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CATCH POINT,• MATCH CATCH POINT; MATCH EXIST. SURFACE. <br /> EXIST. SURFACE. 2H.-1 V <br /> 8410 SIDE SLOPES (TYP.) 8410 <br /> 8400 8400 <br /> 8J90 — 00.00, ® 0.00X — 8J90 <br /> 8J80 PAD DRAINAGE S; LE 8.380 <br /> TRIANGULAR, 2H.•IV SIDE <br /> 8370 SL OPES; I' DEPTH. 8.370 <br /> A L E., H R 1'=30'• VERT, 1'=30' 8360 <br /> W w W wU_ W w � W <br /> rn LO h tV co � c0 10 rn o0 <br /> 00 ni h Ci ^ N h ca p �b <br /> � M rnN r) 0) to � O <br /> DO 00 Doi00 m <br /> 10,10 <br /> 0+00 0+40 0+80 1+20 <br /> SECTION B-B' - MER 2020.03 <br /> County: Rio Blanco <br /> `••••�•• <br /> Township 2S Range 10OW •�� !.• <br /> Section: 10 Quarter:SWSE ,w 5883 <br /> •� 0 <br /> P.M.6th : • <br /> FG CENTER PAD: 8391.59 ` �,�:�•� <br /> Drawn By: TLB PE: TLB <br /> QC: Xx Project: <br /> 2020-530.001 S M Shale Tech International Services LLC. <br /> 118 West Sixth Street,Suite 200 <br /> Sheet 06 of 06 Date: 11/17/2020 Glenwood Springs,CO81601 PROPOSED PAD FOR CORE HOLE MER 2020.03 <br /> 970.945.1004 w m-inc.com <br />