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PAD CENTER POINT <br /> NORTH END OF PAD S TA.1+69.26 <br /> S TA.1+19.26 EL. 8558.54 SOUTH END OF PAD <br /> BEGIN ACCESS ROAD; EL. 8558.04 STA.2+19.26 <br /> MA TCH EXIST. SURFACE EL. 8559.04 <br /> STA.0+56.21 <br /> EL. 8554.17 MATCH EXIST. SURFACE <br /> STA.2+22.76 <br /> 8570 EL. 8560.79 8570 <br /> 8560 6.139 �0�ox — —�.1[u� — — — — — — — 8560 <br /> 8550 50.00' 2H.-1 V 8550 <br /> 100.00' <br /> 8540 8540 <br /> SCALE.- HORZ.• 1"=30'. VERT. 1"=30' <br /> W w W w U- W w � W w � W w L, W w U- w U- 8530 <br /> (D rl� Ln O Ln r .� <br /> Vj to co 10 Ln O 00 N pj �F OtA) co QO O •� <br /> 00 to <br /> 00 00 00 0000 0 <br /> 0+00 0+40 0+80 1+20 1+60 2+00 2+40 <br /> SECTION A-A' - MER 2020.01 <br /> County: Rio Blanco 0 <br /> ,*0000,010 <br /> Township 2S Range 10OW •���'t�LOW <br /> Section: 9 Quarter: NENE ' • <br /> ;Y 56930 <br /> P.M.6th • �• <br /> � Q <br /> FG CENTER PAD: 8558.54 Y•':;�.'�.•� <br /> Drawn By: TLB PE: TLB <br /> QC: Xx Project: <br /> 2020-530.001 SGM Shale Tech International Services LLC. <br /> 118 West Smth Street,50te 200 <br /> Sheet 02 of 06 Date: 11/17/2020 Glenwood Springs,CO81601 PROPOSED PAD FOR CORE HOLE MER 2020.01 <br /> 970.945.1004 w m--com <br />