SG INTERESTS I, LTD. Transmittal of Materials 'To: Mr. Steve Bennett Date: 26 October 2012 (via FedEx) ;Colorado River Valley Field Office 3 Bureau of Land Management :2300 River Frontage Road ?Silt, CO 81652 :From: Eric Sanford M3"a9e' Re APD Package For Federal 8-89-31 1485 Florida Road Suite c202 #1 Na""a' G33 We" Durango, CO 81301 Enclosed please find the following item(s): Copies Item 3 Surface Use Plan Of Operations for Federal 8-89-31 #1 3 Operator Certification Drilling Plan for Federal 8-89-31 #1 3 Application For Permit To Drill (Form 3160-3) for Federal 8--89~ 31 #1 3 Well Plat Certified by a Registered Surveyor 1 Geospatial Database CD 1 One Check Made Payable To The BLM Check Remarks: Please see enclosed 3 Surface Use Plan Of Operations, 3 Drilling Plan, 3 Application for Permit To Drill (3160-3), 3 Operator Certification with attached maps and drawings. Please do not hesitate to contact me with any questions or requests for information. Thank you. SG interests I, Ltd. 1485 Florida Road, Suite C202 Durango, CO 81301 (970) 385-0696 TWELVE POINT SURFACE USE PLAN OF OPERATIONS Well Name: Federal 8-89-31 #1 Lease Number(s): Location(s): Surface: COC66692 Sec. 31, T88 R89W, 6thPM Bottomhole: COC66692 Sec. 31, T88 R89W, 6thPM Pitkin County, CO SG Interests I, Ltd. intends to drill the above referenced well, using the following plan of operations for the surface use: Directions to Location: From interstate - 70 exit 116 (Glenwood Springs); then foliow along (south) on Grand Avenue (Colorado State Highway NO. 82) i 1.6 miles. Turn right (west) on 27"' Street i 0.30 miles through the roundabout onto Midland Avenue, head south and continue on Midland Avenue 1.3 miles to the intersection of Midland Avenue and County Road 117 (4 Mile Road), continue right onto County Road 117 8.1 miles to Forest System Road 300, turn right on Forest System Road 300, then turn right along (north-west- south) on Forest System Road 300 i 11.9 miles, then turn left (northeasterly) onto existing access road 2 4.2 mites to proposed Federal 8-89-31 #1 access road, continue to bear left i 300' to proposed well pad Federal 8-89-31 #1 (see figures 1A). 1. Existing Roads The existing access roads will be maintained to Forest Service specifications. Figure 1A shows the existing access roads and routes to the well in relation to a town, village or other locatable public access point. Forest System Roads will be maintained as per USDA Forest Service specifications. SG Interests I, Ltd. will obtain a Road Use Permit from the Forest Service and any necessary performance and reclamation bonds as they pertain to roads prior to beginning drilling operations. if any roadwork is required, a work schedule will be submitted to the White River District Ranger before any work is started. The right-of- way width of existing roads will be maintained as they presently exist unless authority to widen is given by the White River District Ranger. Any damage to Forest System Roads, resulting from permittee's use will be repaired immediately. The operator will use water for dust control on Forest System Road 300 300.4K. All conditions of the Road Use Permit will be followed by SG Interests I, Ltd. All roads used in conjunction with this project wiil be maintained in as good or better condition as they were pre--project. SG will consider Gold Book and BLM Best Management Practices when improving or maintaining existing roads. Operations wiil cease, excepting emergencies, during periods when mud and silt cannot be contained within the road prism, or when construction specification cannot be achieved because of wet or frozen ground conditions. Vehicles wili not be towed through the mud. The operator will schedule heavy traffic periods, such as moving the rig in or out, to take place during the week if possible and not on weekends or holidays. All construction signage will be in compliance with the Manual of Uniform Traffic Controi Devices. The operator will post warning signs on Garfield County Road 117 (4 Mile Road) and National Forest System Road 300 to alert the public of heavy truck traffic. Page 1 of 9 SG Interests 1, Ltd. Federai 8-89-31 #1 SUPO The operator will use flagmen as necessary during drilling and related equipment moves on and off the drill site when utilizing public roads. 2. New or Reconstructed Access Roads Figures 1A, 1B, 1C 1B shows roads to be reconstructed and upgraded. A. B. New Well Access Road: No new roads are being proposed at this time. Reconstructed Access Road: The proposed development will utilize existing Forest System Roads 300 and 300.4K. A portion of the existing graded Forest System Road 300.4K, which is located off of Forest Service System Road 300, may require improvements that will be determined by the Forest Service official. The existing road that will be used for well pad access will require reconstruction, which will be approximately 200 ft. in length (see figures 1A, 1B, 1C 1D). Total reconstructed roads within the proposed project is limited to approximately 200' long 30' wide; road gradient will be maintained at grades of 9.88% for the majority of the proposed area Turnouts will not be necessary along the roadway for this project. In flat areas, 3:1 (horizontal to vertical) cut ditches will provide drainage on both sides of the road. If necessary, energy clissipaters, such as cobble, will be placed within the ditch to retard water velocities. As necessary, water bars or dips will be installed to allow drainage to pass across the road in a controlled fashion. Frequency of bars and dips will be determined using site specific criteria. The following reconstructive measures will be implemented: 1. Ali culverts shall have flared end sections or rock inlet and outlet protection. 2. All existing culverts shall be extended, cleaned--out, and repaired if necessary. 3 Catchment basins with rock armored outfalls as appropriate will be constructed at the culvert ends. 4. The culvert diameter will be a minimum of 18" constructed of corrugated metal. Erosion and Stormwater Control: All construction will require erosion and stormwater control structures. A stormwater permit is to be obtained from the Colorado Department of Public Health and Environments (CDPHE) Water Quality Control Division. Structures will be designed to minimize run~on and run-off events. Primarily berms, silt fencing, and ditches will be utilized. A detention pond wili be installed on the southeast corner of the pad, which will be sized based on field conditions post construction. All roads will have side barrow ditches or a single inside ditch for side hill sections. The well site plat includes the BMP's to be utilized for site specific concerns. The preferred treatment for fill slope, disturbed areas, and runoff control wili be seeding and revegetating the slopes and disturbed areas. Seed mixes are per Forest Service direction and are weed free. Cattle guards/fence cuts will be installed as per the Forest Service instruction. Culverts will be placed or upgraded as required by the Forest Service. Culverts will be designed for a minimum 25-year storm frequency with an allowable head that does not overlap the roadway or cause damage. The culvert diameter will be 18" constructed of corrugated metal (see figures 2A 8. 2B). Topsoil removed from the new well access road area and staging area will be separated and stored with the topsoil that was salvaged from the well pad area. The cut and fill areas resulting from creation of a level driving surface will be reclaimed as quickly as possible by returning topsoil to these areas and seeding them. Where practicable, SG interests I, Ltd. will scatter woody vegetation over disturbed surfaces during reclamation to serve as mulch and to stabilize the surface. Dust Mitigation: During the course of work there may be periods of inclement weather which may have an effect on the control of dust on and off the well site. This could be due to iong dry speils Page 2 of 9 SG interests 1, Ltd. Federal 8-89-31 #1 SUPO or periods of strong winds or both. If the above or similar conditions are encountered and have an effect on air quality, SG Interests I, Ltd. will apply water to disturbed areas as necessary to suppress dust. Application of an approved dust suppressant or watering is required to ensure resource protection and road user safety. The Forest Service responsible official wiil determine if dust abetment is necessary. The application of Magnesium Chloride (MgCl) or other dust suppressant agents may be required as a more effective material to reduce the amount of dust and to stabilize the surface. Application of will not occur when rainfall is forecast or within 100 feet of streams. G. Following pipeline installation, the operator will be responsible for completely reconstructing Forest Service access roads to Forest Service standards identified in the road design and approved road use plan. H. Use of any NFSR shall be restricted to periods when the road surface is not saturated. The operator shall inquire with the Forest Service representative if road conditions are questionable and a determination of the road condition is needed. 3. Locations of Existing Wells Figure 3 shows the known gas/oil/water injection, disposal, drilling wells within a one--mile radius of the proposed Federal 8-89-31 #1 well site. There is one abandoned well located within a 1-mile radius of the proposed well location. The dry abandoned (Rainbow Resources lnc. API well is located to the southeast of the proposed Federal 8-89-31 #1 natural gas well. There are no water wells located within a 1-mile radius of the proposed location. 4. Location of Proposed Facilities Figure 4 shows the locations of the proposed facilities and lines likely to be installed, located either on or off the well pad, to the extent known or anticipated. A. Aboveground facilities on site will include the piping and valves at the well head. There will be an enclosed gas/water separator for each well on the pad that will include gas and water meters, heaters and a fuel gas pot. Dimensions of the separator are approximately 11' ft wide 20' ft long 10 ft high. Four 400-BBL tanks will be located on the well pad. These measure approximately 12' wide and 20' high. Tanks have heaters that are used during cold weather conditions. Artificial lift may be needed for the Federal 8-89-31 #1 well on this location during the life of the well. Examples of lift include a 40 hp walking beam or other pumping unit may be used. Beam lifts are approximately 7 wide 29' long 20' high and are located approximately four feet away from the well head. A compressor may be needed on a well during its lifetime. Compressor skids are approximately 14' wide 20' long 9' high. Compressor horsepower is decided based on specific well conditions. Compressor engines will be permitted as appropriate through the Air Quality Control Division of the Colorado Department of Public Health and Environment. Possible water transfer pump would be a 20 horsepower natural gas motor with piping and meter enclosed in a shed 6' wide by 12' long by 8' high. B. Off the well pad. Both a gas line (up to12" in diameter) and water line (up to 8" in diameter) are planned for the well site and are anticipated to connect to future weils and ultimately to a gathering system. Both lines will be installed side--by--side in a trench, which will likely follow the contour of the access roads. Cathodic protection will be installed to protect metallic structures in various environments of the pipe line and the pipelines. C. All permanent structures wilt be painted to blend in with the surrounding landscape. A flat, non- reflective color specified by the Forest Service will be used. All facilities will be painted within 6 months of installation. Page 3 of 9 SG interests 1, Ltd. Federal 8-89-31 #1 SUPO 5. Location and Type of Water Supply (subject to change if economic or logistical considerations warrant) Water to be used during drilling and completion operations will be delivered to the location via water truck by either CASECO LLC. (1010 HWY 141, Whitewater, CO 8157), Screamin Eagle Trucking (32597 Highway 6 Silt, CO 81562) or a similar commercially available source. Drilling activities for the #1 well will require 3,000 BBL of fresh water. Recycled water will not be used in the drilling operations. Approximately 5,000 BBL of fresh water is needed for each well completion stage per well. This requires 63 round trips with an 80 BBL water truck. SG will use two or three water trucks to haul the water; approximately 21 round trips for each of three trucks. An estimated 80% of this water (4,000 BBL) flows back immediately and must be hauled off the location. Hauling flowback water requires 50 round trips with 80 BBL water trucks. if SG uses three trucks, each truck makes about 17 round trips to haul the water to disposal. The well may be completed in multiple zones or stages, depending on well log information acquired during the drilling of each well. If the well log information from the sandstone formation is favorable, only one completion stage will occur. If the well logs are not favorable for the sandstone formation, the well will be completed in the coal formation and an additional 5,000 BBL of fresh water will be required. No new roads to access a water source or water wells will be constructed for this project. 6. Construction Materials (subject to change if economic or logistical considerations warrant) The well pad wili be constructed from soils on site. The disturbed area for the pad and staging area during construction will be approximately 1.69 acres. Topsoil will be salvaged and stored adjacent to the well pad. The top eight inches of this soil, if present, will be salvaged for use over the reclaimed areas. The rest of the soil that is manipulated for this project will be considered subsoil and if stored on site, it will be stored separately from topsoil. Some topsoil will be used to reclaim areas around the ievel pad disturbed during construction, but not needed for long~term operations. The area of the ievel well pad will be approximately 1.38 acres following interim reclamation. It may be necessary to add gravel to the road, staging area, and well pad to support the expected drilling traffic. This gravel will be according to USDA-Forest Service specifications. The most likely source of gravel will be Western Slope Aggregates (406 County Road 104, Carbondale, CO 81623) or a similar commercially available source. Other sources may be used depending on the requirements and circumstances at the time the gravel is needed. 7. Methods of Handling Waste Materials A. Cuttings: Cuttings and pit liners will be disposed of at a permitted disposal facility, or maybe left on-site per COGCC regulations. Pit liners are removed following removal of the dry cuttings. They are disposed of at a solid waste disposal Soil testing under the removed liner area will be conducted prior to backfilling the pit area according to the Colorado Oil Gas Conservation Commission's 900 series rules. B. Garbage: The location and access roads will be kept orderly and as clean as practicable at all times. All garbage and trash will be put in a trash container. The container will be periodicaliy emptied at an approved disposal site. A portable latrine wilt be provided for human wastes, and wastes will be pumped from portable toilets and hauled to an approved sanitation facility. Sewage will not be buried on location. C. Salts: No salts are anticipated on this well location. D. Chemicals: Material Safety Data Sheets (MSDS) for all chemicals and hazardous materials that are used during the drilling, compietion, and producing operations will be maintained as per 29 CFR Any petroleum product or other spills will be cieaned up immediately and the Page 4 of 9 SG Interests 1, Ltd. Federal 8-89-31 #1 SUPO H. material will be hauled to an approved facility. The operator will prevent gasoline, diesel fuel, oil, grease, or any other petroleum products and drilling fluids from migrating off the location or from entering any live stream or riparian area. A spill kit will be available on site during completion and drilling operations. Fuels and lubricants will be transported by fuels distributors and will be stored in facilities specifically designed for that purpose. Drilling Fluids: Disposed of at a permitted commercial disposal facility. Oil or Water Recovered: Free water may be hauled to an approved disposal facility to facilitate drying of pits. If fluids must be removed from drilling pits, vacuum trucks will remove these fluids so that the pit liner will not be damaged with heavy equipment. These fluids will likely be trucked and disposed of at a commercial disposal facility. Reserve git liner: Pits will be lined with an impervious liner. This liner will have a minimum thickness of twenty-four (24) mils. The liner will cover the bottom and interior sides of the pit with the edges secured with at least a twelve (12) inch deep anchor trench around the pit perimeter. The anchor trench will be designed to secure and prevent slippage or damage to the liner materials. The area under the pit over which the liner is laid will be free of rocks and other objects that could puncture the liner. A minimum of two feet of free board will be maintained between the maximum fluid level and the top of the pits. The pits will be designed to exclude all surface runoff and will be constructed in the cut portion of the well pad. Back slopes will be 2:1 or less. The lined reserve pit or cuttings pit will be fenced on three sides with woven wire during drilling operations and the fourth side fenced immediately after the rig has been moved off location. Fencing will be 8' to 8' in height to prevent deer and elk as well as other wildlife from entering the pit. After the rig has been moved off location, bird netting will be placed over the pit to prevent birds from entering the pit area. The pit will remain fenced until it has dried enough to be backfilled. Sewage: Portable, self contained chemical toilets will be provided for human waste disposal. The well site cleanup will be concluded once the well completion operations have been finished. 8. Ancillary Facilities A. D. The 8G interests' Federal 8-89-31 #1 well site may require a staging area for construction materials gravel and piping), but we do not anticipate the need to maintain permanent storage on the site in conjunction with drilling operations at this time. A portion of the newly proposed well access road will be extended by 50' wide 150' long to accommodate the storage of construction materials used during the development of the well pad. The proposed staging area will be situated next to the access road. The staging area will be constructed from soils on- site to create a level surface. The level staging area surface will be graveled with three inches of pit--run, rock or road base (see figure 5D). All areas that are disturbed during the construction of the staging area will be covered under SG Interests' stormwater management plan. SG's plan to control runoff will include silt fencing/straw waddles, outfall protection, clean water, containment ditches and road side ditches. Once the staging area is no longer needed, it will undergo reclamation. The staging area will be returned to near original contour. Topsoil will be spread over the area and it will be reseeded. No camps or airstrips are planned at this time. 9. Well Site Layout -- Proposed if the Well is Productive Page 5 of 9 SG Interests 1, Ltd. Federal 8-89-31 #1 SUPO Figures 5A, 5B, 5C, 5D 5E show the location and orientation of the proposed drill pad, reserve pit location, access road entry points with respect to the topographic features and with cross section diagrams of the drill pad, the reserve pit showing all cuts and fills in relationship to the topography, the drilling rig, all dikes and ditches to be constructed, and the topsoil and/or spoil material stockpiies. The initial construction area of the weli pad is approximately 1.48 acres, which includes the cut/fill area. The shape of the well pad following interim reclamation is shown on the well site layout. Temporary facilities on the typical well pad may include a total of three traiiers during drilling operations for the drilling superintendent, the company representative, and the mud logger and mud engineer. if a closed loop system is employed, several cuttings bins will likely be used rather than a cuttings pit. The cuttings bin is a trailer container that holds cuttings aboveground until the trailer is hauled to an approved cuttings disposal area or will be disposed of on--site per COGCC rules and regulations. These temporary facilities will be used 24 hours per day during drilling operations. No trailers will be needed during the completion or testing phases as these are daylight operations. SG Interests plans to drill one (1) well, and potentially three (3) other wells in the future on the weli pad. The estimated lifespan ofthe gas wells is approximately 30 to 40 years. SG Interests will utilize the "flare stacked" method for flaring. SG will run a line to the edge of the pad. This line will be directed straight up 15'--20' from the surface of the pad once it reaches the edge of the pad. The flare will reach 5' to 10' from the end of the line. The flaring of gas does not create sparking and is thus not a fire risk to surrounding vegetation so long as the flare is a reasonable distance from combustible vegetation. Flaring into a pit or side out is not practical on a location of this size. Gas must be flared at a safe distance from the rig and crew. Flaring horizontally into a pit or side out near the rig creates the risk of gas accumulations near the crew and equipment, increasing the dangers flaring is intended to mitigate. 10. Plan for Reciamation of the Surface General Reclamation activities and standards on this well location will be guided by the BLM Gold Book, White River National Forest Plan Standards, and the Forest Service Manual 2840. Effective reclamation begins with wise planning, and strict adherence to construction and disturbance guidelines. it is concluded with measurable immediate, interim and long-term resource protection and reclamation efforts. SG Interests I, Ltd. in consultation with the Forest Service, will prepare a reclamation plan in order to effectiveiy manage the reclamation of Forest System iands disturbed by SG interests' development activities. SG Interests' reclamation goals are to: A. SG assumes responsibility for reclaiming ali new roads that are no longer needed for its ongoing operations after the drilling of the final well on the subject pad. Existing roads wiil be turned over to the appropriate authority in a state of good repair or obliterated per Forest Service direction. SG will protect the resources from unauthorized road use by instaliing gates where needed. Reclamation of the road/well pad will be performed in accordance with the Forest Service standards and regulations. The new access road constructed for this project wiil be obiiterated when it is no longer needed for this project. Seed mix wiil be appropriate to the area reclaimed as directed by the Forest Service. C. interim reclamation wiil be conducted on areas not required for ongoing production operations in accordance with the Forest Service's Directions. 1. Slopes will be at 3:1 or flatter uniess limited by site constraints. 2. Corners and slope changes will be uniformly piaced over the area to be reseeded. 3. The topsoil stockpile will be uniformly piacecl over the area to be reseeded. Page 6 of 9 SG Interests 1, Ltd. Federal 8-89-31 #1 SUPO 4. Reseeding of the site will be conducted using a seed mixture appropriate to the area reclaimed as directed by the surface management agency. D. A stormwater management plan will be developed for this well site. Stormwater management practices will be utilized as appropriate and will be indentified in the stormwater management plan. E. 8G is committed to preventing the introduction of noxious weeds during construction and controlling the expansion of existing noxious weed populations over the life of the project. All noxious weeds as defined by Pitkin County, BLM, and the state of Colorado (Colorado Weed Management Act CRS Title 35, Article 5.5 as amended) will be controlled. The purpose of this weed plan is to prescribe methods to treat existing weed infestations, prevent introduction and spread of infestations during construction, and monitor and treat infestations after construction is complete. The following preventative measures will be implemented to prevent the spread of noxious weeds: 1 . lf soil stockpiles are created in infested areas, these stockpiles will be kept as close as possible to the infested areas. No soil from infested areas will be moved until they are treated. Soil from an infested area will not be used in any other area beside where it was collected. Vehicles and equipment will be required to arrive at the work site clean, power-washed, and free of soil and vegetative debris capable of transporting weed seeds or other propagules. Materials used for erosion control and reclamation straw bales and seed mixes) will be obtained from sources that are weed free. Disturbed areas will be reseeded in accordance with the Forest Service and any applicable permit stipulations as soon as possible after construction activities have been completed. Depending upon the species of weed and the time planned for construction, methods of weed pre--treatment may include: 1. Mechanical--mowing, pulling by hand or tillage could be used. 2. of an approved herbicide by a licensed applicator. Herbicides will be selected based on recommendations by local weed control district or All herbicides will be applied in accordance with all applicable laws and regulations. 3. Cultural -- employing practices such as reseeding with non-invasive species that can outcompete noxious species. This type of treatment will be conducted in some fashion on all disturbed areas associated with the project. F. Well Plugging and Abandonment: If necessary, due to well conditions and productivity, SG will submit a Notice of Intent to Abandon (NIA) and await approval from the Forest Service. In the case of emergency, newly drilled dry holes, and failures, SG will request oral approval from the Forest Service subject to written confirmation. SG will notify the Forest Service prior to plugging operations in order to allow for approval and witnessing of the operations. G. Pit Reclamation: 1 . SG will first ensure that all pits are dry and in a safe and stable condition. Second, SG will reclaim pits to blend naturally with surrounding pad area. All pits will have had a 24 mil (or greater) thick liner in place. The pits will not be trenched (cut) or filled (squeezed). SG will ensure pits are free of oil and other liquid and solid wastes and allow pits to dry, pump them dry, or solidify them in--situ. SG will use a vacuum truck, not heavy equipment, to remove wet contents from the pit to ensure that no punctures are made in the liner. Page 7 of 9 SG Interests 1, Ltd. Federal 8-89-31 #1 SUPO 2. Once dry, SG will completely remove the pit liner per COGCC rules and regulations. The pit will be backfilled, and mounded to allow for positive drainage and settling with at least 36" of fill for cover. Prior to backfilling, SG will ensure that there is not a concentration of hazardous substances or other contaminates in the reserve pit. Any hazardous substances or contaminated soils will be removed and disposed of in accordance with applicable federal, state, and local regulations. H. Monitoring: SG will monitor interim and final reclamation progress (including roads and vegetation) through: 1. Conducting compliance and effectiveness monitoring in accordance with the Forest Service approved monitoring protocol. Evaluate monitoring data for compliance with the reclamation plan. Document and report monitoring data and revised reclamation strategies as needed. implement revised reclamation strategies as needed. Repeat the process of monitoring, evaluating, documenting/reporting, and implementing, until reclamation goals are achieved. 11. Surface Ownership The following is a list of the surface ownership of the well location, as well as all lands crossed by roads that SG Interests plans to construct or upgrade: Type: Surface Name of Surface Phone or Road Owner Address of Surface Owner Number NameINo USDA Forest Service 900 Grand Ave. Glenwood 970-945-2521 Surface White River National Springs, CO 81601 Forest Service Forest Road 300 300.4K 12. Other Information Firearms and dogs are not allowed on the access road or iocation during any phase of this project. The drilling crew will have sufficient fire equipment on hand during fire season for suppressing fires on the well pad or access road. Page 8 of 9 SG interests 1, Ltd. Federal 8-89-31 #1 SUPO Certification I hereby certify that t, or someone under my direct supervision, have inspected the drill site and access route proposed herein; that I am familiar with the conditions which currently exist; that I have fuli knowledge of state and federal laws applicable to this operation; that the statements made in this APD package are, to the best of my knowledge, true and correct; and that the work associated with the operations proposed herein will be performed in conformity with this APD package and the terms and conditions under which it is approved. I also certify that l, or the company I represent, am responsible for the operations conducted under this application. These statements are subject to the provisions of 18 USC 1001 for the filing of false statements. Executed this Etta day ofO(:ah:n 2:31;. Catherine Dickert, Environmental Permitting Manager SG Interests I, Ltd. 1485 Florida Road, Suite C202, Durango, CO 81301 Phone: 970-385-0696 Email: cdickert@sginterests.com Page 9 of 9 SG Interests 1, Ltd. Federal 8-89-31 #1 SUPO SG INTEREST I, LTD. FEDERAL 8~89-31 #1 SE1 /4 OF SECTION 31 TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY o1= PITKIN. STATE OF COLORADO ACCESS DESCRIPTION FROM INTERSTATE - 70 EXIT I I6 (GLENWOOD SPRINGS): THEN FOLLOW ALONG (SOUTH) ON GRAND AVENUE (COLORADO STATE HIGHWAY NO. 82) is I .6 MILES. THEN TURN RIGHT (WEST) ON 27TH STREET MILES THROUGH THE ROUNDABOUT ONTO MIDLAND AVENUE. HEAD SOUTH AND CONTINUE ON MIDLAND AVENUE i1.3 MILES TO THE INTERSECTION OF MIDLAND AVE. AND COUNTY ROAD 1 1'7 (4 MILE ROAD). CONTINUE RIGHT ONTO COUNTY ROAD 1 I7 i 8.1 MILES TO NATIONAL FOREST SERVICE ROAD 300 (AKA CR1 17), TURN RIGHT ON NATIONAL FOREST SERVICE ROAD 300 $1 1.9 MILES. THEN TURN LEFT (NORTHEASTERLY) ONTO EXISTING ACCESS ROAD SIGNED $4.2 MILES TO FEDERAL 8-89-31 ACCESS ROAD CONTINUE TO BEAR LEFT :1-.300' TO WELL PAD FEDERAL 8-89-31. 5.000' 0 10,000' GRAPHIC SCALE IN FEET 1" 10,000' DRAWN BY: SCALE: HIGH COUNTRY ENGINEERING, INC. RPK WELL SG INTERESTS L.m_ 15.7 BLAKE AVENUE, STE CHECKED BY: PROJECT NOZ GLENWOOD SPRINGS, co 81601 FWH 212165502 PHONE (970) 945ee7a ems: FAX (970) 9452555 SEPTEMBER 6. 2012 FEDERAL 8-89-31 #1 FILE: Figure 1A SG INTEREST I, LTD. FEDERAL 8-89-31 SE1 /4 OF SECTION 31 TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO 1.000' 0 2.000' GRAPHIC SCALE IN FEET 1" 2,000' HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE GLENWOOD SPRINGS. CO 81601 PHONE (970) 9458678 FAX (970) 943-2553 DRAWN BY: SCALE: RPK CHECKED BY: PROJECT FWH 212165502 WELL LOCATION PLAT PREPARED FOR: se Imam-:srs 1, L112. DATE: SEPTEMBER 6. 2012 FILE: 2/ 1655.02.DWG FEDERAL 8-89-31 #1 Figure 1B FEDERAL 8-89-31 1 SE1 /4 OF SECTION 31, TOWNSHIP 3 SOUTH, RANGE 39 WEST OF THE 6TH MATQI-ILINE I X0 731-00 21-0 EXISTING 18" CMP CULVERT PROPOSED 18" 0 72+50 CMP CULVERT EXISTING 24" CMP CULVERT 144+42_g FEDERAL STA: 69+50 EXISTING 24" +00 0 EXISTING 18,. 5x CMP CULVERT I5: . CMP CULVERT 3" STA: -- EXISTING 18" CMP CULVERT 5 X0 STA: 1364.0 EXISTING 24" CMP CULVERT 1354,93 STA: 80+50 \g,bHr 133-I-O0 L00 PROPOSED 18 CMP CULVERT 5:5+00 STA: I 17_g+0O 52+00 PROPOSED CMP CULVERT I_o_S+gg X9 0 5I+5o EXISTING 18" CMP CULVERT \7jI* c3'\Ox0O STA: 126-P00 6 6x 1080 CMP CULVERT EXISTING 18 CMP CULVERT 2 STA: 124+oO 23+g EXISTING EXISTING 18'' 0 00 CMP CULVERT CMP CULVERT 0 STA: STA: IX X0 STA: 35x 00 EXISTING CMP CULVERT oev STA: gbfisgo PROPOSED CMP CULVERT STA: STA: BEGIN ROAD IMPROVEMENTS TO PAD 8-89-31 STA: sowo 27 CMP CULVERT EXISTING 36" CMP CULVERT +0 ., STA: 6+ooO EXISTING 18 CMP-CULVERT STA. 106+75 22 CMP EXISTING 24 CMP CULVERT 0300 +00 I TIN MPSTA: I 21+0? EXISTING 28'' X8 I8 .CUL 02+" 00 CMP CULVERT 10* EXISTING 18 STAI CMP CULVERT STA: I 6 9 $00 QC) EXISTING 18 90 09 CMP CULVERT *0 of Q0 EXISTING 24 CMP .. CULVERT TO BE ., A CMP CULVERT CLEANED OUT - STA: STA: STA: EXISTWG 18.. 85400 1. ALL CULVERTS SHALL EXISTING 24 0 CMP CULVERT HAVE FLARED END SECTIONS CMP CULVERT 3+Oo STA: OR ROCK INLET AND OUTLET STA: 5+00 2+Oo EXISTING 18" 82+88 400 0 800 PROTECTION. NFSR 300 CMP CULVERT 8I+o0 2. ALL EXISTING CULVERTS 75$ 00 SHALL BE EXTENDED As 0 GRAPHICHSCALE IN FEET NECESSAW MATCHLINE-ABOVE LEFT 30? HIGH COUNTRY ENGINEERING, INC. SCALE: NM SG 1 CHECKED BY: PROJECT NO: GLENWOOD SPRINGS. CO 81601 FWH 212155502 PHONE DATE: FEDERAL 8-39-31 #1 FAX (970) 945-2555 FILE. SEPTEMBER 6.2012 EXISTING ACCESS ROAD PROFILE I 655.02.DWG Figure 1C FEDERAL 8-89-31 #1 SE 1 /4 OF SECTION 31, TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE 6TH P.M. STAGN AREA --. I. -Xx' I 18 I CMP ROAD ODE I 0- I I . EXISTING ROAD I 5' (NSFR 3OO.4K) PVI STA 0+50 LOW POINT ELEV 9727.00 PVI ELEV 9739.03 100.0' VC 100.0' VC L0w POINT STA 2+21.82 A.D. L0 0, M, PVI STA 1+71.82 21.51 3 33 33 PVI ELEV 9727.00 :5 jg 9.LLI CDCD U) Lu 2 LIJ LIJ 9740 EXISTING 9730 PROPOSED GRADE PROPOSED 18" CMP CULVERT 9720 EXISTING ELEVATION PROPOSED ELEVATION I DATUM ELEV CENTERLINET CENTERLINE B3, 33,33 J6 GRAPHIC SCALE IN FEET . 1" 100' 0+00 2+00 EXISTING ACCESS ROAD TO BE RECONSTRUCTED PROFILE HIGH COUNTRY ENGINEERING, INC. SCALE: NM WELL SG INTERESTS I, LTD. 1537 BLAKE AVENUE. 311-: 101 PROJECT "($121655 02 GLENWOOD spnmes. 1 1 . PHONE (970) 945-8897: FEDERAL 8--89--s1 #1 FAX (970) 945-2555 SEPTEMBER 5. 2012 EXISTING ACCT-535 ROAD 1-0 BE RECONSTRUCTED PLAN 8: PROFILE Figure 1D FEDERAL 8-89-31 #1 SE1 /4 OF SECTION 31 TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE 6TH P.M. -. EXISTING ROAD TO BE PROPOSED :30 LF -- - Es" CMP CULVERT -- - I A .. DETENTTON TO .BE . ..FIELD . PROPOSED CRADED SWALE VI I - I PROPOSED DIVERSION DITCH 1 t, . I AREA C, E. A . . A EXISTING WELL I cg, (CAPPED<58? PROPOSED 4' BERM EXISTING FENCE .. TO BE REMOVED 7 . AT THIS l. -. - . LOCATION . xf"7<3 PROPOSED I . \9g - CONTROL FENCE - .r -- DITTCHO Ag DTOTEOOF DRAINACE DITCH GRAPHIC SCALE IN FEET 60' HIGH COUNTRY ENGINEERING, INC. SCALE PLAT SG INTERESTSI LTD PREPARED FOR: CHECKED PROJECT NO: GLENWOOD SPRINGS. ca 81601 FWH 212165502 PHoNE(97oJ945ea7a DATE: FEDERAL 8-89-31 #1 FILE BEST MANAGEMENT PRACTICES LAYOUT Figure 2A FEDERAL 8-89~31 #1 SE 1 /4 OF SECTION 3: TOWNSHIP 3 soum, RANGE 89 WEST THE 6TH P.M. RIP-RAP D-50 9" DIAMETER ANGULAR CULVERT OUTLET PROTECTION CULVERT INLET PROTECTION N.T.S. N.T.S. LEGEND PEZOPOSI-IO SILT CONTROL FENCE :30? $5 nnoposeo INLET mzorecraom If (R) PROPOSED ounar :=t2oT?c?1oN .. SECURE TOP EDGE or Wm OF SEWW mom TO mace ram" To 85 sum) me new xwec FENCE BY CONTRACTOR rm-o 37 me PRIOR 10 CLOTH (7: 7 A 1 BURY EDGE or FELTER CLOTH 1N A OF 1. APPLY TO AU. NEWLY SLGPES STEEPER THAN 2 mm I-PPROXISJMELY or amnxar amseeoso EEYGND THE Pomlon or we mecuon FILYER CLOH-1-- THC 'v'n'i3'H A 5205'! OF 12' (.'s0crn} APART an THE GOYTOM 0? ma TRENCH. Mo COMPACT ms: TREHCH mm srAr=LaNc. ns=:=Lr 3550 TO COMPACIED song mo row r2sr.wNu~vn ,3 920 .53 (3. E3 30.1 fi_.Q Proposed 12"buried gas line Wellhead Proposed Federal 8-89- 4> -1431 #1 I 3% 2; 'cu {:Lines Secondary Containment 15.5' dia Tank 3 400 PW 15 5 dia Tank 2 400 PW 15 5 dla Tankl 40Dbb|sPW 155dia Water Transfer Note: Drawing is not to scale. Facilities to be if we}! is SG Interests I, Ltd. Federal 8-89-31 #1 Latitude: 39314544508 Longitude: -107368780389 SE of Section 31, Township 85, Range 89W, EMF DRAWN BY: /3 P.M. Pitkin County, CO I .4 1 DATE 912712012 Figure 4 OF EIETWE 31, STONES FOUND IN FEDERAL 8-89-31 #1 EN THE NORTHWEST CORNER OF SECTION 31 AND THE NORTH QUARTER CORNER OF SECTION PLACE. SECTION 30 2311.17' . I, FRANK W. HARRINGTON, D0 HEREBY STATE THAT THIS SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC. FOR SG INTERESTS, THAT SAID SURVEY WAS PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE AND THAT IT IS TRUE AND CORRECT TO THE BEST OF I AND KNOWLEDGE. I NOTES: 1. SE1 /4 OF SECTION 31, TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE 6TH P.M. BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF TRUE NORTH DETERMINED BY GPS OBSERVATION YIELDING A BASIS FEDERAL 8-89-31 PITKIN COUNTY COLORADO SECTION 31 SECTION 31 FOUND STONE FOUND STONE FOUND STONE WELL 1 2443.34' FSL E: I Ig GROUND EL: 9727.0 PAD EL: 9727.0 I I I i UTM ZONE 13 I SECTION 3 1 I8 NORTHING LEASE 4354358.345 BOUNDARY In 51/5; 295782.821 .9 SET 3-1/4" ALUMINUM '2 2545.57' CAP L5 19593 5 NAD 33 LAT: 39314544508 8 BOUNDARY In LONG: -107368780389 NAD 27 5 LAT: 39314562136 2 sa/4 -00 39/4 FEDERAL #141 3; (DRY ABAN ONED) I3 LEGEND In 2847.43' '4 rm (R) PROPOSED I5: WELL LOCATION 53 -Q. BOUNDARY 8 5 2 FIELD SURVEYED 3 SECTION CORNER SE1 /4 9 FIELD SURVEYED QUARTER CORNER . CALCULATED SECTION I . CORNER LOCATION 2549.30' 2649.30' SE CORNER 31 6 3-241.: STATEMENT 1000' 500' 1000' GRAPHIC SCALE IN FEET 1" 1000' LATITUDES AND LONGITUDES ARE BASED ON NAD83. NGS CONTROL POINTS 158" AND 158''. SEPTEM BER 6. 2012 WVVW.HCENG.COM FILE: I 2/ I I 655.02.DWG BY 2. ELEVATION BASED ON NAVD or 1988. FRANK w. 3. WELL MEASUREMENTS ARE 90' FROM SECTION LINES. I 27'! 4. USGS QUADRANGLE MAP 5. CURRENT SURFACE LAND USE: U.s. PUBLIC LANDS. 6. PDOP AT THE TIME or THE LOCATION OF SURFACE WELL 1.9. 7. DATE OF FIELD WORK, AUGUST 14, 2012. HIGH COUNTRY ENGINEERING, INC. SCALE 1000, PHONE (9701 94513576 cums: SE1 /4 - SECTION 31 FAX (970) 9452555 TOWNSHIP 8 SOUTH, RANGE 89 WEST OF 6TH P.M. PITKIN COUNTY, COLORADO Figure 5A FEDERAL 8-89-31 #1 OF SECTION 31, TOWNSHIP 8 SOUTH, RANGE 89 WEST or-" THE 6TH P.M. LAND OWNER WHITE RIVER NATIONAL FOREST PARCEL NO. USE: PUBLIC LANDS 400' RADIUS -- FROM WELL I EXISTING ACCESS ROAD TO BE RECONSTRUCTED STAGING AREA 15o?xV50' _7 . <83" A .. 8-89-31 . I I I EDGE or -A 1810.60' ADISTURBANCE WELLK I - - API 05-: 97-06,606 ABANDONED) gs, 2 2oo' I GRAPHIC SCALE IN FEET 1' 200' HIGH COUNTRY ENGINEERING, INC. PLAT SG LTD DF R: 151-7 BLAKE 51-: CHECKED BY: PROJECT NO: PREPARE GLENWOOD SPRINGS. co 81601 FWH 212165502 PHONE (970) 94543 FAX (970) 94525:? DATE SEPTEMBER 5. 20: 2 FEDERAL G1 LOCATION Figure 5B FEDERAL 8-89-31 #1 OF SECTION 31 TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE 6TH P.M. '1 RTAGING AREA 50.0; I '00. PROPOSED SURFACE LOCATION WELL 1 . LAND WHITE RIVER NATIONAL FOREST - A PARCEL NO. 2395-202-OO-958 USE: PUBLIC LANDS r_ 9 9 O6 "Tm LEXISTIIETPORTON OE-NESR 300:4 I /2 BE PROPOSED SPOIL . IF REQUIRED .7 'i . A E1 /4 CORNER U: SECTION 31.300} - I PROPOSED TOPSOIL I $9 STORAGE, 1600 CY I . I 5; - EOTION 31\ I GRAPHIC SCALE IN FEET . I I so I I I HIGH COUNTRY ENGINEERING, INC. SCALE: 1.. 50. WELL SG INTERESTS 1517 BLAKE AVENUE. 10' CHECKED PROJECT NOS I GLENWOOD SPRINGS. CO 81801 21 2 I 655.02 PHONE (970) 945-8 7 - '1 (970, 9452525" 6, 20 2 FEDERAL 889-31 #1 MW, WELL SITE LAYOUT Figure 5C FEDERAL 8-89-31 #1 OF SECTION 31 TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE 6TH P.M. I, STAGIAJG AREA a o_ 17 'v I ACCESS 1' '1 -- 1 1 PROPOSED SURFACE I WELL NODRILL RIG CUT SLRPE AREA 1 . ORIENTATION EXISTING GAS WELL: API FEDERAL #1 -31 (DRY ABANDONED) DISTURBANCE AREA TABLE 25>> 50' ITEM ACREAGE "row. PAD AND AREA 1.48 ACCESS ROAD 0.10 1.79 Acres FEET STAGING AREA 0.21 .. HIGH COUNTRY ENGINEERING, INC. some WELL ERESTS I LTD 1517 PROJECT 216 502 PREPARED FOR: GLENWOOD SPRIN . I 5 . PHONE (970) gm-E; FEDERAL 8.39.31 #1 9452555 SEPTEMBER 6' 2 FACILITIES 8: CONSTRUCTION LAYOUT Figure 5D PHONE (970) 945-8676 FAX (970) 9452555 OF SECTION 31 TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE 5TH P.M. EXIST NG GR DE 9736 I I A 9736 9732 I I 9732 9728 A 9-, 9728 9724 9724 9720 Rasgnvam 9720 9716 9716 9712 9712 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 CROSS SECTION A-A HORZ: 1" =50' VERT: 1" 25' GRADE 9736 I 9736 9732 1 9732 9728 9725 9724 9724 9720 RESERVE PIT 9720 9716 9715 9712 9712 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 CROSS SECTION B-B HORZ: 1" =50' VERT: 1" 25' I - . ESTIMATED EARTHW - ORK VOLUME SUMMARY K3 i CUBIC YARDS FILL 1,408 CUBIC YARDS ff.-1, I 5 1 1,600 cumc YARDS 13" TOPSOILNOTE: '3\Ii_ EARTHWORK QUANTITIES ASSUME 10% COMPACTION. 2' HIGH COUNTRY ENGINEERING, INC. SCALE: WELL 56 INTERESTS BLAKE STE 101 CHECKED BY: PROJECT N0: FOR GLENWOOD SPRINGS. co 91601 FWH 212165502 FEDERAL 8-8931 #1 DRILL PAD CROSS SECTIONS DATE: SEPTEMBER 6. 2012 FILE: Figure 5E SG Interests I, Ltd. 1485 Florida Road, Suite C202 Durango, CO 81301 (970) 385-0696 NINE POINT DRILLING PROGRAM Weil Name: Federal 8-89-31 #1 Lease Number(s): Location(s): Surface: COC66692 Sec. 31, T88, R89W, 6thPM Bottomhole: same same Pitkin County, CO The proposed well is a direct drill to be completed in the Corcoran formation, in accordance with the following plan: 1. Estimated Geologic Tops Formation/Group Depth of Top MESA VERDE 1670 COAL RIDGE 2650 SOUTH CANYON 3725 CAMEO 4050 ROLLINS 4180 COZZETTE 5035 CORCORAN 5275 2. Estimated Prospective Productive Formations Type Name Depth Thickness GAS CAM EO 4050 50 GAS COZZETTE 4180 150 GAS CORCORAN 5275 150 SG interests will protect the above listed resources by cementing casing across those formations. 3. Minimum Specifications for Pressure Control Equipment BOP equipment and accessories will meet or exceed BLM requirements outlined in 43 CFR Part 3160. A 3000 or a 5000 psig double ram hydraulic BOP will be used (see attached diagram) for the production hole portion of the weli (400' -- 5500'). Maximum anticipated formation pressure is 2300 -- 2500 psig. Accessories to the BOP will meet BLM requirements for the system used. The accumulator system capacity wili be sufficient to close all BOPE with a 50% safety factor. Fill line, kill fine and line to choke manifoid will be BOP's will be function tested every 24 hours and will be recorded on IADC log. Surface casing will be tested to 1500 psig for 30 minutes. Accessories to BOPE will inciude upper and lower Kelly cocks with handles, stabbing valve to fit drill pipe on floor at ail times, string float at bit, 3000 or 5000 psig choke manifold with 3" adjustable and 3" positive chokes, and pressure gauge. A 5M BOP Choke Manifold Diagram is attached. 4. Proposed Casing Program Casing! Liner Hole Casing Casing! Wt. Top Bottom Top Bottom Stage Size Size Grade Type (MD) (MD) (TVD) (TVD) Conductor 26" 16" J-55 75 Welded 80' 80' Surface 12.25" 9.625" J-55 40 LTC 0' 400' 0' 400' Production 8.50" 5.50" P410 17 LTC 0' 5,500' 0' 5,500' 5. Proposed cementing Program Stage Slurry Cement No. of Sacks 8: Vol. Cement Cement String Depth Type of Cement (BBL) Top Bottom Conductor 8 Yards Ready Mix 5 0' 80' Surface 130 Sacks VE RSACEM 155 0' 780 Sacks Light Standard Production 3,625' Premium Plus 256 0' 5,500' 6. Circulating Mediums A native water based spud mud system (FW) will be used for the surface hole (400' of 12-1/4" hole, set 9-5/8" casing). Primary product used will be gel for viscosity control. A Low-solids, non-dispersed gel system (LSND) will be used throughout the Production hole (5,100' of 8-1/2" hole, set 5- 1/2" casing to surface). Products used may include but not be limited to Barite for weighting material, gel for viscosity control, lime for alkalinity control, Pac LV for fluid loss, Desco for rheological control and to reduce gel and lost circulation materials (LCM) such as fibers, saw dust or walnut shells. Solids control equipment will include shakers and a centrifuge. Fluid densities will be maintained as low as possible to drill with minimal over--balance to reduce the possibility of losing returns and/or of differentially sticking the drill sting. Hole conditions and drilling parameters will be monitored closely for indications of increases in formation pressures. Fluid densities will be adiusted accordingly. Optimum hydraulics will be maintained to provide maximum hole cleaning and minimize washout of the wellbore. Rheological properties will be adjusted for optimum bit hydraulics, penetration rates and minimize drag forces on the wellbore. Holes conditions and mud properties will be optimized prior to running logs, running casing and cementing. Adequate amounts of lost circulation and weighting material will be on location if needed as well as sorbitive agents to handle potential spills of fuel or lubricants. Depth Type Quantity Wt (ppg) Vis (sec) loss Solids 0-400' FW i 8.5-8.7 30-40 NC LSND i 9.0-9.5 40-70 6-8 Cc 7. Testing, Caring and Logging Program No DST's or cores are planned. Open-hole logs will include GR, Induction, Caliper, and Density iogs from Lower Depth:' to Upper depth:' and GR, induction, Caliper, Density and FMI logs from TD to Lower Depth: Mud logger wiil be placed on well below surface casing. The mud logger will be responsible for monitoring gas from drilling and detecting abnormal pressure zones. 8. Anticipated Drilling Conditions, Pressures, Temperatures, Lost Circulation, H25, etc. No abnormal pressures or temperatures are expected in this well. Maximum anticipated reservoir pressure at TD is Max Pressures psig with a normal temperature gradient. Lost circulation is possible. Lost circulation material will be maintained on location. The Production long string will have two stage cementingjob performed. No H25 is expected nor has H25 been encountered in the drilling of any previous wells. 9. Other Operations Anticipated spud date is Month Year or as soon as permits are received and work can be scheduled. Estimated drilling time is 15-20 days. The well will be completed as a cased hole completion, perforated and hydraulicaily fracture stimulated. Completion operations are expected to take 14-28 days and will commence as soon after completion of driiling operations and scheduling allow. 5-M Choke Manifold Diagram 3" Min?mum 2' Mimmum 3943 SPE9 FEE SM CHOKE EQUHMENT OF CHOKE-LS MAY VARY my 0! as dsou: mmilutd syamns. bark: uni: an sow:-urns mum do-wuzzwn of car. can aucrxuc fa we pa-pcac ul naniloitna cu menu. 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