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THE INFORMATION ON THIS PAGE DOES NOT NEED TO BE HELD CONFIDENTIAL <br /> Exhibit C AMSO,LLC Notice of Intent Supplemental Information <br /> • <br /> Table CA:Well Summary <br /> Distance to <br /> Well Type of Type of Well Location Nearest Distance to ( Proposed <br /> Identification Work Lease I Nearest Depth <br /> Latitude Longitude Bounda Well' <br /> Test Pad <br /> CH-1 Core Corehole j 39.85877590 108.3995825 1 953 1014 2500' <br /> TM-1 Rotary Drill Tomography 39.85871854 108.39972133 928 I 1069 2300' <br /> TM-2 Rotary Drill I Tomography ; 39.85859044 108.3997843 912 1058 2300' <br /> TM-3 _ Rotary Drill Tomography 39.85849210 108.3996421 900 1097 2300' <br /> TM-4 Rotary Drill j Tomography 39.85862036 ( 108.3995787 940 1082 2300' <br /> T-1 Rotary Drill Test Well 39.85860553 108.3996816 956 1042 I 2170 <br /> T-22 Rotary Drill Test Well(future) TBD TBD I TBD TBD I TBD <br /> T-32 Rotary Drill I Test Well(future) TBD TBD TBD TBD TBD <br /> T42 Rotary Drill Test Well(future) TBD TBD TBD TBD TBD <br /> HB Pad <br /> 1-113-1-3 = Rotary Drill Monitoring(L-3) 39.85751268 108.3950581 178 1013 2500/1874 <br /> 1-113-1 Rotary Drill Directional Test Well i 39.85737559 108.3950437 171 1060 i 31243 <br /> HB-22 Rotary Drill Directional(future) t TBD TBD TBD TBD ! TBD <br /> HB-32 Rotary Drill I Directional(future) TBD i TBD TBD TBD TBD <br /> H13-42 Rotary Drill Directional(future) TBD I TBD TBD TBD TBD <br /> j i ( i <br /> MWP-2 l I 1 I <br /> MWP-2 BG Rotary Drill I Monitoring(B-Groove) 39.86158552 ; 108.3954536 ' 207 612 ; 105a <br /> MWP-2 L3 : Rotary Drill Monitoring(1-3 Zone) 39.86164440 108.3956140 227 606 1874' <br /> MWP-2 WS 1 Rotary Drill Monitoring(Wasatch) 39.86170389 108.3957752 1 245 605 I 250U <br /> I <br /> 'The Sulfur Creek#1 well is the nearest existing well <br /> 2 Test Wells T-2,thru TA and HB-2 thru 1-113-4 will be drilled under a subsequent NOI depending on results of!Phase II retort testing. <br /> 3 Test Well HB-1 will be directional) drilled to horizontal and will intercept Test Weil T-1. <br /> The project will consist of drilling holes from three different drill pads. The first pad,the <br /> Test Pad(TP),will require drilling one corehole(CH-1), four tomography holes(TM-1 <br /> thru TM-4)and one large diameter test hole(T-1). The corehole will be constructed to <br /> (1)assess geologic conditions above,within,and below the test interval,(2) facilitate <br /> downhole logging, (3)provide samples for laboratory testing,and(4)support:hydrologic <br /> testing. The corehole will extend approximatbly 100 feet into the top of the Wasatch <br /> Formation. If the hole is to remain open for more than 30 days after completion of <br /> drilling,a packer seal will be placed within the seal between the upper and lower aquifers <br /> (most likely the R5 zone,depending on site hydrologic conditions). Pressure transducers <br /> connected to a continuous data logger will be placed above and below the packer seal to <br /> demonstrate an effective seal between the two aquifer systems. When the hole is no <br /> longer needed for testing operations,the hole will be abandoned as described below in <br /> 8 <br />