNSHIP 1 SOUTH, RANGE 98W OF THE 6TH PRINCIPLE MERIDIAN <br /> LEGEND <br /> SW-1- Section <br /> Water Monitoring Station Township line --- Road, paved <br /> SW-2- <br /> Section line <br /> AM-1• Shallow Monitoring Well Road, gravel <br /> MWA-1 ■ Deep Monitoring Well + 6328.0 Spot elevation Trail <br /> TH75-7A Existing Wells Contour, Index Treeline <br /> and intermediate <br /> r�a � Fence <br /> DSW-1♦ Process Monitoring Well Depression - <br /> / \ Culvert <br /> WSW-1- Water Supply Well --_ Inc. <br /> Drainage AmerAlia, <br /> 17= Building <br /> 0 500' 1000' 1500' 2000' SP-1Q Spring Canal Sheet outline REVISED FIGURE C-1 <br /> PILOT PLANT <br /> GRAPHIC SCALE Prepared By Nichols Associates, Inc. Phone 970-245-7101 March. 1999 email: nai®acsol.net PROJECT PLOT PLAN <br />