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PAD CENTER POINT/WELL POINT <br /> S TA.1+73.17 <br /> EL. 8391.61 <br /> SOUTHWEST EDGE OF PAD <br /> STA.1+43.17 <br /> MATCH EXIST. ROAD SURFACE/ EL. 8391.91 NORTHEAST EDGE OF PAD <br /> DA YLIGHT CATCH POINT STA.2+03.17 <br /> 8410 STA.1+01.91 EL. 8391.31 <br /> EL. 8395.23 8410 <br /> 8400 8400 <br /> — — — — — — — — — — — — — — <br /> 8390 — — _ 8390 <br /> FINISHED 30.00' <br /> 8380 GRADE(FG) 60.00' DA YLIGHT CA TCH POINT 8380 <br /> 8370 STA.2+05.33 8370 <br /> SCALE.- HOR : 1"=30'• V RT.- 1'=30' EL. 8390.23 <br /> 00 � � c� 0 c� � 00 � � c� c� � � w0 � � w0 W � w0 8360 <br /> W w w W w w W LL w w W w w <br /> 0� N N <} h� n 00 00 O n N <br /> u6 ► c6 `� un C)) t0 L6 N d ql N N N c0 00 tp r7 <br /> o� h a, rn td rn u7 h m u7 eF rn 't kj rn N p 00 Go to 00 It <br /> ro C1) r7 n (n r) O) (7) O) r� O) n 00 r t"o 00 <br /> 00 <br /> DO m m0000Op 00 m <br /> 0+00 0+40 0+80 1+20 1+60 2+00 2+40 <br /> SECTION A-A' - MER 2020.03 <br /> 00000*0,. <br /> County: Rio Blanco 56930 T4':r `� <br /> Township 2S Range 10OW <br /> Section: 10 Quarter:SWSE <br /> P.M.6th — — <br /> Ground Elevation: 8391.61 <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 Slreet,Soite 200 <br /> Sheet 05 of 06 Date: 11/17/2020 Glenwood Springs,C081601 PROPOSED PAD FOR CORE HOLE MER 2020.03 <br /> 970.946.1004 w m-iric.com <br />