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    6. No secondary recovery efforts have been applied for, and Class Ilinjection wells for injecting brines and other fluids to aid oil and gasproduction may not be permitted.7. Non-productive wells must be decommissioned prior to drilling the nexthole.8. Temperature readings must be periodically taken to insure that the correctcement is used. Temperature readings must be logged and submittedwith other well information after hole completion.9. Applicant will obtain necessary water rights from Idaho Department ofWater Resources if nearby wells will be used to supply water for thedrilling operations.10.The Exploration Permit required by IDAPA 20.03.16 will be obtained priorto drilling.

    Please ensure that all operations are conducted in accordance with therequirements of IDAPA 20.07.02 (Rules Governing Conservation Of Crude OilAnd Natural Gas In The State Of Idaho).This permit will be administered by Nancy Welbaum in our SouthwestSupervisory Area. She will be inspecting the drilling operation, and may beaccompanied by our contractor assisting with inspections. Please contact her at208-334-3488 if you have any questions.Sincerely,

    Eric WilsonNavigable Waters/Minerals Program Manager

    cc: Nancy Welbaumchad Hersley, IDWR, P0 Box 83720, Boise, Idaho 83720-0098

    Page 2 of 2, Permit to Drill LU600029 Approval

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    DRILLING PROGNOSISBRIDGE ENERGY, LLC

    Korn State 1-22 (Hamilton Prospect)NE/4 NW/4 of Section 22-Township 7N-Range 4WPayette County, IdahoJuly 16, 2010

    GENERALNOTE: This well is to be drilled as a tight hole. Unauthorized personnel are not to beallowed on the rig floor, and all information is to be kept confidential.Surface Location: 607 FN L and 507.84 FEL (NENW), Section 22-T7N-R4WBottomhole Location: SameProposed TD/Objective: TD 2500Elevation: 2,359 GL (ungraded); 2,377 KB (estimated).Drilling Rig: WH S Razorback.MECHANICALCasing Design:SIZE INTERVAL LENGTH DESCRIPTION SR SFc SFb

    16 0 82 82 Conductor (0.219 WT ) 9-5/8 0 600+ 600+ 36 , 3-55, STC 21.9 8.18 7.045-1/2 0 2500 2,500 17 , 3-55, STC 2.69 1.60 1.912-7/8 02500 2,500 6.5 , 3-55, EUE 3.16 3.05 1.45NOTE: If mud weight exceeds 10.0 ppg at TD, casing design may be altered. Clean and drift all strings

    of casing prior to running. Remove all thread sealant (Kindex) prior to running. Unloadproduction casing and tubing strings with a forklift.CEMENTCASING/HOLE SIZE CEMENT SLU1U{Y SX ?IQYIELD16 -24 Cement to surface with 4 yds Redi-mix.9-5/8 12-1/4 Lead: Premium Light cement

    +2% CaCI2+ 1/4 pps fiocele 100 12.02.27 Tail: Class C

    + 2% CaCI2+ 1/4 pps flocele 100 15.8

    1.15NOTE: Precede cement with 50 bbl f resh water. Have 100 sx neat cement and one-inch tubing onlocation for topping-off Cement volume has been calculated assuming 100% excess.

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    Drilling PrognosisHamilton ProspectKorn State 1-22Page TwoCASING/HOLE SIZE CEMENT SLURRY SX PPGYIELD5 1/2 8 3/4 Class 0 cement containing fluidloss additive, bonding agent,and retarder as required. 300 15.8 1.15

    NOTE: Prior to cementing, slowly lower mud viscosity to 35-sec flannel viscosity. Circulatehole for hour at this viscosity prior to cementing. Precede cement with 1000 gal mud flush and30 bbl fresh water spacer. Cement top contingent upon the presence of potentially productiveintervals. Actual cement volume to be determined from caliper log. Run pilot tests on proposedcement with actual make-up water. Cement design may be altered depending on actualbottomhole temperatures and the presence of lost circulation. Do not move the casing (under anycircumstances) while setting the casing slips.CEMENTING ACCESSORIESSurface Casing: 1) Guide shoe with insert float located one joint above shoe.2) Top wiper plug (rubber).

    3) Centralizer with stop ring in middle of shoe joint.4) Centralizers over collars on first three connections, omitting float collar.5) Use a total of five centralizers.

    Production Casing: 1) Differential-fill float collar located one joint above differential-fill floatshoe.2) Top and bottom wiper plug.

    3) Centralizer with stop-ring in the middle of shoe joint.4) Centralize through and 100 on either side of potentially productive intervals.Run at least 12 centralizers.5) Thread-lock all connections through float collar and use AP I casing dope on allremaining connections.6) Stage cementing tool may be run to ensure placement of cement across anyproductive intervals and fresh water sands.7) Centralize above and below stage cementing tool (if run).

    WELLHEADCasing Head: 9-5/8 x 11 x 3,000 psi WP f langed cas ing head with two-2 LP outlets. Outletsequipped with one-2 3,000 psi WP ball valve, and one-2 x 3,000 psi W P bull plugon the outlets.Tubing Head: 11 x 7-1/16 x 3,000 psi WP tubing head with two-2 LP threaded outlets.Outlets

    to be equipped with 2 x 3,000 psi WP ball valves.Upper Half To be determined.

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    Drilling PrognosisHamilton ProspectKorn State 1-22Page ThreeMUT) PROGRAMINTERVAL WEIGHT (PPG) VISCOSITY (SEC) WL (CCS)0 600+ 8.5 - 9.0 ppg 30 - 45 sec NC

    Spud well w ith fresh water viscosified with Pac Regular. Circulate reserve pit to maintain clear water atthe pump suction. Addition of lime and/or a selective flocculant may be made at the fiowline to promotesolids settling in the reserve pit. Keep hole thU and drill pipe moving at all times. Sweep hole with SuperSweep to insure the hole is clean prior to running surface casing.IYTERVAL WEIGHT (PPG) VISCOSITY (SEQ WL (CCS)600+ 2500 8.5 - 9.8 ppg 28-34 sec 10 ccs or lessAfter drilling our surface casing shoe, displace to Synthetic Base Mud, SBM. Reference SBM programfor specific maintenance, product concentrations, and mud treatment.Keep hole fill at all times. Monitor pit volume constantly as lost circulation and water f lows should beexpected at all times. Sweep hole as dictated by hole conditions.Deviation tendencies in th is area should not be severe; however, prudent drilling practices should beadhered to at all times. Surveys should be run at 500 f t intervals, unless otherwise indicated.WELL CONTROL EOUIPMENTINTERVAL EOUIPMENT

    0600+ None600+ 2500 lix 3,000 psi WP double-gate BOP with blind and 4-1/2 pipe rams . Rig should beequipped with upper and lower kelly cocks, as well as stabbing valve (have wrenchavailable at all times). BOP equipment will be tested after nipple-up and every 30days thereafter. (Noti~ Idaho State field representative prior to testing). Close piperams daily and blind rams on trips, recording results on tour sheets.GEOLOGICALGeologist/Mud Lo gg er: G eo lo gist and mud logger with hotwire and chromatograph to be on location tofrom base of surface casing to TD . Noti~ prior to spud and after settingsurface casing.Electric Logging: DIL-SFL-SP and BHC Sonic-OR-CAL to be run in tandem from base of surfacecasing to TD. LDT-CNL-GR-CAL may be run at the geologists discretion.

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    Drilling PrognosisHamilton ProspectKorn State 1-22Page FourGEOLOGICAL (Continued)Formation Tops: Assumes KB elevation of 2,377 ft. DRILL

    FORMATION DEPTH SUB SE As e

    nds 1 6h

    MISCELLENEOUS1. Pump carbide lag prior to running sur face casing and prior to drilling out shoe. Pump efficiencies

    will be calculated f rom this information. Run frequent carbide lags while drilling to determine degreeof hole washout.2. Monitor mud hydraulics closely. An in-gauge hole is extremely critical to achieve open-hole packer

    seats, interpretable logs, and a good cement bond.3. Water will be hauled or pumped from nearby sources.4. Reserve pit is to be lined with a 12-mil synthetic liner.5. It is anticipated that a mud motor and PDC bit will be used from approximately 600 to TD .6. In general, the above prognosis is presented as a guideline only; and is subject to change as dictatedby hole conditions and geological interpretation.PERSONNEL OFFICE NUMBER CELL NUMBERRon Richards 303-83 1-9022 720-209-0207Jeff Kim, Manager of Operations 303-83 1-9022 303-981-7443Ed Davies, President 303-831-9022 720-641-8737

    Prepared by:

    Ron Richards for Br idge Energy Inc.

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    BR~DGE RESOURCESKORN State 1-22WELLBORE DATA SHEET

    LEASE Bridge Resources TOTAL DEPTH: 2500UWELL: corn Stale 1-22 SURFACE LOCAcION. N43-56-1 2LOCATION. Sect 2arownsllip TN/Range 4W Wi 16-48-15 65

    Payette County BOTrOM HOLE LOcATION: 1142-56-Il 42SPUD DATE August W116.48.15 65OBJECTIVE. Hamillon Sands ELEVATION 225911ELEVATION(KB): 237711

    HOLE MUD FRACTUREFORMATION SIZE WEIGHT GRADIENTEVALUATION CASING SIZE (IN) COMMENTS (IN) TVD (Inrn (END)

    [ ______ J6 Line PipeWeided / 82ff N o F IT 25 8211 8.4 64Top of cM-50011

    t2 1/CSBM

    9 5t8-Stppft-Rlll-J55-STC / eOOtIt

    Mud LoggingEach loll Ircol COIl 83/4

    HailburtondensTIynouton.res,atnlwscil:c540 vial carLa

    SBMS1/2~17ppftR11146 LTC 2500 N~ 62/4 250011 103 11.5

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    ~iw c~waawwIaiatrn [IICi Y ~t4NV/kVb 4563.

    LOCATION OF STATE I~22 DELL SITE PAD (250x250)607 FNL AND 2109 FWLCR 324737I [

    EXHTBIT MAP OF SiTEKORN STATE 1-22A PORTION OF THE NORTHEAST 1 4 OF THE NORTHWEST 1 4OF SECTION 22, TOWNSHIP 7 NORTH , RANCE 4 WEST, SM.,PAYE1TE COUNTY , IDAHO

    2010

    15 ,_CP: 324735 4602hi CP: 324736

    47854

    CC

    4~313

    841

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    I5~~ 22 wi/ia BRASS CAP

    SE 2ND AVES8935o6~E. 1305.27EP ~P

    EXIt[B~F MAP OF SITEKORN STATE :1-22A PORI1ON OF THE NORTHEAST 1/4 OF THE NOR THWEST 1/4.

    OF SECTION 22. TOWNSHIP 7 NORTH , RANGE 4 WEST, G.M.,FAYETTE COUNTY, IDAHO2010--

    TBM-tHUll & LATH EDGEOF CONG. DITCH61S EL: 2368.39

    i/is

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    ILu00C

    z

    RAT: N435611.42LONG: W 1 16 4815.65

    U,Cg0

    22N 1/4ALUMINUM CAP

    1 EXI-1113]T MAP OF SITEKORN STATE 1-22A PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4,OF SECTION 22, TOWNSHI P 7 N OR TH , RANGE 4 WEST, 8W.,PAYET1E COUNTY, IOAHO2010

    SE 2ND AVE 6 15 S89c38u14nE~1305,941 1521t2 SEC. COR. w i i~ji2BRASS CAP BRASS CAP

    8893506E - 1305.27 19

    EL : 2358. 7lsft 00N:0001;

    C.,

    2109.00 hiC.,

    N89243rw- 131311NW 1/16 CNBRASS CAP ALUMINUM

    1 = 500

    1/16CAP

    21L W 1/4BRASS CAP C 1/4

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    I9-Lfl~TotATwMKII -4 lAW TO WATUTAILK

    81

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    ~fD~rpD WHS,LLCRazorback Rig Component Listing

    The following list contains the components of the 2004 Cameron C-900 Hp, Trailer Mounted Drilling Rigw/ yIN Number (5024). This rig also operates w/ a FDS 150 Ton HM I hydraulic Top Drive.

    2 y Item Remarks I Drawworks Cameron 42x 12 Water Circulating Drum w/ water cooled main brake and Wichita water cooled assist brake... Wichita Drum Clutch I Power and Drive Package Twin (2) Detroit Series 60 engines; 450 Hp each w/ Allison 5960 Transmissions into a Cushman 1000 Hp gear driven Compound, toCushman 1000 Hp RA box; 1:1 Ratio

    Mast PEMCO 120 x 400K lbs hook load; 1.25 API rating; sheaved for 10- I-1/8 drill lines; Serial ft 13122 ~ Hydraulic Scoping Cylinder f/ PEMCO derr ick jSpare

    I Fluid Design Services (FDS) 150 Ton Hydraulic Top Drive w/ diesel powerpackage.Hydraulic Motor FDS 150 Ton Top Drive Spare I Block-200 Ton ABCO, 10 line 5 x 36 sheave w / A BC O HookI Weight lndicator-Totco type 4I Sub Structure-17H x 10Wx 16Lw/6 foldout wings. Unit scopes down to106H x 136 on lowboy.I 40 Kelly; Hex

    I Kelly BushingI Kelly Shuck w/ protector ____ Sub-structure~-base-45 x 8I Sub-structure ramp-484 x 10, hydraulic raise-cylinders part SD83CC-24- 131I Top Dog House-24 10 x 7 10.5, hydraulic raise, with knowledge box, lockers, shelfing, and bench seats. Framework installed for Pason Electronic DrillingRecorder and Autodriller computer system.

    I Kelly Spinner-Cam-tech model 6100 hydraulic Kelly spinner assy.Well Control Equipment-Shaffer LXT DB L 11 x 5K psi MAWP, Dual Ram,hydraulic BOP mfg. Date 11-04, Serial 200213110-81Shaffer LTX II x 5K psi MAWP spherical annular BOP

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    WHS, LLCRazorback Rig Component ListingQty Item Remarks

    4-1/16 x 5000 psi BOP valve Choke Manifold, fitted for HCR valve, choke-w/4outlets, 5000 psi

    I Closing Unit-Massco Inc. 5 station 2 Generators-DDC 410KW generators, 277/480 VAC 3 Phase 60 HZ powered by 2Detroit Series 60 14.0 L Diesel engines/Tier Ill Emissions standards. Skidmounted in covered house with all electronic panels as I unit.

    I Generator House-44 x 10 skid mountedI Swivel-EMSCO LB 200 Ton Serial 208I Mu d System-2-tank system w/approx. 700 bbls capacity. 60 HP mud mixers, 4

    agitators, 4jet blowers, 70 bbls slugging tank, 2-Doublelife AWD Ill Linear shaleshakers built in tandem, 600 GPM each. Mud Condit ioner unit consisting of; 1-Doublelife AWD Ill shale shaker, 1-Doublelife Mod. 1-2 10 Desander, and 1- Doublelife V-S 10 , 10 cone Desilter.

    2 Mud Pumps-2 HHF- 1000 HP triplex pumps w/pulsation dampners, powered by CAT 3412 1150 HP diesel engines, fully unit ized. With 6 liners, 10 stroke,pumps will move 3.7 gal/stroke at 100% efficiency. Additional specificationsupon request.3 American Roller Bearings fo r CE-F 1000 mud pump Spare2 SKF Pillar Block bearings fo r CE-Fl 000 SpareI Mud/Gas Seperator: 30H x 6 Dia vessel mounted on skid for easy rig up andtear down.hi Tiesh Water Tank-200 bbl fresh water tank w/electronic 20 HP48OV frame 256T

    3 x 2 centrifugal 4 x 6 water pump powered by Detroit 353 (2800 rpm) Catwalk-473 x 102 pipe racks I Junk Box-209 x 7 10

    Rotary Table-22 IDECO rotary table assy. On 44 centers complete w/splitmaster bushing.I Drill Collar Slips-Type A 5-1/2 MS 98C H Drill Pipe Slips-Wooly M3-98

    T Drill Collar Clamp(Wedding Band)A0T121l65-65/8

    7

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    WHS, LLCRazorback Rig Component Listingfl~y~ ~~Item RemarksSerial 29140

    Casing ElevatorsM66-5 ~4250ton227M1Drill Pipe Elevators-2-AOT( I) 15 0 ton(l) 250 tonCross Over Subs-Assorted

    I Survey Machine-Wireline survey machine.I Diesel Tank-8000 gal Cylindrical Tank: Myers diesel tank transfer pump assy.w/3hp 3600rpm explosion proof motor. Skid mounted with 3 compartments foroils on front of skid.

    This rig moves in 27 loads ~includingpz~eJ. All components are skid mounted and mud-boated with ifflingears to be lUied onto oiijIeldfloais or lowboys. All loads are legalpermit loads.

    3

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    4 iiir SM X 2 1/18~ SM CHOKE IMANWOLD

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    RIG FLOORWHS, LLCflOP Schematic NU on Surface- Razorback Rig RIG FLOOR

    FROM GL to Bottom of Rotary Beam Is 167 1(4

    GROUND LEVEL

    4// IDSA11SM

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    CENA?ACONSULTING INC.MEMORANDUMAugust 2, 2010To: Nancy Welbaum, IDLFrom: Ryan V. Morgan; P.E., LEED APCc: Steve West: Jeff Hammel, E.lRe : Additional Information for Korn Well.Nancy,Per your request via email last Friday please find attached the additional information regarding distances f rom theproposed wel l to the additional features requested.Closest Gas Well 3030 (Doolittle)Closest Water Well 780 (residential well located to the east)Closest Structure 775 (residential building located to the east)Please note that the distance to the production boundary is not supplied as this boundary is yet to be determined.Should you have additional questions please let us know.

    CENTRA Consulting, no. 413 West Idaho Street, Suite 302, Boise, Idaho Tel: (208) 338-9400 Fax: (208) 338-3844 ~.centraino.com