BEFORE THE OIL AND GAS CONSERVATION COMMISSION
OF THE STATE OF COLORADO
IN THE MATTER OF THE APPLICATION OF BILL BARRETT CORPORATION FOR AN ORDER ESTABLISHING SPACING AND WELL LOCATION RULES FOR THE WILLIAMS FORK FORMATION OF THE MESAVERDE GROUP FOR CERTAIN DESCRIBED LANDS IN THE MAM CREEK FIELD AREA, GARFIELD COUNTY, COLORADO |
CAUSE NO. 191 DOCKET NO. |
APPLICATION
COMES NOW Bill Barrett Corporation ("Applicant"), a Delaware corporation, by its attorneys, Gorsuch Kirgis
LLP, and makes application to the Oil and Gas Conservation Commission of the State of Colorado for an order establishing spacing rules applicable to the drilling and producing of wells from the Williams Fork Formation of the Mesaverde Group covering certain described lands in the Mam Creek Field area in Garfield County and in support of its application states and alleges as follows:1. That Applicant is a corporation duly authorized to conduct business in the State of Colorado.
2. That Applicant owns a leasehold interest in the greater portion of following described lands:
Township 6 South, Range 91 West, 6th P. M.
Section 19: N½N½, SW¼NW¼, SE¼NE¼
Section 20: N½
Section 21: NW¼NE¼, NE¼NW¼
Section 22: E½, N½NW¼, SE¼NW¼, NE¼SW¼
Section 23: S½NW¼, S½
Section 24: SE¼NE¼, SW¼, S½SE¼
Section 25: N½, N½S½, SE¼SW¼, SW¼SE¼
Section 26: N½
Section 27: E½, E½W½, SW¼NW¼, W½SW¼
Section 28: W½NE¼, SE¼NE¼, E½SE¼
Section 31: SW¼SW¼
Section 33: E½, SE¼NW¼, SW¼
Section 34: All
Section 35: All
Section 36: All
Township 6 South, Range 92 West, 6th P. M.
Section 13: S½SW¼
Section 14: SE¼SE¼
Section 16: SW¼SE¼
Section 19: All
Section 20: All
Section 21: All
Section 22: All
Section 23: NE¼NE¼, NW¼NW¼, S½N½, S½
Section 24: All
Section 25: All
Section 26: All
Section 27: All
Section 28: All
Section 29: All
Section 30: All
Section 33: SW¼
Section 34: E½
Section 35: All
Section 36: All
Township 7 South, Range 91 West, 6th P. M.
Section 1: Lots 1-4, S½S½ (All)
Section 2: Lot 1, SE¼SE¼
Section 5: Lot 4, S½SW¼
Section 6: Lots 1, 2, 4, 5, SE¼SW¼, SW¼SE¼
Section 11: All
Section 12: All
Township 7 South, Range 92 West, 6th P. M.
(hereinafter "Application Lands")
3. That the following described subject lands are subject to the Commission’s Order No. 191-4 in Cause No. 191 which designated such lands as 640 acre drilling and spacing unit for the production of gas and associated hydrocarbons from the Mesaverde Formation with the permitted well to be located no closer than 990 feet to the boundaries of the Unit:
Township 6 South, Range 92 West, 6th P. M.
Section 22: All
Section 24: All
Section 25: All
Section 26: All
Section 27: All
Section 36: All
4. That the following described subject lands are subject to the Commission’s Order No. 191-5 in Cause No. 191 which ordered that additional wells, not to exceed sixteen (16) wells, were to be allowed to be drilled in the 640 acre drilling and spacing unit for the production of gas and associated hydrocarbons from the Mesaverde Formation with the permitted well to be located at a distance of at least 400 feet from the outer boundaries of the drilling and spacing unit and no closer than 800 feet to any well or wells producing or producible from the same formation:
Township 6 South, Range 92 West, 6th P. M.
Section 25: All
5. That the following described subject lands are subject to the Commission’s Order No. 191-5 in Cause No. 191 which ordered that such 640-acre drilling and spacing unit shall be decreased to 40-acre drilling and spacing units for the production of oil, gas and associated hydrocarbons from the Mesaverde Group with the permitted well locations to be located in accordance with Commission Rule 318:
Township 6 South, Range 92 West, 6th P. M.
Section 36: All
6. That the remainder of the described Application Lands are unspaced and subject to the Commission’s Rule 318a.
7. That Applicant and others have drilled, tested and completed multiple wells in the Williams Fork Formation of the Mesaverde Group upon the Application Lands and other nearby lands.
8. That to promote efficient drainage within the Williams Fork Formation of the Mesaverde Group of the Application Lands, the Commission should increase the number of wells which can be optionally drilled into and produced from the Williams Fork Formation of the Application Lands which constitute existing drilling units; which constitute new drilling units (pursuant to the application of Paragraphs 9 through 12 of this Application) or which are unspaced (pursuant to the application of Paragraph 13 of this Application) to the equivalent of one Williams Fork well per 10 acres.
9. That as to the following described Application Lands, the Commission shall order that approximate 640-acre drilling and spacing units be created for the production of gas and associated hydrocarbons from the Williams Fork Formation:
Township 6 South, Range 91 West, 6th P. M.
Section 34: All
Section 35: All
Section 36: All
Township 6 South, Range 92 West, 6th P. M.
Section 20: All
Section 21: All
Section 35: All
Township 7 South, Range 91 West, 6th P. M.
Section 11: All
Section 12: All
10. That as to the following described Application Lands, the Commission shall order that approximate 320-acre drilling and spacing units be created for the production of gas and associated hydrocarbons from the Williams Fork Formation:
Township 6 South Range 91 West, 6th P. M.
Section 19: N/2
Section 20: N/2
Section 22: E/2
Section 23: S/2
Section 25: N/2
Section 26: N/2
Section 27: S/2
Section 33: E/2
Township 6 South, Range 92 West, 6th P.M.
Section 23: S/2
Section 24: W/2
Section 28: N/2
Township 7 South, Range 91 West, 6th P.M.
11. That as to the following described Application Lands, the Commission shall order that approximate 160-acre drilling and spacing units be created for the production of gas and associated hydrocarbons from the Williams Fork formation:
Section 28: SW¼
Section 28: SE¼
12. That as to the following approximate 80-acre drilling and spacing units be created for the production of gas and associated hydrocarbons from the Williams Fork formation:
Township 6 South Range 92 West, 6th P.M.
Section 34: S/2SE¼
13. That as to the remainder of the Application Lands [unspaced], Commission shall order that all future Williams Fork wells should be located downhole anywhere upon the such Application Lands but no closer than 100 feet from the boundaries of any lease line unless such lease line abuts or corners lands in respect of which the Commission has not at the time of drilling permit application granted the right to drill 10 acre density wells in which event the wells should be drilled downhole no closer than 200 feet from the lease line which so abuts or corners the lands in respect of which 10 acre density downhole drilling for Williams Fork wells has not been ordered by the Commission.
14. That as to all future Williams Fork wells to be drilled upon the Application Lands within drilling spacing units (either preexisting or granted pursuant to this Application), the well should be located downhole anywhere in the drilling and spacing unit but no closer than 100 feet from the boundaries of the unit without exception being granted by the Director of the Oil and Gas Conservation Commission. It is provided however that in cases where the Application Lands abut or corner lands in respect of which the Commission has not at the time of drilling permit application granted the right to drill 10 acre density Williams Fork wells, the well should be located downhole no closer than 200 feet from the boundary or boundaries of the drilling unit so abutting or cornering such lands without exception being granted by the Director of the Oil and Gas Conservation Commission.
15. That wells to be drilled under this Application will be drilled from the surface either vertically or directionally from no more than one pad located on a given quarter quarter section unless exception is granted by the Director of the Colorado Oil and Gas Conservation Commission.
16. That the above-proposed spacing and well location rules will allow more efficient drainage of the Williams Fork Formation of the Mesaverde Group; will not promote waste; will not violate correlative rights and will assure the greatest ultimate recovery of gas and associated hydrocarbon substances from the reservoir.
17. That the names and addresses of the interested parties according to the information and belief of the Applicant are set forth in Exhibit A attached hereto and made a part hereof.
WHEREFORE, Applicant respectfully requests that this matter be set for hearing in January, 2005, that notice be given as required by law and that upon such hearing this Commission enter its order consistent with Applicant's proposals as set forth above.
Dated this _______ day of November, 2004.
GORSUCH KIRGIS
By:
William A. Keefe
Tower 1, Suite 1000
1515 Arapahoe Street
Denver, Colorado 80202
STATE OF COLORADO )
) ss.
CITY AND COUNTY OF DENVER )
William R. Givan, of lawful age, being first duly sworn upon oath, deposes and says that he is the Landman for Bill Barrett Corporation and that he has read the foregoing Application and that the matters therein contained are true to the best of his knowledge, information and belief.
William R. Givan
Subscribed and sworn to before me this _____ day of November, 2004.
Witness my hand and official seal.
My commission expires:
Notary Public
EXHIBIT A
Albert J. & Karen S. O'Toole
1711 County Road 331
Silt, CO 81652-9604
Antero Resources II Corporation
1625 17th Street, Suite 300
Denver, CO 80202
Arlen & Edith West
340 County Road 326
Silt, CO 81652
Barrett D. Baker
717 17th Street, Suite 1545
Denver, CO 80202
Barry L. Stout
2000 Baldy Creek Road
New Castle, CO 81647
Brit C. Mclin &
Sharon T. Mclin
1078 County Road 335
Silt, CO 81652
Darrow V. Parker, c/o Karla Harlan
P. O. Box 712
Silt, CO 81652
Dennis E. Dewey & Vicki L. Dewey
4050 County Road 311
New Castle, CO 81647
Devra L. Altman
2020 E. 4th Ave.
Denver, CO 80206
Donald E. & Mary Edith Louthan, JT
440 East 7th Street
Rifle, CO 81650
Douglas Lee Weller & Judy Elaine Weller
4408 County Road 331
Silt, CO 81652
EnCana Oil & Gas (USA) Inc.
960 17th Street
Denver, CO 80525
F. A. Anderson, F.J. Arroyo, A.B. Byerly and Jason Alan Scott
12 Bullrush Court
Stafford, VA 22554
Flag Resources Inc. Profit Sharing Plan
287 Midvale Drive
New Castle, CO 81647
Gary R. & Phyllis E. Hall
15737 West 2nd Avenue
Golden, CO 80401
Great Northern Gas Company
621 17th Street, Suite 2150
Denver, CO 80293
Harold P. & Deanna M. Hoffmeister
232 County Road 326
Silt, CO 81652
Harold R. Smith, Jr. & Linda L. Smith
546 County Rd. 326
Silt, CO 81652
Harry A. Garner & Leslie L. Garner
P. O. Box 324
Glenwood Springs, CO 81602
Howard Robinson, aka Charles Howard Robinson, aka C. Howard Robinson, and Clarice J. Robinson
P. O. Box 1185
Rifle, CO 81650
Jeffrey Stephen Hoffmeister
27653 US Highway 6 & 24
Rifle, CO 81650
Jerry P. & Kristina K. Hoffmeister
4458 County Road 331
Silt, CO 81652
John D. Fergen Revocable Trust & Geneva S. Fergen Revocable Trust
3125 County Rd. 312
New Castle, CO 81647
Joyce Van Every
0820 127 Road
Glenwood Springs, CO 81602
Juniper Group LLC, Colo corp
6924 N Firenze Dr
Tucson, AZ 85704
Kristine M. Peterson
Suite 203
2525 S. Wadsworth Blvd.
Lakewood, CO 80227
Larry R. & Darcy A. Campbell
P.O. Box 85
Silt, CO 81652
MAP2003-NET
100 Park Avenue, Suite 1009
Oklahoma City, OK 73102
Maralex Resources, Inc.
621 17th Street, Suite 1125
Denver, CO 80293
Mark A. Huttner & Cathlyn J. Huttner
21427 East Ottawa Circle
Aurora, CO 80016
McFee Investment Co., Inc.
3141 Hood Street
Dallas, TX 75219
Michelle Schirer & Daniel Schirer
531 County Rd. 326
Silt, CO 81652
Peter L. Israel & Wendy K. Israel
FKA Wendy K. Gosewich
P. O. Box 780
Ophir, CO 81426
Retamco Operating, Inc.
3301 Stonewall Lane
Billings, MT 59102
Richard Altman & Co.
c/o Colorado State Bank
6865 E. Floyd Ave.
Denver, CO 80224
Richard Mel Jowell &
Marie E. Jowell
555 North 4th Street
Silt, CO 81652
Russell L. Dahlin
840 - 326 Rd.
Silt, CO 81652
Shirley Arbaney c/o Rick Arbaney
5646 CR 331
Silt, CO 81652
Stephen R. & Leslie A. Schubert
3692 County Road 311
Silt, CO 81652
The Harold P. Hoffmeister Family Trust, dated 12/17/01
232 County Road 326
Silt, CO 81652
Thomas S. Platzer & Linda M. Platzer
3694 County Rd. 311
Silt, CO 81652
V. Z. Walton Investments, LLC
1224 East McMurray Blvd.
Casa Grande, AZ 85222
West Valley Development Holding, LLC
201 North Mill Street, Suite 201
Aspen, CO 81611
William D. Yeik
P. O. Box 502
Eagle, CO
81631-0502
William G. & Janette M. Kaufman
925 Bennett Avenue
Glenwood Springs, CO 81602
William J. Solinger
4064 County Road 331
Silt, CO 81652
William M. Smith & Patricia A. Smith
795 County Rd. 326
Silt, CO 81652
Williams Production RMT Company
Tower 3, Suite 1000
1515 Arapahoe Street
Denver, Colorado 80202
Windsor Castle Springs, LLC
2202 Timberloch Place, Suite 222
The Woodlands, TX 77380
Yates Petroleum Corp.
105 S. 4th Street
Artesia, NM 88210
Young Enterprises
612 Rico Way
Grand Junction, CO 81506
BEFORE THE OIL AND GAS CONSERVATION COMMISSION
OF THE STATE OF COLORADO
IN THE MATTER OF THE APPLICATION OF BILL BARRETT CORPORATION FOR AN ORDER ESTABLISHING SPACING AND WELL LOCATION RULES FOR THE WILLIAMS FORK FORMATION OF THE MESAVERDE GROUP FOR CERTAIN DESCRIBED LANDS IN THE MAM CREEK FIELD AREA, GARFIELD COUNTY, COLORADO |
CAUSE NO. DOCKET NO. |
AFFIDAVIT OF MAILING
STATE OF COLORADO )
) #9; ss.
CITY AND COUNTY OF DENVER )
William A. Keefe of lawful age, and being first duly sworn upon his oath, states and declares:
That he is the attorney for Bill Barrett Corporation, that on November ____, 2004 he caused a copy of the attached Application in the subject docket to be deposited in the United States Mail, postage prepaid, addressed to the parties listed on Exhibit A to the Application.
William A. Keefe
Subscribed and sworn to before me November, 2004
Witness my hand and official seal.
My commission expires: January 24, 2005
Notary Public
MAMM CREEK FIELD OPERATIONS PLAN
GARFIELD COUNTY, COLORADO
1.0 DRILLING AND COMPLETION OPERATIONS
It is BBC's intent to limit the density of surface locations to one surface pad per 80 acres. This will be accomplished by drilling up to 8 bottom hole locations from one well pad. Anticipated exceptions to this policy are limited to situations that are dictated by topographic constraints, lease boundaries, and surface owner requests.
Bill Barrett Corporation (BBC) will conduct all operations including drilling and completion activities in the Mamm Creek Field in accordance with Colorado Oil & Gas Conservation Commission (COGCC) rules and regulations. This includes requirements set forth in the COGCC May 3, 2001, July 23, 2004, August 23, 2004, and August 25, 2004 area specific Draft Notices to Operators.
2.0 WATER WELL SAMPLING
BBC shall implement a ground-water monitoring program to determine backgound and post- operation conditions of ground-water quality in the BBC area of activity. In summary, existing wells within a one-half mile of drilling activity will be testing before drilling and again within sixty days of completion of drilling.
The monitoring objectives are to delineate the existing or background ground-water quality and quantity in areas of upcoming BBC drilling and completion operations and determine if such operations have an effect on water quality or well productivity.
Monitoring Methods
Prior to drilling activities, BBC will identify through Colorado State Engineer records and landowner contact, the location of any water wells within 1/2mile of drilling locations. BBC will obtain authorization of landowners for any testing.
Prior to sampling, the annular space vapor screening will be conducted with field instruments sensitive to methane. This test is dependant upon ready access to the wellhead without structural modification.
Quantitative yield will be determined by pumping the well at the highest rate possible using currently installed equipment for a period of one hour. Flow rates will be recorded every ten minutes and evidence of pumping off, methane vapor or sediment production will be noted. Any other unusual characteristics such as discoloration or odors will also be recorded.
Water samples will be collected from the point in the water system nearest the well. The sample will be analyzed for dissolved methane, oil & grease, benzene, toluene, ethylbenzene, xylenes (BTEX), common cations/anions, total dissolved solids, pH, and specific conductance. If dissolved methane is detected at 2 mg/L or greater, the composition and the ratio of stable carbon isotopes in the methane will be analyzed to determine gas type (thermogenic, biogenic or mixture). If the testing results indicate biogenic gas, then no further isotopic testing shall be required. If the results indicate thermogenic gas or a mixture of biogenic and thermogenic gas, BBC shall determine an investigation strategy to determine the source of the gas.
The post-drilling activity test will be conducted within 60 days of cessation of completion activities at the well site and will be conducted in a manner as identical as possible to the tests conducted prior to the activity.
Copies of all test results described above shall be provided to the owner of the well and to the COGCC. .
3.0 NOISE ABATEMENT
BBC will attempt to locate or orient engines and their exhausts to reduce the noise perceived by residents closest to wells. BBC will require that equipment used on locations is modern and well maintained. BBC will evaluate noise generation from equipment and request that contractors refit mufflers etc. in situations that the volume produced is unnecessarily high. BBC will also install sound barriers where appropriate to achieve compliance with COGCC rules
4.0 LIGHTING ABATEMENT
Lighting is required on all active drilling rigs and the immediate working area for safety reasons. If a drilling rig is within 500 feet of an occupied residence, BBC and its subcontractors will make a good faith effort to align the rig and equipment to minimize the proportion of the lights that are directed towards the residence. If practicable, BBC will install lighting shield devices on some of the more conspicuous lights. Note that shielding devices on drilling rigs are rarely effective due to wind and vibration effects.
5.0 AIR EMISSIONS / ODOR ABATEMENT
BBC will install equipment to control emissions from stock tanks and dehydration units that are within one thousand (1,000) feet of an occupied building or in response to an odor complaint that cannot otherwise be remedied.
6.0 ENVIRONMENT AND SAFETY
BBC will comply with all COGCC, Colorado Department of Public Health and Environment (CDPHE), and Environmental Protection Agency (EPA) spill control, cleanup, and reporting requirements. BBC will notify the surface owner(s) of the land in the event of a reportable spill of E&P waste or any hazardous substance. Surface owners shall be notified in writing if telephone or other verbal communication is unsuccessful.
Sanitary facilities will be on site at all times during construction and installation. Sewage will be placed in a portable chemical toilet. The toilet will be replaced periodically utilizing a licensed contractor. Toilet contents will be delivered to local Wastewater Treatment Facility in accordance with state and county regulations. Disposal will be in accordance with State of Colorado and Garfield County rules and regulations regarding sewage treatment and disposal.
All refuse (trash and other solid waste, including cans, paper, cable, etc.) generated during construction and testing activities will be contained in an enclosed receptacle, removed from the location promptly, and hauled to an authorized disposal site.
Immediately after completion of construction, all debris and other waste materials not contained within trash barrels will be cleaned up and removed from the location.
All project-related activities involving hazardous materials use will be conducted in a manner that minimizes potential environmental impacts. An on site file will be maintained containing current Material Safety Data Sheets (MSDS) for all chemicals, compounds, and/or substances that are used in the course of construction and operations.
No hazardous substance, as defined by CERCLA, will be used in pipeline construction operations. No RCRA hazardous wastes will be generated by pipeline construction operations.
Any spills of oil, gas, or any other potentially hazardous substance will be reported immediately to the BLM, local authorities, and other responsible parties, and will be mitigated immediately, as appropriate, through cleanup or removal to an approved disposal site.
BBC integrates safety and the environment into every aspect of its work. All BBC employees are regularly trained in effective safety practices. The elements of training include courses covering blood borne pathogens, confined space entry, effective handling of contractors and subcontractors, drum storage and handling, hazard communications, hot tapping procedures, hot work permit procedures, hydrogen sulfide, incident reporting guidelines, lockout/tagout procedures, MSDS, personal protective equipment, pressure vessel inspection, SPCC inspection guidelines and disaster recovery plans.
In addition, BBC will install security fencing around wellheads and production equipment to prevent unauthorized incursions.
7.0 ROADS AND TRAFFIC ISSUES
BBC will monitor the condition of roads utilized in operations and in those situations where reasonably warranted, apply dust suppressants such as water and/or magnesium chloride solution will be applied.
BBC takes traffic issues very seriously and will do everything practicable to ensure BBC personnel and contractors follow all traffic laws. BBC will periodically forward a "NOTICE TO ALL CONTRACTORS" regarding driving and traffic law adherence and BBC policy of discipline up to removal from BBC projects for violators. BBC will request assistance from the local citizenry as well to report violators to the county sheriff as well as to BBC for investigation and/or enforcement. BBC will require that all contractor vehicles have their company name and/or logo displayed conspicuously for easy identification.
BBC will request that when staging of equipment on roads is necessary, that locations remote from residences or other sensitive sites be chosen.
8.0 RECLAMATION AND WEED MANAGEMENT
8.1 Introduction
This reclamation plan is applicable to the 10-acre well density application area. It covers soil salvage, soil stockpiling, re-topsoiling, soil amendments/fertilization, seeding, seed mixtures, mulching, Best Management Practices (BMP’s), fencing, weed control, revegetation inspections and revegetation monitoring.
The reclamation process has been divided into four major phases: predisturbance planning and site preparation, site stabilization reclamation, interim and final reclamation, and reclamation success monitoring. By minimizing the amount of land disturbed through predisturbance planning and initially preparing the site for construction activities with the understanding that the
area would eventually be reclaimed (e.g., topsoil stripping and stockpiling for later use during site reconstruction, minimizing cut-and-fill slopes, and disturbing as small an area as possible), the acreage requiring disturbance would be reduced and reclamation success would be facilitated.
Interim reclamation includes those measures conducted concurrently with or immediately after initial disturbance such as seeding with a quick-growing temporary mixture to establish ground cover. Site stabilization will generally be completed within 30-60 days of well completion and will last for the life of the well.
Interim reclamation involves the reconstruction of areas during the planned development, but not necessarily disturbed for the life-of-well (LOW) (production reclamation), as well as stabilization of disturbed areas to control runoff and erosion until permanent reclamation procedures are applied. Construction-related disturbance areas along road rights-of-way (ROW’s) and topsoil stockpiles are examples of interim reclamation sites. Final reclamation includes the reconstruction of locations and associated ROW’s no longer needed for the project. A non-producing well location and associated access road are examples of final reclamation sites. Upon project completion, all disturbed areas except roads to be retained for other land uses, as designated by the landowner, would be reclaimed.
Reclamation success monitoring involves assessing the status of reclaimed areas to ensure they meet desired site stability and productivity standards. Reclamation monitoring would be performed by BBC and would include an evaluation of plant cover, density, and diversity. Non-cropland vegetation would be expected to contain a diverse mixture of grasses, forbs, and shrubs.
8.2 Reclamation Objectives and Goals
Short-term reclamation goals are the immediate stabilization of disturbed areas to control erosion and provide protection for adjacent undisturbed areas from unnecessary degradation. Erosion will be considered controlled when water naturally infiltrates into the soil; gullying, headcutting, or slumping is not observed; and rills are less than 3 inches deep. The long-term reclamation objective is to restore all disturbed lands to allow for the re-establishment of self-sustaining desirable vegetation. Desirable vegetation is defined as the pre-existing agricultural crop or vegetation which provides forage for big game, livestock, and other wildlife. Revegetation efforts will preclude the need to return the site to a "natural pre-existing condition," which is costly and may be non-beneficial to the parties involved. Other goals include the protection of surface water and groundwater resources through the reconstruction of a geologically and hydrologically stable landform that would support future land uses (i.e., wildlife habitat, recreation, livestock grazing, and mineral exploration).
Reclamation objectives are:
The isolation and/or removal of all undesirable materials (e.g., poor-quality subsoils, contaminated soils, potentially hazardous materials) to protect the reclaimed landscape from contamination;
Re-contouring and implementation of other soil conservation, surface manipulation and water management techniques to establish stable slopes, water courses, and drainage features to minimize erosion and sedimentation;
Revegetation of reclaimed areas to stabilize soils and establish a vigorous, diverse, self-perpetuating plant community, which includes little undesirable vegetation and is able to support postdisturbance land uses;
Establishment of acceptable long-term visual aesthetics by minimizing visual contrasts.
8.3 Affected Communities/Habitat
Within the projects area, five general plant communities have been identified. These plant communities include steep-slope xeric shrub, pinyon/juniper woodland, big sagebrush, desert shrublands, and hay meadows. The steep-slope xeric shrub community contains mountain mahogany and antelope bitterbrush, often with an overstory of pinyon and juniper. Pinyon/juniper woodlands consist of pinyon and juniper, with an understory of wheatgrass and needlegrass. The big sagebrush community contains sagebrush, saltbush, greasewood, and wheatgrass. The desert shrubland community primarily consists of saltbush, sagebrush, and warm-season grasses. Portions of the areas contain irrigated hay meadows which may include wet areas.
The project area contains habitat that have been identified by the Colorado Division of Wildlife (CDOW) for mule deer as winter range, severe winter range, and winter concentration areas. Winter range is described as part of the range of a species where 90% of the individuals are located using the average five winters out of ten from the first heavy snowfall to spring green-up. Severe winter range is that part of the range of a species where 90% of the individuals are located when the annual snowpack is at its maximum and/or temperatures are at a minimum in the two worst winters out of ten. Winter concentration areas are defined as that part of the winter range of a species where densities are at least 200% greater than the surrounding winter range density during the same period used to define winter range in the average five winters out of ten.
8.4 Predisturbance Inventory and Site Planning
Prior to actual construction activities, BBC personnel will review locations of well pads, access roads, and ancillary facilities. The following items will be evaluated and/or inventoried.
Suitability of slopes steeper than 2:1 for construction activities with special erosion control and slope stability measures such as crib walls, soil nailing, etc.
Evaluation of jurisdictional wetland areas for exclusion from construction disturbance vs. areas that can be properly reclaimed without long term damage to riparian or wet areas and as agreed to by land owners.
Identify an appropriate buffer from intermittent and ephemeral streams.
Inventory noxious weeds listed in the Colorado Noxious Weed Act (Colorado Department of Agriculture, 1996) and Garfield County Noxious Weed Management Plan (Garfield County Vegetation Management, 2000).
Consider Best Management Practices (BMP’s) to be utilized during construction and as a part of final reclamation efforts. Reclamation BMP’s may be better defined immediately post-completion of construction activities.
Make plans for fencing for proposed disturbance areas for rangelands.
A comprehensive description of revegetation and erosion control efforts is described in each the following sections of this reclamation plan.
8.4.1 Wellpad and Facility Site Construction
Prior to construction, proposed pad and facility site locations would be surveyed and staked. Locations would be designed to parallel the contour if possible with reserve pits on the uphill side of pads whenever possible. Wellpads would be designed and constructed to disturb the smallest area necessary to provide for efficient and safe operations.
Excess cut material would be incorporated into fill slopes or placed in designated areas and stabilized. Backsloping would be necessary only in areas of steep terrain (>10% slopes).
During construction, interceptor ditches may be installed above cuts and around reserve pits, as necessary. Collector ditches and sediment control structures storm events may be required below fill areas. Flows would be diverted and/or collected before being discharged from the disturbed area.
8.4.2 Roads
New roads generally would follow natural contours where possible and would be constructed in accordance with industry road standards. For roads on slopes of less that 15%, available topsoil would be stripped from the construction area and placed in windrows within the construction ROW by sidecasting with a grader. After road construction, topsoil would be replaced on road outslopes, and these areas would be reseeded.
8.4.3 Pipelines
Vegetation would be removed from pipeline ROW’s where possible so as to leave the root systems intact, and the removed vegetation would be spread over disturbed areas to provide protection, nutrient recycling, and a natural seed source. If pipelines are trenched rather than plowed in, trenches would be excavated with a backhoe to minimize disturbance.
Frozen soils, vegetation, and snow would not be used to backfill pipeline trenches. This action would reduce trench compaction needs.
Construction of pipelines in jurisdictional wetlands would comply with Corp. of Engineers (COE) permit requirements. Silt fences or other sediment control devices would also be installed along channel banks where sedimentation is excessive and at the bases of slopes adjacent to wetland/riparian areas and surface water bodies as necessary to control sediment.
Temporary sediment barriers would remain in place until final revegetation measures have been successfully implemented.
8.5 Soils of the Project Sites
The soils of the Mamm Creek area tend to be shallow soils derived from alluvial and colluvial material. Restrictive features for plant growth result from high coarse fragment content, alkalinity, and poor soil texture. Existing sparse vegetative cover and the lack of desirable plant species in undisturbed areas reflects the shallow nature of in-situ soils. There is also a high presence of invader species (weed species) in the area.
8.5.1 Topsoil Salvage
The Soil Survey of the Rifle Area (USDA Soil Conservation Service, 1985) and previous experience in the area was utilized to prepare general recommendations for soil salvage on future well site installation. Site specific soil salvage recommendations range from 3" to 12" based on previous observations. Research indicates that it is better to replace a shallower layer of topsoil than to co-mingle undesirable physical and chemical properties resulting from deeper soil salvage.
BBC will emplace a maximum of 6 inches of topsoil for replacement except on agricultural lands. Previous research does not indicate significant benefits of topsoiling rangelands greater than a 6 inch depth. Topsoil will be replaced at levels equal to or greater than the pre-construction topsoil levels up to a 6 inch depth (except on agricultural lands). Any surplus topsoil material that is generated during the topsoil stripping operation will be stockpiled in a safe location and utilized for other well site reclamation activities where a deficiency may exist. A deficiency in topsoil cover is defined as less than 3 inches of suitable unamended topsoil.
Care will be taken to avoid stripping soils with coarse fragments greater than 35% - 40% in volume. A previous literature review indicates severe rooting restrictions for herbaceous species for areas containing higher amounts of rock fragments. If high coarse fragments are encountered BBC may implement rock screening, or import of topsoil material. Screened or picked rock material will be buried in cuts, or placed deep enough below the soil surface to avoid rooting restrictions for reclamation efforts.
8.5.2 Subsoil Handling
During the installation of well pad sites, subsoil materials will be utilized to construct well pads. Information collected during the site planning phase will be utilized to determine if special handling of poor quality subsoil materials should occur. This information will include physical and chemical analysis from soil lab results. Poor quality subsoil materials may consist of calcareous, alkaline, and high coarse fragments soils, etc. Where practical, deleterious subsoil materials will be kept lower in the profile of well pads so as not to interfere with plant growth. Adequate topsoil cover and/or use of soil amendments will also be utilized to ensure a proper growth medium for reclamation efforts.
8.6 Stockpiling
8.6.1 Topsoil Stockpiling
Topsoil will be stockpiled at the top of the cut on the drill pad in such a manner that it will not be contaminated with drilling fluids or other petroleum products. Topsoil stockpiles will be located away from natural drainage courses. Stockpiles should be constructed with 3:1 side slopes and with a height of three to six feet where possible, given the flexibility needed in confined areas for stockpiles on drill sites. By constructing stockpiles in this manner, valuable soil fungi and bacteria will not be lost.
8.6.2 Pit Soil Stockpiling
Drilling pits are constructed by removing adequate subsoil and overburden materials to accommodate drilling fluids and waste materials generated during the actual drilling process. The subsoil material will be stockpiled above the cut area similar to topsoil material. Pit soils will be stockpiled in such a manner so as to avoid co-mingling with topsoil stockpiles.
8.7 Temporary Revegetation Efforts
Topsoil stockpiles left in place for greater than 12 months will be seeded with a quick germinating cover of grasses. Topsoil stockpiles will be dozer tracked on the contour to create cleat marks that will serve as erosion basins. Also, a continuous berm will be placed around any down slope sides of the topsoil stockpile to prevent addition runoff and potential erosion.
8.8 Soil Amendments and Fertilizers
8.8.1 Amendments
BBC may elect to use one or more soil amendments to overcome poor chemical or physical conditions in existing surface soils. Poor soil conditions could include one or more of the following:
High SAR values
High electrical conductivity values
High pH values
Low nutrient content/low organic matter content.
The following is a list of potential soil amendments and the recommended application rates.
Composted materials consisting of cow or turkey manure, wood chips, etc.
Apply at 75 - 125 cubic yards per acre.
Biosolids.
Apply at 75 - 125 cubic yards per acre.
Biosol organic fertilizer as supplied by Rocky Mountain Bio-products.
Apply at 1000 -1400 pounds per acre.
Humates consisting of humic and fulvic acids.
Apply at 800 - 2,000 pounds per acre.
Elemental Sulfur.
Apply according to soil test recommendations.
Compost, biosolids, and Biosol all provide macronutrients for plant growth and organic matter which helps create soil aggregation. Humate materials help create soil aggregation. Elemental sulfur helps displace sodium ions in the soil.
8.82 Fertilizers
Inorganic fertilizers will be applied to the soil surface as necessary to promote adequate regrowth. Nitrogen fertilizer may not be added in many cases at the time of seeding because of its influence on rapid weed invasion at the expense of more desirable species. Any application of fertilizer will be followed by soil tillage to incorporate the material properly.
8.9 Stabilization and Interim Reclamation
Stabilization and interim reclamation would occur on all areas where final reclamation is not promptly applied, and on areas that may be redisturbed during final reclamation. Disturbed areas subject to interim reclamation include road cut-and-fill areas and portions of each wellpad and ancillary facility sites not needed for production-related activities (production reclamation) and topsoil and subsoil stockpiles (temporary reclamation). Interim reclamation measures would be applied only as needed, since final reclamation measures would be applied concurrently with the completion of most project construction activities (i.e., final reclamation measures would be applied on all areas that would likely remain undisturbed for the remainder of the project).
Upon completion of a specific development activity (e.g., road construction, well testing), the area to be reclaimed would be delineated. Final reclamation practices would be applied on areas that would likely remain undisturbed for the remainder of the LOW.
Where possible, disturbed areas would be graded and contoured to slopes of 3:1 (horizontal: vertical) or less or as required to stabilize the area and provide a suitable seedbed. Well sites which need to be constructed on steeper slopes (3:1 to 2:1) will be based on the ability to perform stable construction efforts utilizing crib walls, soil nailing, etc. Contoured areas would be ripped, as necessary, to reduce soil compaction. Ripping in many areas may be conducted after topsoil replacement. Temporary erosion control measures (e.g., waterbars, mulch application, biodegradable netting installation) also would be applied as necessary. To minimize sedimentation of drainage channels and wetlands during the interim period between construction activity and final reclamation, temporary erosion and sediment control measures would be applied. Silt fences or other sediment filtering devices such as weed-free straw bales would be installed at drainage channel banks where sedimentation is excessive and at the base of all slopes adjacent to wet/riparian areas or surface water bodies. To avoid the possibility of mulching materials entering waterways, loose mulch (i.e., mulch not crimped into the soil surface, tackified, or incorporated into erosion control blankets) would not be applied to drainage channel banks. 8.17.0 describes Best Management Practices in more detail.
Seedbed preparation activities would include topsoil replacement and harrowing, disking, pitting, and/or ripping. After topsoil replacement and preparation, the area would be seeded at the first appropriate opportunity using a seed mixture developed to facilitate rapid establishment of vegetation and site stabilization or a seed mixture designed for interim or final reclamation as appropriate. Landowner preferences will be honored, when practicable, in the development of seed mixes. Areas that have been seeded would be visually monitored for seedling establishment and the presence of erosional features and would be restabilized and reseeded, as necessary, until adequate vegetation establishment and site stability is achieved (see Section 8.21.0).
8.10 Soil Replacement
8.10.1 Topsoil and Pit Soil Replacement
After drilling operations and pit processing has occurred, BBC will rip the existing subsoil surface to a depth of approximately 16 inches. Topsoil shall be replaced evenly over all disturbed areas using scrappers, loaders, dozers, etc. Topsoil will not be replaced in an extremely wet or frozen condition.
The pit area will be reclaimed by thoroughly mixing pit contents with subsoil and covering processed pit materials with at least 3 feet of subsoil material and a final layer of topsoil.
8.10.2 Wet Area Soils
Alternate site preparation procedures may be applied in some areas (i.e., wet areas) to facilitate reclamation; however, it is assumed that most, in not all, of these areas can be avoided. In potential wetland areas, vegetation would be cut to ground level, leaving existing root systems intact. Grading activities would be limited to areas directly over pipeline trenches and road surface areas, and at least 12 inches of topsoil would be salvaged and replaced except in areas with standing water or saturated soils. Construction when the ground is frozen may be implemented as an alternative to minimize damage to wetland areas. Use of construction equipment would be limited, and if standing water or saturated soils are present, wide-track or balloon-tire construction equipment or normal construction equipment operated on equipment pads or geotextile fabric overlain with gravel fill may be used. Equipment pads would be removed immediately following the completion of construction activities. Trench spoil would be placed at least 10 feet from drainage channel banks, and dirt, rockfill, and brush riprap would not be used to stabilize ROW’s. All operations within jurisdictional wetland areas would comply with U.S. Army Corps of Engineers (COE) permit stipulations as necessary.
8.11 Facility and Structure Removal
All gas and water wells will be abandoned according to Colorado Oil and Gas Conservation Commission (COGCC) regulations. All aboveground wellpad, pipeline, and water disposal facilities, including buildings, structures, tanks, reserve pits, flare pits, and associated hardware, will be closed or dismantled and removed from the site.
Any liquid or solid wastes remaining at well locations would be properly disposed of according to state and federal regulations. Reserve or evaporation pit liners would be disposed of according to COGCC recommendations by removal to state-approved sites or by appropriate on-site burial. Any concrete foundations, pads, or footings would be adequately broken up and covered or removed. All aggregate used for wellpad, road, and/or ancillary facility site construction also would be removed or suitably buried.
Road reclamation would be conducted as deemed appropriate by BBC in conjunction with the surface landowners; some roads may remain after project completion. Road reclamation would include the removal of bridges, culverts, cattleguards, sediment control structures, and signs. Drainage-crossing sideslopes would be reduced to no more than 4:1 to reduce bank erosion and produce stable sideslopes. In addition, road barriers, or signs to discourage travel on the reclaimed road surface may be used.
8.12 Surface Preparation
Surface preparation includes backfilling, grading, and ripping of compacted soils. In some areas subjected to interim reclamation (See Section 7.0), topsoil removal and short-term storage may also be required.
8.12.1 Backfilling and Grading
After facilities and equipment have been removed, reclamation of pads would be conducted as deemed appropriate by BBC in conjunction with surface landowners. If the landowner requests it, some pads may remain after project completion. Final reclamation would be conducted in a manner to minimize any additional disturbance of native or previously reclaimed areas. Disturbed areas would be recontoured by placing fill material back into cut areas to approximate original contours, as appropriate. Cut-and-fill slopes would be reduced to approximate original contours, as appropriate. Grading would be conducted as necessary to provide a surface suitable for the replacement of a uniform depth of topsoil, while promoting cohesion between subsoil and topsoil layers, reducing wind erosion, and facilitating moisture capture.
Areas generally requiring backfilling include reserve pits, pipeline trenches, and cut-and-fill areas. Backfilling and grading operations will be conducted so as to provide a landscape suitable for successful reclamation.
8.13 Seeding Methods
8.13.1 Seeding Times
Seeding shall be completed each year from ground thaw (in the Spring) until July 1 and again beginning August 15 until ground freeze. These seeding dates reflect those utilized by the Colorado Department of Transportation (CDOT) for projects at similar elevations to the Rifle and Parachute area.
8.13.2 Seeding Methods
On slopes 3:1 or flatter drill seeding shall be used. Drill seeders shall be capable of handling a variety of different seed textures. Drill rows shall be no greater than 12 inches on center. All drilling shall be completed on the parallel to the contour of the land where practical. Seed will be drilled to a depth of .25 to .50 inches.
Steeper slope areas will be broadcast seeded or hydroseeded. Broadcast seeding will be accomplished with hand held spreaders, ATV mounted, or tractor mounted and will be capable of spreading seed uniformly. All seed will be raked or harrowed to lightly cover seed with soil.
8.14 Seed Mixtures
Tables 8.14.1 thru 8.14.5 contain seed mixes that are recommended for uses in general regional areas of proposed drill sites.
8.15 Mulching and Erosion Control Blankets
8.15.1 Mulch
Mulching with either certified hay or cereal grain straw may be utilized in limited situations. Those time frames that mulching may be utilized are when revegetation efforts occur from October 1 until March 15 which is considered the dormant period for seeding.
8.15.2 Erosion Control Blanket
Erosion Control Blankets (ECB’s) will only be utilized on slopes that are 2:1 or steeper. ECB’s will consist of excelsior material, straw blankets, or straw /coconut blankets. Because of the rocky nature of the soils of the project areas, a Bonded Fiber Matrix (BFM) may be recommended for use. BFM’s contain long fibers of hydromulch with heavy guar tackifiers. BFM cures to appear like a hard foam insulation that adheres to the soil surface better than erosion blankets.
Table: 8.14.1
Reclamation Seed Mixtures for Stockpiles & Other Temporary Disturbances
Common Name |
Scientific Name |
Pounds Pure Live Seed (PLS) / acre |
Annual ryegrass |
Lolium multiflorum |
5.0 |
Perennial ryegrass |
Lolium perenne |
5.0 |
Slender wheatgrass |
Agropyron trachycaulum |
5.0 |
|
TOTAL PLS |
15.0 |
Table: 8.14.2
Bottomland Areas - Interim and Final Reclamation Seed Mixture
Common Name |
Scientific Name |
Pounds Pure Live Seed (PLS) / acre |
Grasses |
|
|
Western Wheatgrass |
Agropyron smithii |
3.0 |
Thickspike wheatgrass |
Agropyron dasystachyum |
3.0 |
Streambank wheatgrass |
Agropyron riparium |
2.0 |
Intermediate wheatgrass |
Agropyron intermedium |
3.0 |
Needle and thread |
Stipa comata |
2.0 |
Prairie junegrass |
Koeleria cristata |
.25 |
Forbs |
|
|
Rocky Mountain penstemon |
Penstemon strictus |
.50 |
Scarlet globemallow |
Sphaeralcea coccinea |
.50 |
Palmer penstemon |
Penstemon palmeri |
.50 |
Shrubs |
|
|
Cicer milkvetch |
Astragalus cicer |
.50 |
Big sagebrush |
Artemisia tridentata |
.25 |
Fourwing saltbush |
Atriplex canescens |
2.0 |
Shadescale saltbush |
Atriplex confertifolia |
1.0 |
|
TOTAL PLS |
18.50 |
Table: 8.14.3
Upland Area (Pinion/Juniper Complex) Interior and Final Reclamation Seed Mixture
Common Name |
Scientific Name |
Pounds Pure Live Seed (PLS) per acre |
Grasses |
|
|
Idaho fescue |
Festuca idahoensis |
1.0 |
Western wheatgrass |
Agropyron smithii |
3.0 |
Indian ricegrass |
Oryzopsis hymenoides |
.25 |
Big bluegrass |
Poa ampla |
1.0 |
Pubescent wheatgrass |
Agropyron trichophorum |
3.0 |
Galleta |
Hilaria jamesii |
2.0 |
Forbs |
|
|
Rocky Mountain penstemon |
Penstemon strictus |
.50 |
Scarlet globemallow |
Sphaeralcea coccinea |
.50 |
Shrubs |
|
|
Fourwing saltbush |
Atriplex canescens |
2.0 |
Bitterbush |
Purshia tridentata |
2.0 |
Big sagebrush |
Artemisia tridentata |
.25 |
Shadscale |
Atriplex confertifolia |
1.0 |
|
TOTAL PLS |
19.50 |
Table: 8.14.4
Bottomland Area Interim and Final Reclamation Seed Mixture
Common Name |
Scientific Name |
Pounds Pure Live Seed (PLS) per acre |
Grasses |
|
|
Alkali sacaton |
Sporobolus airoides |
.25 |
Streambank wheatgrass |
Agropyron riparium |
3.0 |
Western wheatgrass |
Agropyron smithii |
5.0 |
Great Basin wildrye |
Elymus cinereus |
1.0 |
Tall wheatgrass |
Agropyron elongatum |
3.0 |
Needle and thread |
Stipa comata |
2.0 |
Forbs |
|
|
Scarlet globemallow |
Sphaeralcea coccinea |
1.0 |
Rocky Mountain penstemon |
Penstemon strictus |
.50 |
Indian paintbrush |
Castilleja chromosa |
.10 |
Cicer milkvetch |
Astragalus cicer |
.50 |
Shrubs |
|
|
Rubber rabbitbrush |
Chrysothamnus nauseosus |
.50 |
Big sagebrush |
Artemisia tridentata |
.25 |
|
TOTAL PLS |
17.10 |
Table: 8.14.5
#9; Upland Area (Pinion/Juniper Vegetation Complex)Interim and Final Reclamation Seed Mixture
Common Name |
Scientific Name |
Pounds Pure Live Seed (PLS) per acre |
Grasses |
|
|
Indian ricegrass |
Oryzopsis hymenoides |
.50 |
Thickspike wheatgrass |
Agropyron dasystachyum |
3.0 |
Needle and thread |
Stipa comata |
2.0 |
Western wheatgrass |
Agropyron smithii |
4.0 |
Pubescent wheatgrass |
Agropyron trichophorum |
4.0 |
Forbs |
|
|
Scarlet globemallow |
Sphaeralcea coccinea |
.50 |
Cicer milkvetch |
Astragalus cicer |
.8 |
Shrubs |
|
|
Mountain mahogany |
Cercocarpus montanus |
.50 |
Big sagebrush |
Artemisia tridentata |
.25 |
Bitterbush |
Purshia tridentata |
1.0 |
|
TOTAL PLS |
15.25 |
8.16 Best Management Practices (BMP’s)
A number of different BMP’s are anticipated for use on the various future well sites associated with this project. They are listed and described below.
8.16.1 Sediment Basins
Sediment basins are ponds created by excavation that are usually temporary in design and are intended to collect and store sediment form sites that are cleared and/or graded during construction. Frequently these sites are left exposed for extended periods of time before either permanent vegetation is reestablished or permanent drainage structure completed. Basin construction is intended to trap sediment before it leaves the disturbed site. Since sediment basins are temporary, they must be maintained until the disturbance area is permanently stabilized.
8.16.2 Straw Bale Dikes
Straw bale dikes intercept and detain small amounts of sediment transported by sheet and rill type runoff. The dikes trap sediment by ponding water and allowing sediment to settle out. Straw bale dikes also slow runoff velocities acting to reduce sheet, rill and gully erosion. Straw bale dikes may also be used when installed to reduce erosion and sedimentations around the disturbance area perimeter. All straw bales will consist of certified weed-free materials.
8.16.3 Silt Fence
Silt fence is a temporary polypropylene sediment barrier placed on the slope contour to trap sediment by ponding water behind it and allowing sediment to settle out. Silt fence can effectively trap sheet and rill erosion within small drainage areas and on slopes with gradients up to 2:1. Silt fence is most cost effective when used for sediment and erosion control around the perimeter of a disturbance area.
8.16.4 Continuous Berms
A continuous berm is a temporary diversion or sediment barrier constructed with infill material and used to divert and intercept sheet runoff. Continuous berms are useful for erosion and sediment control around the perimeter of construction sites. The berms detain sediment laden stormwater resulting in sediment deposition.
8.16.5 Rock Check Dams
Check dams are rock dams constructed across drainageways to dissipate the energy of flowing water and reduce gully erosion. They are temporary stabilization structures that are used until the drainageway is permanently stabilized. Check dams are used in ephemeral streams to reduce flow velocities, trap and store larger-sized sediment and provide stabilized drops.
8.17 Weed Control Plan
The Colorado Noxious Weed Management Act (Colorado Department of Agriculture – 1996) and the Garfield County Weed Management Plan (Garfield County Vegetation Management – 2000) provide for control of noxious weeds on all unincorporated lands within the county. To comply with state and county policies, BBC has developed a weed management plan that complies with state and county policies. There are 21 noxious weeds listed in the county list and 68 plants on the state list.
8.17.1 Weed Control Implementation
During the first growing season of native grasses, forbs, and shrubs use of chemical herbicides will not be feasible. Until newly reseeded species are at a height of 3-6 inches that are susceptible to damage from herbicides.
Mechanical weed control is proposed for the first growing season if re-seeded species are not determined to be mature enough to withstand herbicide spray. Bush Hog mowers, weedeaters, and/or hand pulling weeds will be used as mechanical control devices.
During subsequent years herbicide applications will be utilized when weed densities are determined to pose a threat to revegetation success or spread to surrounding lands.
The county weed management specialist will be consulted to determine what chemical herbicides will be the most beneficial for controlling noxious weeds. It is anticipated that an aggressive revegetation and weed management program will result in weed control only needing to be performed during the first three years after reseeeding efforts. A self-sustaining native species cover is the best mechanism for depleting weed species growth and spread to surrounding land areas.
8.18 Final Reclamation
Final reclamation would be performed as soon as practicable after the determination that these areas are no longer required for the project. Permanent reclamation objectives include all those listed for interim reclamation (See Section 9.0), plus the following:
the re-establishment of desirable self-sustaining vegetation communities that approximate predisturbance parameters for cover, density and diversity, as measured at adjacent undisturbed areas;
the development of hydrologically stable landforms that meet future land uses including livestock grazing, wildlife habitat, and mineral exploration; and
establish conditions for the eventual restoration of the visual quality of the area.
8.19 Revegetation Monitoring and Maintenance
During the spring of each year after sufficient time for green up of vegetation species and again in late summer, BBC will inspect each well site. Observations will be made for weed species presence, fence damage, erosion occurrences, and bare ground resulting from lack of germination and fill-in of native seeded species.
Observations of any problems will result in additional revegetation efforts. Erosion will be repaired by filling in wash outs and regrading. Small bare spots will result in touch-up hand seeding and raking. Larger areas exhibiting revegetation failure will be retilled and seeded as described in the corresponding sections of this plan above.
8.20 Reclamation Success Monitoring
Reclamation success monitoring will commence as soon as appropriate but typically during the 4th growing season and continue until reclamation efforts meet or exceed 80% of the pre-construction cover .
9.0 Emergency Communications
BBC will comply with all local, state and federal reporting requirements in all emergency situations. In the unlikely event of an emergency requiring communication with the community, BBC will utilize a "Contact Tree" approach and our database of landowners to contact the public quickly.
Table 9.1 below provides the BBC contacts for this project area.
TABLE 9.1
Bill Barrett Corporation Contact List
BBC CONTACT LIST |
OFFICE |
MOBILE |
HOME |
Duane Zavadil-Director Gov’t Affairs |
303-312-8128 |
303-638-1265 |
303-660-1145 |
Scot Donato-EH&S Manager |
303-312-8191 |
303-549-7739 |
303-773-0130 |
Ed Long-Operations Manager |
303-312-8144 |
720-635-2125 |
303-791-6832 |
Steve Cumella – Team Leader |
303-312-8538 |
720 244-1354 |
303 670-7353 |
Bill Givan – Senior Landman |
303-312-8537 |
||
Jerry Dietz-Facilities Manager |
303-312-8118 |
303-877-4670 |
303-627-2376 |
Wayne Kunz-Construction Foreman |
na |
307-258-7901 |
|
Kenneth Kuhn-Field Foreman |
970-285-9061 |
970-904-1970 |
970-285-9397 |
Terri Bell - Assistant #9; |
970-285-9061 |
970-230-0435 |
970-285-9397 |
Jesse Merry –Lease Operator |
970-285-9061 |
970-230-0436 |
970-285-0103 |
Carl Turnipseed -Lease Operator |
970-285-9061 |
970-230-0439 |
970-242-7985 |
CONTRACTORS |
|
|
|
Buys & Assoc. (air) |
303-781-8211 |
303-809-2427 |
|
Chenoweth & Assoc. (reclamation) |
303-833-1986 |
|
|
Mike Brady - MBC (construction) |
970-285-9508 |
970-250-8188 |
|
Cordilleran (remediation) |
970- 263-7800 |
||
Custom Envir Svcs (24hr-ER) |
303-423-9949 |
800-310-7445 (24 hr) |
|
Striegel Pipeline Construct. |
970-675-8444 |
970-629-2940 |
|
Clagett Memorial Hospital 970-625-1510 (Emergency-9-1-1)
710 E 5th St, Rifle, CO 81650
St.Mary's Hospital & Medical Center 970-244-2273
2635 N 7th St., Grand Junction, CO 81501
St Marys Care Flight Air Ambulance 800-332-4923
Garfield County Sheriff 970- 625-8038 (Emergency-9-1-1)
27653 U S Hwy 6 & 24, Rfl, CO 81650
Garfield County Fire Dept. (Emergency-9-1-1)
Poison Control Center 800-222-1222
LITERATURE CITED
Colorado Department of Agriculture - 1996. Colorado Noxious Weed Act. Colorado Department of Agriculture
Garfield County Vegetation Management - 2000. Colorado Noxious Weed Management Plan. Garfield County Vegetation Management and the Garfield County Weed Advisory Board
TRC - 1998. Reclamation Plan for the Barrett Resources Corporation - 20 Acre Density Natural Gas Development Project.
USDA Soil Conservation Service - 1985. Soil Survey of Rifle area, Colorado. Parts of Garfield and Mesa Counties, USDA.
MAMM CREEK FIELD OPERATIONS PLAN
MAMM CREEK FIELD, PICEANCE BASIN
GARFIELD COUNTY, COLORADO
December 2004
TABLE OF CONTENTS PAGE NUMBER
1.0 DRILLING AND COMPLETION OPERATIONS 1
2.0 WATER WELL SAMPLING 1
3.0 NOISE ABATEMENT 2
4.0 LIGHTING ABATEMENT 2
5.0 AIR EMISSION/ODOR ABATEMENT 3
6.0 ENVIRONMENT AND SAFETY 3
7.0 ROADS AND TRAFFIC ISSUES 4
8.0 RECLAMATION AND WEED MANAGEMENT 4
9.0 EMERGENCY COMMUNICATION 22