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THE INFORMATION ON THIS RAGE DOES NOT NEED TO BE HELD CONFIDENTIAL <br />Exhibit C - AMSO, LLC Notice of Intent Supplemental Information <br />• <br />iaDlie t.:.i: Wien summar <br /> <br />Well j <br />Identification <br />Type of Type of Well <br />Work <br />Location ! <br />_ <br />Latitude Longitude ! Distance to <br />Nearest <br />Lease <br />Boundary <br />j Distance to <br />Nearest <br />Well' <br />j Proposed <br />Depth <br /> Test Pad <br /> CH-1 Core Corehole 39.85877590 108.3995825: 953 1014 2500' <br /> TM-1 Rotary Drill Tomography 39.85871854 108.3997203 928 1069 2300' <br /> TM-2 Rotary Drill 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 Tomography 39.85862036 108.3995787 940 1082 2300' <br /> T-1 Rotary Drill Test Well 39.85860553: 108.3996816 956 1042 2170 <br /> T-2Z ' Rotary Drill Test Well (future) TBD TBD TBD TBD TBD <br /> T-3z Rotary Drill Test Well (future) TBD TBD TBD TBD TBD <br /> T-4z Rotary Drill Test Well (future) TBD TBD TBD TBD TBD <br /> <br />HB Pad i <br /> 1-113-1-3 Rotary Drill Monitoring (L-3) 39.85751268 108.3950581 178 1013 2500/1874 <br /> HB-1 Rotary Drill Directional Test Well 39.85737559 108.3950437 171 1060 31243 <br /> 1-113-2Z Rotary Drill ` Directional (future) TBD TBD TBD TBD TBD <br /> B-3z Rotary Drill Directional (future) TBD TBD j TBD TBD TBD <br /> B-42 Rotary Drill Directional (future) TBD TBD TBD TBD TBD <br /> MWP-2 <br /> MWP-2 BG Rotary Drill Monitoring (B-Groove) j 39.86158552 108.3954536 207 612 1050' <br /> MWP-2 L3 Rotary Drill Monitoring (1-3 Zone) 39.86164440 108.3956140 227 606 1874' <br /> MWP-2 WS Rotary Drill Monitoring (Wasatch) 39.86170389 108.3957752 245 605 2500' <br /> <br />The Sulfur Creek #1 well is the nearest existing well <br /> <br />~ . ................._ ..........._......_ .. <br />. <br /> <br />._.._..------......................._...---..... <br /> 2 Test Wells T-2, thru T-4 and HB-2 thru HB4 will be drilled under a subsequent N©I dependi ng on results of Phase 11 retort testing. <br /> 3 Test Well HB-1 will be directional) drilled to horizontal and will intercept Test Well 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-I <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 approximately 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 />(roost 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