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IO4HOOEI~RTMENTOFLANUS IDAHO OIL AND GAS CONSERVATION COMMISSIONApplication Fo r Permit to Drill Deepen or Plug Back

APPLICATION TO Drill ~j Deepen El Plug Back ~NAME OF COMPANY OR OPERATOR: Bridge Energy, Inc. Date 10/5/2010Address: j~$_Q Lincoln Street. Suite 1110City Denver State: Co Zip Code ~o2D3__Telephone ~D3)S3t9O22Distance in miles, and direction from nearest town or post office: Approximately 5 miles NNE of New Plymouth. ID

DESCRIPTION OF WELL AND LEASEName of Lease: DJS ProDert es Well Number: 1-14 Elevation (ground) 2589.43 ftWell Location: Section. 14 Township:_5N Range 4W (or block and survey)

(give footage from section lines): 1782 FSL 1663 FWL (NE SW 1h)Field and Reservoir (if wildcat, so state): WiNow County PayetteNearest distance from proposed location to property or lease line: 1663 feetDistance from proposed location to nearest drilling, completed or applied for on the same lease: j.~1/A feetProposed depth: 6000 f t Rotary or cable tools: RotaryApprox date work will start: November. 2010 Number of acres in lease. 640Number of wells on lease, including this well completed in or drilling to this reservoir.If lease purchased with one or more wells drilled complete the following information.

Purchased f rom (name) N/AAddress of above N/AStatus of bond N/A ___________________________________ ____________________________________Remarks (If this is an application to deepen or plug back, briefly describe work to be done giving present producing zone

and expected new producing zone) Survey plats and drilling prognosis are attached.fleasesiirect.anyinqiilries to JodieiNesL(BridgaEnergyjncjsLl:303:831:9022.

CERTIFICATE: I the undersigned, state that am the .tonsiiltantof Bridge Energy, _____________________________________ ______________(company) and that amauthorized by said company to make this application and that this application was prepared under my supervision anddirection and that the facts stated herein are true, correct and complete to the best of my knowledge.Date: 0 6 (0 SignaturePermit Number tLft4OOO t~q Approval Date:/OteIO Approved by API ~Iio75~ooIfNOTICE: Before sending in this form be sure that you have given all information requested See instructions on back

FORM P-iAuthorized by Order NO, 2Rev. 08114/07

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DJS PROPERTIES WELL 1-14 - VICINITY MAPLOCATED IN TH E NE 1/4 OFTHE SW 1/4 OFSECTION 14, T8N, R4W , SM,PAYETTE COUNTY. IDAHO

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24 FOUND S/r PINNOTET HE S E Ct IO N LINE INFORMATION SHOWN IS BASED UPON THE FOUNDMONUMENTS AS INDICATED AND CALCULATED POSITIONS BASED UPONTH E OR IGINAL 010 PLAT THE CALCULATED POSITIONS SHOWN DO NOTCONSTtTUTE. NOR A RE T HE Y INTENDED TO BE A RE PROPORTIONEDPO SIT IO N O F THE SECrION CORNERS T H AT C O UL D N O T BE LOCATED. THISEXHIBIT IS FOR GENERAL DESCRIPTION AND LOCATION ONLY

DJS PROPERTIES WELL 1-14- SECTION EXHIBITLOCATED IN THE NE 1/4 OF THE SW 1/4 OF SECTION 14, TOWNSHIP 8 NORTH, RANGE 4 WEST, BOISE MERIDIAN,PAYETTE COUNTY, IDAHO aAt,3

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DJS PROPERTIES WELL 1-14- TOPOGRAPHY EXHIBITLOCATED IN THE NE 1/4 OF THE SW 1/4 OF SECTION 14,TOWNSHIP 8 NORTH, RANGE 4 WEST, BOISE MERIDIAN,PAYETrE COUNTY, IDAHO

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2. PROPERTY BOUIUM1COUNTY ASSESS~

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WHS, LLCRazorback Rig Component Listing

The following list contains the components of the 2004 Cameron C-900 Hp Trailer Mounted Drilling Rigw VIN Number (5024). This rig also operates wf a FDS 150 Ton 1-IMI hydraulic Top Drive.Qty Item Remarks

Drawworks - Cameron 42x 12 Water Circulating D rum w water cooled mainbrake and Wichita water cooled assist brake.. .Wichita Drum ClutchPower and Drive Package Twin (2) Detroit Series 60 engines; 450 Hp each wAllison 5960 Transmissions into a Cushman 1000 Hp gear driven Compound, toCushman 1000 Hp RA box; 1:1 RatioMast PEMCO 120 x 400K lbs hook load; 1.25 API rating; sheaved for 10- I 8 drill lines: Serial 1312

2 Hydraulic Scoping Cylinder f PEMCO derrick SpareFluid Design Services (FDS) ISO Ton Hydraulic Top Drive w diesel powerpackage.Hydraulic Motor FDS ISO Ton Top Drive SpareBlock-200 Ton ABCO, 10 lineS x 36 sheave wI ABCO HookWeight lndicator-Totco type 4Sub Structure-17H x 10W x 1 6L w 6 foldout wings. Unit scopes down tolO6H x 136on lowboy.40 Kelly; HexKelly BushingKelly Shuck w protectorSub-structure 1-base-45 x 8Sub-structure ramp-484 x 1W hydraulic raise-cylinders part SD83CC-24-l3 ITop Dog House-24lO x 7H0.5 ~, hydraulic raise, with knowledge box, lockers,shelting, and bench seats. Framework installed for Pason Electronic DrillingRecorder and Autodriller computer system.Kelly Spinner-Cam-tech model 6100 hydraulic Kelly spinner assy.Well Control Equipment-Shaffer LXT DB L II x 5K psi MAWP, Dual Ram,hydraulic BOP m fg . Date 11-04, Serial 200213110-81Shaffer LT X 1 x 5K psi MAWP spherical annular BOP

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WHS, LLCRazorback Rig Component Listing----- _______ Item -I 16 x 5000 psi BOP valve

Choke Manifold f it ted for HCR valve, choke-w 4outlets, 5000 psiClosing Unit-Massco Inc. 5 station

2 Generators-DDC 410 KW generators, 277/480 VA C Phase 60HZ powered by 2Detroit Series 60 14.0 L Diesel engines/Tier III Emissions standards. Skidmounted in covered house with all electronic panels as I unit.Generator House-44 x 10 skid mountedSwivel-EMSCOLB 200 Ton Serial 208 nI_____ ___ __ __ __Mud System-2-tank system w approx. 700 bbls capacity. 60 HP mud mixers, 4agitators, 4jet blowers, 70 bbls slugging tank, 2-Doublelife AW D Ill Linear shale

shakers built in tandem, 600 GPM each. Mud Conditioner unit consisting of; I Doublelife AW D III shale shaker I-Doublelife Mod. 1-2 10 Desander, and IDoublelife V-510, 10 cone Desilter.2 Mud Pumps-2 I-IHF- 1000 HP triplex pumps w pulsation dampners, powered byCA T 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 for CE-F 1000 mud pump Spare

SKF Piflar mock bearings tbr CE-Fl000 ______ SparejMud/Gas Seperator: 30H x 6 Dia vessel mounted on skid for easy rig up and

Fresh Water Tank-200 bbl fresh water tank w/electronic 20 1-IP 480V frame 256T x 2 centrifugal 4 x 6 water pump powered by Detroit 353 (2800 rpm)Catwalk-473 x l0~2 pipe racks

J~f~nkBox~209x7lW~iaster bushing.

Drill Collar Slips-Type A 5-I 2 MS 98CDrWP~eSlips-Woo~M3-98Drill Collar Clamp( Wedding Band)AOTl2Il6

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WHS, LLCRazorback Rig Component Listing

Serial 29140I~Casing ElevatorsM66-5 V250 ton 227 MT

Drill Pipe Hevators-2-AOT(l) ISO ton(l)250 tonCross Over Subs-Assorted

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

This rig moves in 27 loath (including iipe. All components are skid mounted and mud-boated ~ ith liftingearc to be lifted onto oiifieldfioats or lo;ibo; s All loads are legal permit loads.

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BRIDGE RESOURCESWILLOW PROSPECTWELLBORE DATA SHEET

LEASE DJS Properties TOTAL DEPTH: 6000ftWELL 1-14 SURFACE LOCATION 1663 FWL, 1782FSL (NEI4SWI4)LOCATION Sec. 14, T8N-R4W

BOTTOM HOLE LOCATIONSPUD DATE November2010OBJECTIVE Willow Sands ELEVATION: 2589ELEVATION(KB): 2607

FORMAT ONEVALUATION CASING SIZE (IN)na8-618 casing-24ppft-J66-R1 I I-BTC

Mud LoggingEach lOft 1mm 6011

MUD FRACTUREWEIGHT GRADIENT(ppg) (ppm

Haliburtondensily.neoton,resistivity.sonicside wa l l cores

SBM600011 9.Sppg

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Pt No FIT 601t 8.4 8.4I

Top of cmt-300f1 up inside 8 5/8 Csg

SBM\ 10 5S 600+ft 8.4 8.4

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DRILLING PROGNOSISBRIDGE ENERGY, INCDJS Properties 1-14 (Willow Development)NE/45W/4 of Section 14-Township SN-Range 4WPayette County, IdahoOctober, 2010

GENERALNOTE: This well is to be drilled as a tight hole. Unauthorized personnel are n ot to beallowed on the rig floor, and all information is to be kept confidential.Surface Location: 1782 FSL and 1663 FWL (NESW), Section l4-T8N-R4WBottomhole Location: SameProposed TD O bje ctiv e: 6 00 0 Willow SandsElevation: 2589 GL (ungraded); 2607 KB (estimated).Drilling Rig: Story Drilling-RazorbackMECHANICALCasing Design:SIZE INTERVAL LENGTH DESCRIPTION Collapse lnt Yd Body Yd(xI000lb)12 0 -60 60 Conductor l2Line pipe85 8 0 600 600+ 24 , J-55, RI II, BTC 1,370 2,950 3914 I 2 0 6000 6000 I l.6 , K 55 , R I II, LTC 4,960 5,350 1802-7 8 0 6000 6000 6.5 , J-55, EUE 7,680 7,260 72.6NOTE:- Clean and drift all strings of casing prior to running. Remove all thread sealant (Kindex) prior torunning. Unload production casing and tubing strings with a forklift.CEMENTCASING/HOLE SIZE CEMENT SLURRY12 -20 Cement to surface with 3 yds Redi-mix.85/8 10 5/8T.D. 600+ ftHole Size 105/8 inCasing Size 8 5/8 inCement Coverage 600+ ft to surfaceCement Excess 15%

Premium G Cm t 160 sks 15.6 1gal 1.15 cuftlsk 5.0 galiskPremium Class G Cmt 100% (BWOC)Calcium Chloride 2 % (BWOC)Flocele /skNOTE: . Have 100 sx neat cement and one-inch tubing on location for top job if required.

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Drilling PrognosisWillow DevelopmentDJS Properties 1-14Page TwoCASING/HOLE SIZE CEMENT SLURRY4 1/2 7 5/8T.D. 6000 ftHole Size 7 5/8 inCasing Size 4 inTai l Cmt Coverage 6000 ft to 2000 ftTail Cmt Excess 25 Lead Cmt Coverage 2000ff t o 300 ftLead Cmt Excess 25 BHST25O+ Deg. F

730 sks Prem. Sw 35% Silica Flour 15.5 pal 1.56 cuftIsk 6.6 paliskPremium S Cnit 100% (BWOC)Silica Flour 35 (BWOC)CDI 33 .5% (BWOC)Flocele /sk265 sks Prem. L ite Cmt 12.7 kjal 1.84 cuftlsk 9.9 Gal skClass S Cmt 65 % (BWOC)Poz 35 (BWOP)GelS (BWOC)Salt 3 (BWOW)Flocele % skCEMENTING ACCESSORIESSurface Casing: I 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) Centra lizers over col la rs on first three connections, omitting float collar.5) Use a total of five centralizers.Production Casing: I 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.Centralizer program to be determined after logging

5) Thread-lock all connections through float collar and use API 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: 8-5 8 x II x 3,000 psi WP flanged casing head with two-2 LP outlets. Outletsequipped with one-2 3,000 psi WP ball valve, and one-2 x 3,000 psi WP bull plugon the outlets.Tubing Head: II x 7-I 16 x 3 ,000 psi WP tubing head with two-2 LP threaded out lets. Out letsto be equipped with 2 x 3,000 psi W P ball valves.Upper Half: To be determined.

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Drilling PrognosisWillow DevelopmentDJS Properties 1-14Page ThreeMUD PROGRAMINTERVAL WEIGHT (PPG) VISCOSITY (SEQ WI (CCS)

60 600 8.5 -9.0 ppg 30-45 sec NCSurface hole will be drilled with SBM. Ensure all water sources are turned off at pits. Water from conductorwill be displaced to D t ank. Keep hole full and drill pipe moving at all times. Sweep hole with SuperSweep to insure the hole is clean prior to running surface casing.INTERVAL WEIGHT (PPG) VISCOSITY (SEQ WL (CCS)600 6000 8.5 9.8 ppg 28 60 sec 10 ccs or lessReference SBM program for specific maintenance, product concentrations, and mud treatment.Keep hole ftilI at all times. Monitor pit volume constantly as lost circulation and water flows should beexpected at all times. Sweep hole as dictated by hole conditions. Ensure all MSD sheets are kept at wellsite.Deviation tendencies in this area should not be severe; however, prudent drilling practices should beadhered to at all t imes. Surveys should be run at 500 ft intervals, unless otherwise indicated.WELL CONTROL EQUIPMENTINTERVAL EOUIPMENT

0 600 None600 6000 II x 3,000 psi WP double-gate BOP with blind and 4-I 2 pipe rams. Rig should beequipped with upper and lower kelly cocks, as well as stabbing valve (have wrenchavailable at all times). BO P equipment will be tested after nipple-up and every 30days thereafter by an Independent Certified BOP Tester (Produced signed copys ofBOP test charts to Idaho State representative) Close pipe rams daily and blind rams

on trips, recording results on tour sheets. BOP Function TestGEOLOGICALGeologist/Mud Logger: Geologist and mud logger with hotwire and chromatograph to be on locationfrom base of conductor casing to TD. Noti& prior to spud and after settingsurface casing.Electric Logging: Quad Combo (DIL-BHC Sonic-Density-Neutron to be run from base of surfacecasing to TD . In addition the GR should be run up through surface casing tosurface. Percussion sidewall cores may be taken at the geologists discretion.

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Drilling PrognosisWillow DevelopmentDJS Properties 1-14Page FourGEOLOGICAL (Continued)Formation Tops: Assumes KB elevation of 2607 DRILL

FORMATION DEPTH SUB SEAIdaho Group Sands Surface 2607Pro Delta Shale 560 2047Willow Sands 3990 1383Total Depth 6000 3393

MISCELLANEOUSI. Pump super sweep prior to running casings and prior to drilling out shoe. Pump efficiencies will becalculated from this information plus hole gauge2. Monitor mud hydraulics closely. An in-gauge hole is extremely critical to achieve open-hole packerseats, interpretable logs, and a good cement bond.3. Water will be hauled or pumped from nearby sources.4. The area immediately around rig will be lined.S At all times, enough weight material will be carried on board to increase the existing drilling fluid byI ppg6 It is anticipated that a PDC bit will be used from approximately 600 to TD.

7. In general, the above prognosis is presented as a guideline only; and is subject to change as dictated byhole conditions and geological interpretation.PERSONNEL OFFICE NUMBER CELL NUMBERRon Richards, Drilling Manager 303-831-9022 720-209-0207Ed Davies, President 303-831-9022 720-641-8737

Prepared by:

Ron Richards for Bridge Energy Inc.

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WHS, LLCBOP Schematic NU on Surface- Razorback RigRIG FLOOR RIG FLOOR

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08N04W1 20000 0013440000DJS PROPERTIES LP999 MAIN ST STE 1300BOISE ID 83702Street :08N04W1 30000 0013460000DJS PROPERTIES LP999 M AIN S T S TE 1300BOISE ID 83702Street :08N04W1 40000 0013480000DJS PROPERTIES LP999 M AIN ST S TE 1 300BOISE ID 83702Street :08N04W1 50000 001 3500000DJS PROPERTIES LP999 MA IN S T S TE 1300BOISE ID 83702Street 4:08N04W220000 0013870000DJS PROPERTIES LP999 M AIN S T S TE 13 00BOISE ID 83702Street :08N04W230000 0013920000DJS PROPERTIES LP999 MAIN ST STE 1300BOISE ID 83702Street 4:

08N04W243000 0013970000DJS PROPERTIES LP999 MAIN ST STE 1300BOISE ID 83702Street 4:

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Page 1 of 2

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999 MAIN ST STE 1300BOISE ID 83702Street : 4640 LITTLE WILLOW RD

08N04W110000 0013430000DJS PROPERTIES LI999 M AIN ST STE 1 300BOISE ID 83702Street :

Grand Total: 9from the Payette County Assessors Office

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