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HomeMy WebLinkAbout1.0 Application_Part4Pond 10 Upgrade: Landslide and Rockslide Assessment 19 March 2014 5890 5885 5880 6875 5870 5895 5890 5885 5880 FILL 0+00 0+50 E 5890 5885 5880 5875 5870 1+00 204 FILL 0+00 0+50 D VERTICAL EXAGGERATION: 5 (= HORNERT SCALE) 8 5895 5890 5885 5880 1+00 Pond 10 Upgrade; Landslide and Rockstide Assessment 19 March 2014 FACILITY GENERATOR The generator, with the location shown in the imagery and drawing below, is located a distance of 530 feet to the toe of the slope to the east. This area serves as a buffer zone to rocks and other debris. There is no evidence of rockslide or landslide activity in vicinity of the generator or within the buffer to the east. 9 Pond 10 Upgrade: Landslide and Rockslide Assessment 19 March 2014 The overall assessment is that, given the valley location of the facility, minimal evidence of past rockslide and landslide activity, the planned configuration, and the infrequent manning of the facility, there is not a significant risk to personnel or infrastructure from rockslide or landslide, t . n ilton /19/14 10 OXY Mid -Continent Business Unit Performance Standards Effective Date: 1/2/2014 Fugitive Dust Mitigation — Piceance Operations Doc: A301.8 Rev: 02 1. Program Scope This written standard addresses general operation and maintenance practices to manage fugitive dust from unpaved roadways and construction. Currently this program scope applies to the Rockies Cascade Creek operating area only. 2. Purpose To establish mitigation/control measures to manage fugitive particulate matter (dust) emissions that may occur during field operations to a level that is technologically feasible and economically reasonable and consistent with industrial health standards and regulatory requirements. 3. Roles & Responsibilities Management & Proponent Leads • Ensure that the operating area where responsibility exists, the asset will have minimum requirements established to mitigate fugitive dust. • Ensure that the asset will have adequate dust control measures in place, as required or otherwise appropriate. • For each of these requirements, ensure an adequate budget has been established to implemented critical aspects of the program in each operating area. HES and Regulatory Department • Identify state and federal regulatory requirements related to fugitive dust that may apply to operations and activities within each operating area. • Periodically measure vehicle traffic to determine if vehicle counts exceed 200 vehicles per day making Colorado Reg 3 III.D.a.(i).A. applicable. Current vehicle counts were significantly less than this for 2013. • Obtain air quality or other permits for fugitive dust sources, if necessary, as required by state and/or federal law. • Ensure compliance with state and federal regulatory limitations, work practices, and reporting obligations related to fugitive dust. • Ensure roads are maintained and operated in a manner consistent with safety and good air pollution control practices for minimizing road dust and prevention of off-site transport. • Identify routine and non -routine activities and operations that may result in fugitive dust emissions, including paved and unpaved roadways and construction operations. • Determine proper dust mitigation procedures and engineering controls for routine or project - specific activities based on the potential for fugitive dust emissions identified and risk of off-site migration. • Train field employees on fugitive dust mitigation practices. • Maintain training records. • Investigate and mitigate fugitive dust complaints from the public, private contractors, and agencies. HESTrainingProgramsStandard.doc Revised by MHB. 1 of 3 tri(t$11" Mid-Continent Business Unit Performance Standards Effective Date: 1/212014 Fugitive Dust Mitigation — Piceance Operations Doc: A301.8 Rev: 02 Permits Fugitive dust permitting is likely not required for Oxy operations in the Piceance due to the small size of potential land disturbances. In Colorado, any land disturbance project over 1850 acres is subject to a Construction Permit and Public Notice proceedings. Oxy land disturbance work is not expected to exceed 1850 acres in size. • If 1850 acre disturbance size is to be exceeded, an application (APEN) should be prepared and submitted for land development activities; Oxy can opt for a General Permit (GP -03), which sets out basic limitations and control measures. HESTrainingProgramsStandarddoc Revised by MHB. 3 of 3 Photo 1 shows area facing south from Pond 10 Photo 2 shows area west of Pond 10 location Photo 3 shows area northwest of Pond 10 Photo 4 shows the two storage areas, including the natural gas powered generator, located north of Pond 10 Photo 5 shows area east of the Pond 10 location .w -44l Photo showing area east of Pond 10 location OXY USA WTP LP Pond 10 Standards Table of Contents 1. Division 1 Standards Narrative 2. Division 2 Standards Narrative 3. Division 3 Standards Narrative 4. Division 7-1001 Standards Narrative 5. Division 7-1201 Standards Narrative 6. 7-202 Wildlife Habitat Report 7. Garfield County 2030 Future Zone District Figure 8. Roadway Standards Figure 9. Roadway Standards Table 7-107 Map Standards - Table of Contents Garfield County Limited Impact Review, 2014 Page 1 of 1 OXY USA WTP LP Pond 10 General Approval Standards Narrative Article 7 Division 1 1.0 Introduction The following section addresses the requirements for the General Approval Standards under Article 7, Division 1 of the Garfield County Land Use and Development Code (LUDC). 2.0 Section 7-101. ZONE DISTRICT USE REGULATIONS. The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use restrictions and regulations. Oxy requests a waiver for the Zone District Use Regulations of the General Use Standards, Section 7- 101 of the Garfield County Land Use and Development Code. The waiver is for the Side Setback Standard of the Resource Lands -Gentle Slopes Zone District, Section 3-201 of the Garfield County Land Use and Development Code. The proposed site does not meet the requirement of 10 feet from the adjacent property boundary. The proposed site is located on the Applicant's property and on the adjacent parcel owned by J010 Properties (J0J0). A Surface Use Agreement (SUA) is established for the JOJO parcel and the Savage Limited Partners (LP) parcel located south of the site location. Site features located on the adjacent parcel are drainage and stormwater controls that are required for proper mitigation of surface water and to minimize impacts to the adjacent parcels. A SUA was established with Savage (LP) to included tract 39, located South of Applicant parcel. Part of the Tract 39 is now owned by J010. The SUA was established under Savage (LP) prior to the transaction. The SUA remains in effect for the J0J0 Properties parcel. The Savage SUA and Special Warrant Deed are located in the Impact Analysis tab. The J0J0 and Savage parcels are zoned resource lands and natural gas activities are currently located on both parcels. Oxy currently has stormwater mitigations features located on the Savage and J0J0 properties. Oxy currently maintains access roads located on the J0J0 parcel. The nearest residence is located approximately 2000 feet to the South on the Savage property. The figure in the Noise Analysis shows the location of the nearest residence. The residence will not incur any impacts from noise and is screened by the natural topography. The Site Plan, showing the Savage property, is located in the Maps and Plans tab. 2.1 Section 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS. The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement The applicant is not aware of any applicable Intergovernmental Agreement. The Pond 10 is designed to conform to the Garfield County Comprehensive Plan. The Pond 10 site meets the applicable goals and policies listed in by the Comprehensive Plan for Mineral Extraction. Applicable Goals: 1. Ensure that mineral extraction is regulated appropriately to promote responsible development and provide benefit to the general public. The proposed water impoundment will comply with all Garfield County and Colorado State regulations. The installation of the proposed site will benefit the general public by being located General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 8 OXY USA WTP LP Pond 10 within OXY's operating area resulting in reduce traffic on public roads and efficient reuse of produced water. 2. Ensure that mineral extraction activities mitigate their effects on the natural environment, including air quality, water quality, wildlife habitat or important visual resources. In compliance with the Garfield County Comprehensive Plan (GCCP), the Pond 10 is designed to minimize any impact to adjacent land. The site will meet air and water quality standards regulated by Colorado Department of Public Health and Environment (CDPHE). The proposed water impoundment will be located on a 7732 acre parcel in a non -populated resource lands area. Details on the design of the facility are located in the Application Narrative and figures are provided in the Maps and Plans tab. The Wildlife Habitat Report is located in the Standards tab. Applicable Policies: 3. Natural drainage patterns will be preserved or mitigated so the cumulative impact of mineral extraction activities will not cause storm drainage/floodwater patterns to exceed the capacity of natural or constructed drainage ways, or to subject other areas to increased flooding, erosion or sedimentation or result in pollution to streams, rivers or other natural bodies of water. The proposed site will be graded to minimize any stormwater impacts. Grading and drainage control plans are located in the Grading and Drainage Plan tab. No drainage patterns will be impacted by the installation of the proposed water impoundment site. Sediment traps and retention ponds will be installed on the site to prevent any impacts to surrounding water sources and lands. Floodplain and flood fringe delineations are depicted in the Floodplain Figure located in the Grading and Drainage Plan Tab. The 100 -year floodplain boundaries are well outside the immediate vicinity of the Pond 10 perimeter as shown on the Floodplain Figure. 4. Facilities that are appurtenances to oil/gas development activities (compressors, etc.) are considered appropriate in all land uses so long as they meet the respective mitigation requirements of the ULUR to maintain compatibility with surrounding land uses. The Pond 10 site is a necessary accessory to natural resource extractions performed by OXY. The location of the water impoundment site was designed to achieve optimal efficiency while minimizing impacts. The proposed site will meet the criteria for all Resource Lands Zone District standards. 2.2 Section 7-103. COMPATIBILITY. The nature, scale, and intensity of the proposed use are compatible with adjacent land uses. The proposed site will be located in an area with current natural gas exploration and production activities. The water impoundment site is designed to minimize any impact to adjacent land and is located within OXY's operating field. 2.3 Section 7-104. SOURCE OF WATER. All applications for Land Use Change Permits shall have an adequate, reliable, physical, long-term, and legal water supply to serve the use, except for land uses that do not require water, or that contain Temporary Facilities served by a licensed water hauler. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 2 of 8 OXY USA WTP LP Pond 10 The standard Sufficient Adequate, Legal, and Physical Source of Water, Section 7-104 of the Garfield County LDDC, is not applicable to the proposed use. The proposed facility will not require water for personnel. The Pond 10 will not have personnel staffed at the site on a regular continuous basis. During completions activities, personnel will access and operate the facility full time until completion activities are finalized. Anticipated completion activities take approximately 5 days to complete. Completion activities occur and are not a daily event at the site. Due to the minimal presence of employees onsite, drinking water use will not be required onsite during operations. Drinking water will be provided to personnel in the form of bottled water. The Pond 10 site will store produced water at the site. Produce water is retrieved from a natural gas well during operation and stored at the subject site. The Non -Tributary Groundwater Analysis is provided in the Impact Analysis tab. 2.4 Section 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS. The Land Use Change shall be served by water distribution and wastewater systems that are adequate to serve the proposed use and density. The standard "Adequate Central Water Distribution and Wastewater Systems," Section 7-105 of the Garfield County LUDC, is not applicable to the proposed use. The subject use is not served by an existing public collection system or treatment facility nor is an on-site wastewater treatment systems proposed. During operations, personnel will not be required to be manned at the site other than during completions activities. Due to the minimal presence of personnel onsite, a wastewater use will not be required onsite. A portable toilet is located 120 feet to the west from the site perimeter. 2.5 Section 106. PUBLIC UTILITIES. The proposed use does not require the use or installation of any public utilities. 2.6 Section 7-107. ACCESS AND ROADWAYS. A. Access to Public Right -of -Way. All lots and parcels shall have legal and physical access to a public right-of-way. The proposed site has legal access from an existing OXY Lease Road which is access by County Road 213. The proposed site will use the existing access that was established when the site location was originally development. The Traffic Study and Access Road figure are located in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map detailing access roads are located in the Standards tab. B. Safe Access. Access to and from the use shall be safe and in conformance with applicable County, State, and Federal access regulations. Where the Land Use Change causes warrant(s) for improvements to State or Federal highways or County Roads, the developer shall be responsible for paying for those improvements. The subject site was designed to allow safe access to the site from the OXY Lease Road. The width of the access is 16 feet, meeting the Garfield County requirement of Right -of -Way width of 15-30 feet for Primitive road standards. The subject site does not warrant improvements to County Roads, State, or Federal Highways. The site is accessed from an existing private access road and does not result in a significant increase to traffic on public roads. All roads located on the subject parcel are maintained by OXY to achieve optimal safety, including speed restrictions, regular road General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 3 of 8 OXY USA WTP LP Pond 10 maintenance, and snow maintenance. The site will adhere to OXY's Fugitive Dust Mitigation plan, located in the Impact Analysis tab. The Traffic Study and Access Road figure are located in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. C. Adequate Capacity. Access serving the proposed use shall have the capacity to efficiently and safely service the additional traffic generated by the use. The use shall not cause traffic congestion or unsafe traffic conditions, impacts to the County, State, and Federal roadway system shall be mitigated through roadway improvements or impact fees, or both. Vehicles accessing the site will not result in an overall significant increase to current traffic. The proposed site will not cause congestion and unsafe conditions to the County, State, and Federal roadway systems. On average, 4-14 vehicles will access the site daily. Details on traffic statistics and recommendations are described in the Traffic Study, located in the Impact Analysis tab. The private lease road maintained and owned by Oxy is classified as a Secondary Access and meets the roadway standards. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. D. Road Dedications. All rights-of-way shall be dedicated to the public and so designated on the Final Plat. They will not, however, be accepted as County roads unless the BOCC specifically designates and accepts them as such. The proposed site is located on private land and is accessed by a private road owned by the applicant. The site will not allow public access. A right-of-way road dedication is not applicable to the site. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. E. Impacts Mitigated. Impacts to County roads associated with hauling, truck traffic, and equipment use shall be mitigated through roadway improvements or impact fees, or both. Impacts to County roads are not anticipated. The site will not result in an overall significant increase to current traffic. Details on traffic statistics and recommendations are described in the Traffic Study, located in the Impact Analysis tab. The site will adhere to OXY's Fugitive Dust Mitigation plan, located in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. F. Design Standards. Roadways, surfaces, curbs and gutters, and sidewalks shall be provided as follows to Table 7-107. The Average Daily Traffic (ADT) for the proposed site is 4-14 vehicles. The site was designed to meet the requirements of the Primitive road standards of Table 7-107 of the Garfield County GUDC. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. Table 7-107: Roadway Standards Design Standards Primitive/ Driveway Pond 10 Access Ft Design Capacity 0 — 20 0-20 (ADT) Minimum ROW Width 15 to 30' 16 Minimum General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 4 of 8 OXY USA WTP LP Pond 10 (Feet) Lane Width (Feet) Single Lane Single Lane 12 12 Shoulder Width (Feet) 0 0 Ditch Width (Feet) 32 n/a—See Below Cross Slope 2% 2% Shoulder Slope n/a n/a Design Speed n/a n/a Minimum Radius (Feet) 40 50 Maximum % Grade 12% 12% Surface Native Material Native Material 1 As determined adequate in an engineering review. Primitive road shall be dedicated ROW, driveway can be dedicated as either an easement or ROW. 2 If determined necessary for adequate drainage. Ditches have been determined unnecessary for adequate drainage and will not be installed at the site. The site has designed by DR Griffin with stormwater and drainage controls to be constructed on the site. The site will not require ditches along access roads; stormwater mitigations have been implemented in the overall design of the site. The drainage plan was designed to allow proper drainage for site features, including access roads, the water impoundment, and storage areas. The site plan is located in the Maps and Plans tab. 1. Circulation and Alignment. The road system shall provide adequate and efficient internal circulation within the development and provide reasonable access to public highways serving the development. Roads shall be designed so that alignments will join in a logical manner and combine with adjacent road systems to form a continuous route from 1 area to another. The site will be accessed from a private road owned and maintained by the applicant. The access roads within the site were designed to allow adequate and efficient internal circulation for trucks hauling water. Access to the site will form a continuous route with the adjacent road and with other facilities on 0XY's property. The Roadway Standards Figure and Roadway Standards Table 7- 107 Map detailing access roads are located in the Standards tab. 2. Intersections. No more than 2 streets shall intersect at 1 point, with a minimum of 200 feet between off -set intersections, unless otherwise approved by the County. No more than 2 streets will intersect at 1 point. The site access and the private lease road will be the only streets at the subject intersection. The Site Plan is located is the Maps and Plans tab. 3. Street Names. Street names shall be consistent with the names of existing streets in the same alignment. There shall be no duplication of street names in the County. A street name will not be given to the site access. The site is not accessed by a public road and the road does not allow public access to the site. The access will be classified at a Primitive Roadway within the site perimeter. The Oxy private lease road is classified as a Secondary Access. The Roadway Standards Figure and Roadway Standards Table 7-107 Map detailing access roads are located in the Standards tab. 4. Congestion and Safety. The road system shall be designed to minimize road congestion and unsafe conditions. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 5 of 8 OXY USA WTP LP Pond 10 The site has been designed to minimize road congestion and unsafe conditions. The site will be accessed from a private lease road and not a county or public road. The site will be accessed by 4- 14 vehicles a day and will not result in a significant increase to traffic. The Traffic Analysis report is provided in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map detailing access roads are located in the Standards tab. 5. Continuation of Roads and Dead -End Roads. Roads shall be arranged to provide for the continuation of major roads between adjacent properties when appropriate and necessary for traffic movement, effective fire protection, or efficient provision of utilities. The site is located on private property and will be accessed by a private lease road owned and maintained by the applicant. The subject parcel is in the Resource Lands zone district and not a populated area. The 7732 acre subject parcel is located at the end of County Road 213. The site will not impede the traffic movement. The Access Route figure is located in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map detailing access roads are located in the Standards tab. 6. Relationship to Topography. Streets shall be designed to be compatible with the topography, creeks, wooded areas, and other natural features. Combinations of steep grades and curves should be avoided. When, due to topography, hazards or other design constraints, additional road width is necessary to provide for the public safety by cut and/or fill area, drainage area, or other road appurtenances along roadways, then dedication or right -of way in excess of the minimum standards set forth in this Code shall be required. Approximately 95% of the site has been previously graded. Steep slopes and curves are not present in the design of the site access. The site access has been designed to allow safe access to the site. 7. Erosion and Drainage. The road system shall minimize erosion and provide for efficient and maintainable drainage structures. Site access will minimize erosion and has been designed with drainage features throughout the site. The site has been designed by DR Griffin with stormwater and drainage controls to be constructed on the site. Stormwater mitigations have been implemented in the overall design of the site. The drainage plan was designed to allow proper drainage for site features, including access roads, the water impoundment, and storage areas. The site plan is located in the Maps and Plans tab. Drainage features are detailed in the documents provided in the Grading and Drainage Plan tab. 8. Commercial and Industrial. The roads and access in commercial and industrial developments shall be designed to minimize conflict between vehicular and pedestrian traffic. The proposed industrial site will not create conflict between vehicular and pedestrian traffic. The site is located on private property and is access by a private road operated and maintained by the applicant. Personnel on the site will work in areas of traffic. The site was designed to eliminate potential hazards to personnel and will allow safe and efficient traffic flow. Access roads are detailed in the Site Plan, located in the Maps and Plans tab. 9. Emergency Access and Egress. Roads shall be designed so as to provide emergency access and egress for residents, occupants, and emergency equipment. Emergency access shall comply with provisions of the International Fire Code and requirements of applicable emergency services, such as fire protection, ambulance, and law enforcement. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 6 of 8 OXY USA WTP LP Pond 10 The site access has been designed to provide emergency access and egress for personnel and emergency equipment. Emergency responses and plans are detailed in the Emergency Response Plan, provided in the Maps and Plans tab. 10. Traffic Control and Street Lighting. Traffic control devices, street signs, street lighting, striping and pedestrian crosswalks are to be provided as required by the County Road and Bridge Department or other referral agencies. The site will not require traffic control devices or street lighting. The site is located on private property and is access by a private road operated and maintained by the applicant. The subject parcel is in the Resource Lands zone district and nota populated area. The 7732 acre subject parcel is located at the end of County Road 213. 11, Drainage Structures. Site access has been designed with drainage features throughout the site. The site has been designed by DR Griffin with stormwater and drainage controls to be constructed on the site. Stormwater mitigations have been implemented in the overall design of the site. The drainage plan was designed to allow proper drainage for site features, including access roads, the water impoundment, and storage areas. The site plan is located in the Maps and Plans tab. Drainage features are detailed in the documents provided in the Grading and Drainage Plan tab. 12. Roadside Ditches. Waterflowing in roadside ditches shall be diverted away from the road as quickly as possible. In no case shall water travel in a roadside ditch for a distance greater than 800 feet or have allow greater than 5 cubic feet per second during a 2.5 -year, 24-hour storm event. Ditches have been determined unnecessary for adequate drainage and will not be installed at the site. The site has been designed by DR Griffin with stormwater and drainage controls to be constructed on the site. The site will not require ditches along access roads; stormwater mitigations have been implemented in the overall design of the site. The drainage plan was designed to allow proper drainage for site features, including access roads, the water impoundment, and storage areas. The site plan is located in the Maps and Plans tab. 2.7 Section 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS. Land subject to identified Natural and Geologic Hazards, such as falling rock, landslides, snow slides, mud flows, radiation, flooding, or high water tables, shall not be developed unless it has been designed to eliminate or mitigate the potential effects of hazardous site conditions as designed by a qualified professional engineer and as approved by the County. The proposed site is not located within flooding, radiation, high water table, and avalanche or mud flow areas. The site is located nearby a potential rockfall area. The pond will be located approximately 25 feet from the toe of the slope. The Site will be constructed with a buffer area around the perimeter to protect it in the event of rock falls. An assessment of rockslides and landslides was conducted by Oxy's Operations Engineer. No evidence of large rocks or debris exists west of the buffer. The Assessment determined there was not a significant risk to the proposed site from rockslides and landslides. The Natural and Geologic Hazards Assessment Report and the Rockslide and Landslide Assessment are located in the Impact Analysis tab and the Site Plan is located in the Maps and Plans tab. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 7 of 8 OXY USA WTP LP Pond 10 2.8 Section 7-109. FIRE PROTECTION. A. Adequate Fire Protection. Adequate fire protection will be provided for each land use change as required by the appropriate fire protection district. The proposed site is located within the DeBeque Fire Protection District. The site was designed to meet all requirements of the DeBeque Fire Protection District. B. Subdivisions. All divisions of land must be reviewed and approved by the appropriate fire protection district for adequate primary and secondary access, fire lanes, water sources for fire protection, fire hydrants, and maintenance provisions. The standard "Fire Protection: Subdivisions", Section 7-109 B. of the Garfield County LUDC, is not applicable to the proposed use. The site will be an industrial use and no division of land will occur. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 8 of 8 OXY USA WTP LP Pond 10 General Resource Protection Standards Narrative Article 7 - Division 2 1.0 Introduction The following section addresses the requirements for the General Resource Protection Standards under Article 7, Division 2 of the Garfield County Land Use and Development Code (LDDC). 2.0 Section 7-201. AGRICULTURAL LANDS. No Adverse Affect to Agricultural Operations, Domestic Animal Controls, Fences, Roads, and Irrigation Ditches The proposed site is located within the Gentle Slopes of the Resource Lands zone district and will not cause an adverse impact to agricultural operations. Domestic animals are not allowed on the proposed site. The site was previously developed and not used for agricultural purposes. The perimeter of the site will be fenced with animal proof fencing. Irrigation ditches are not located within the perimeter. The proposed site with not interfere with any ditch right-of-ways. 2.1 Section 7-202. WILDLIFE HABITAT AREAS. The Applicant shall consult with the Colorado Division of Wildlife or a qualified wildlife biologist in determining how best to avoid or mitigate impacts to wildlife habitat areas. Grasslands and sagebrush surround the site. The biological survey conducted determined there will be no impact to wildlife since the site has previously developed and wildlife has likely become accustomed to the facility. Proposed site modifications are not anticipated to require habitat compensation. Domestic animals are not allowed on the proposed site. Netting would exclude birds from entering the produced water storage impoundment and would eliminate the harming of birds protected under the Migratory Bird Protection Act. Fencing, specifically a chain link fence with 1 foot below grade and 2 feet above grade mesh prevent both large mammals (including game species) and small mammals from entering the produced water storage impoundment. Environmental Impact Assessment is located in the Impact Analysis tab. Wildlife Habitat Report for the water impoundment use is located in the Standards tab. 2.2 Section 7-203. PROTECTION OF WATERBODIES. A. Minimum Setback. A setback of 35 feet measured horizontally from the Typical and Ordinary High Water Mark (TOHWM) on each side of a Waterbody is required. The proposed site is located more than 35 feet from any Waterbody. The nearest waterbody is Conn Creek, located 330 feet to the east of the site. Ditches, labeled Intermitted Streams on the Surface Water Figure, are located outside the perimeter of the site. Intermitted Stream A is located 10 feet north of the site. Ditches do not meet the Garfield County definition as a "waterbody". The labeled ditches move water from one place to another less than 2 months of the year. The Surface Water Figure is located in the Grading and Drainage Plan tab. B. Structures Permitted In Setback. Irrigation and water diversion facilities, flood control structures, culverts, bridges, pipelines, and other reasonable and necessary structures requiring some disturbance within the 35 foot setback may be permitted. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 7 OXY USA WTP LP Pond 10 An irrigation ditch is located 10 feet north of the site. The irrigation ditch will not require disturbance and is located outside the perimeter of the subject site. The Surface Water Figure shows all surface water features near the site, is located in the Grading and Drainage Plan tab. C. Structures and Activity Prohibited in Setback. Unless otherwise permitted or approved, the following activities and development shall be prohibited in the 35 foot setback: 1. Removal of any existing native vegetation or conducting any activity which will cause any loss of riparian area unless it involves the approved removal of noxious weeds, nonnative species, or dead or diseased trees. 2. Disturbance of existing natural surface drainage characteristics, sedimentation patterns, flow patterns, orflood retention characteristics by any means, including without limitation grading and alteration of existing topography. Measures taken to restore existing topography. No vegetation will be removed from the 35 foot setback or outside the perimeter of the site. No riparian areas will be impacted by the construction of the proposed site. 95% of the site was previously graded. The site will not impact or disturb existing natural surface drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics. D. Compliance with State and Federal Laws. Any development impacting a Waterbody shall comply with all applicable state and federal laws, including, but not limited to, CDPHE water quality control division regulations and the Army Corp of Engineers regulations and permitting for waters of the U.S. The proposed site will not be located within a water body setback and will not impact any water body. The Surface Water figure is located in the Grading and Drainage Plan tab. 2.3 Section 7-204 DRAINAGE AND EROSION. A. Erosion and Sedimentation. Excluding Grading activities for agricultural purposes, development disturbing 1 acre or more is subject to the CDPHE National Pollutant Discharge Elimination System Permit, unless otherwise exempted by CDPHE. The water impoundment site adheres to the OXY Stormwater plan. Cascade Creek field stormwater documents are provided in the Grading and Drainage Plan tab. B. Drainage. The site has been designed to adhere to the Drainage Standards stated in Section 7-204 B of the Garfield County LUDC. Drainage plan, calculations, and figures are located in the Grading and Drainage Plan tab. The storage site adheres to the OXY Stormwater plan. Cascade Creek Feld stormwater documents are provided in the Grading and Drainage Plan tab. C. Stormwater Run -Off These standards shall apply to any new development within 100 feet of a Waterbody and to any other development creating 10,000 square feet or more of impervious surface area. The proposed Pond 10 site is not located in the 100 feet of any water body. The development of the proposed site will not create 10,000 square feet of impervious surface area. The water General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 2 of 7 OXY USA WTP LP Pond 10 impoundment site adheres to the OXY Stormwater plan. Cascade Creek field stormwater documents are provided in the Grading and Drainage tab. 2.4 Section 7-205. ENVIRONMENTAL QUALITY. A. Air Quality. Any Land Use Change shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. An air permit exemption was issued by the Colorado Department of Public Health and Environment (CDPHE) for the natural gas generator. The exemption is valid through June 2016. The CDPHE exemption letter is located in the Impact Analysis tab. OXY assessed and determined the proposed Pond 10 does not qualify for an Air Quality permit, OXY conducted quarterly sampling of the previous ponds and analytical results concluded the hydrocarbons were less than 1%. Pond 10 operations are not considered commercial facilities since Oxy will be the sole user of the pond. The proposed pond qualifies for the CDPHE Reg 3, II.D.1.uuu exemption, which states: Surface water storage impoundment of non -potable water and storm water evaporation ponds, with the exceptions of oil and gas production water impoundments (including produced water tanks) containing equal to or more than one percent by volume crude oil on an annual average and commercial facilities that accept oil and gas production wastewater for processing. Oxy will continue to perform quarterly sampling of Pond 10 to monitor compliance with the CDPHE Air Permit exemption. B. Water Quality. At a minimum, all hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations Hazardous materials will not be stored or transported on the proposed site. Three monitoring wells will be installed and sampled in accordance with a COGCC recommended sampling plan to ensure water quality. Potential locations of the monitoring wells are shown in the Monitoring Wells figure, located in the Grading and Drainage Plan tab. The applicant will provide Garfield County with the determined monitoring well locations and sampling plan once COGCC approves the Form 28 for the proposed site. 2.5 Section 7-206. WILDFIRE HAZARDS. The following standards apply to areas subject to wildfire hazards as identified on the County Wildfire Susceptibility Index Map as indicated in the County's Community Wildfire Protection Plan. A. Location Restrictions. Development associated with the land use change shall not be located in any area designated as a severe wildfire Hazard Area with Slopes greater than 30% or within a fire chimney as identified by the Colorado State Forest Service. The proposed site is not located in a severe wildfire Hazard Area with Slopes greater than 30% or within a fire chimney. B. Development Does Not Increase Potential Hazard. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 3 of 7 OXY USA WTP LP Pond 10 The proposed Land Use Change shall be developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. The proposed facility will not increase the potential intensity or duration of a wildfire. Fuels will not be stored on site and the site will maintain weed control to prevent wildfire from entering the site. C. Roof Materials and Design. Roof materials shall be made of noncombustible. The only building on the site will be the generator building. Roof materials are noncombustible and the generator building has been designed to be non-combustible. Engineering drawings of the generator building are located in the Maps and Plans tab. 2.6 Section 7-207. NATURAL AND GEOLOGIC HAZARDS. A. Utilities. Above ground utility facilities located in Hazard Areas shall be protected by barriers or diversion techniques approved by a qualified professional engineer. The determination to locate utility facilities above ground shall be based upon the recommendation and requirements of the utility service provider and approved by the County. Public utilities will not be installed at the proposed site. A natural gas generator is located in the Storage Area 2. The generator is located 480 feet from the eastern boundary berm and 530 feet from the toe of the slope. The generator is located on the western boundary of the site, outside the potential rockfall area. An assessment of rockslides and landslides was conducted by Oxy's Operations Engineer. No evidence of large rocks or debris exists west of the buffer or near the generator. The Assessment determined there was not a significant risk to the proposed site from rockslides and Landslides. The Natural and Geologic Hazards Assessment Report and the Rockslide and Landslide Assessment are located in the Impact Analysis tab and the Site Plan is located in the Maps and Plans tab. B. Development in Avalanche Hazard Areas. Development may be permitted to occur in Avalanche Hazard Areas if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and the plan approved by the County. The Pond 10 Site and the access road are not expected to be within an avalanche prone area. Therefore, avalanches are not expected to pose a hazard to the proposed development. Avalanche hazard areas are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. C. Development in Landslide Hazard Areas. Development may be permitted to occur in Landslide Hazard Areas only if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist and as approved by the County. The site and access road are not located within an area that has been mapped landslide hazard areas. The site has been engineered to eliminate any impacts to the site in the event of a landslide. An assessment of rockslides and landslides was conducted by Oxy's Operations Engineer. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 4 of 7 OXY USA WTP LP Pond 10 No evidence of large rocks or debris exists west of the buffer or near the generator. The Assessment determined there was not a significant risk to the proposed site from rockslides and landslides. The Natural and Geologic Hazards Assessment Report and the Rockslide and Landslide Assessment are located in the Impact Analysis tab and the Site Plan is located in the Maps and Plans tab. D. Development in Rockfall Hazard Areas. Developmen t shall be permitted to occur in rockfall Hazard Areas only if the Applicant demonstrates that the development cannot avoid such areas and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or a qualified professional geologist, and as approved by the County. The Site and access road are in an area of rockfall or potential for rockfall. The site has been designed to mitigate the potential impacts and several engineering features will be constructed to protect the site. The site will be constructed with a buffer area around the perimeter to protect it in the event of rock falls. The pond will be located approximately 25 feet from the toe of the slope and a low hill to the east of the Site will have a maximum height of 5 feet to 10 feet above the base of the Swale, and 35 feet above the base of the Pond 10 pad. The swale will vary in width from 12 feet to 2 feet, and in depth from one foot to five feet. An assessment of rockslides and landslides was conducted by Oxy's Operations Engineer. No evidence of large rocks or debris exists west of the buffer or near the Site. The Assessment determined there was not a significant risk to the proposed site from rockslides and landslides. The Natural and Geologic Hazards Assessment Report and the Rockslide and Landslide Assessment are located in the Impact Analysis tab and the Site Plan is• located in the Maps and Plans tab. Engineering designs are shown in the Site Plan, provided in the Maps and Plans tab. E Development in Alluvial Fan Hazard Area. Development shall only be permitted to occur in an alluvial fan if the Applicant demonstrates that the development cannot avoid such areas, and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County. The proposed site is not located in a mapped alluvial fan hazard area. Alluvial fan hazard areas are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. F. Slope Development. Development on Slopes 20% or greater shall only be permitted to occur if the Applicant demonstrates that the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County. The pond has an access road and water diversion around the uphill side and the sides of the pond are built up with rock barriers. These engineering controls are expected to mitigate rockfall, slides, or debris flows. Slope development areas are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. G. Development on Corrosive or Expansive Soils and Rock. Development in areas with corrosive or expansive soils and rock shall be designed based upon an evaluation of the development's effect on Slope stability and shrink -swell characteristics Development shall be permitted only if the Applicant demonstrates that the development cannot avoid such areas General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 5 of 7 OXY USA WTP LP Pond 10 and the development complies with design, construction stabilization, and maintenance measures certified by a qualified professional engineer, or qualified professional geologist, and is approved by the County. The Pond 10 Site and access road are not located in an area known to have expansive soil or rock types. Development on corrosive or expansive soils and rock are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. H. Development in Mudflow Areas. Development shall be permitted in a mudflow area only if the Applicant demonstrates that the development cannot avoid such areas, and the development adequately employs, construction stabilization, and mitigation and maintenance measures as designed by a qualified professional engineer, or qualified professional geologist, and as approved by the County. The Pond 10 Site is not located in an area mapped as having mudflows or debris fans. Mudflow areas are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. L Development Over Faults. Development shall be permitted over faults only if the Applicant demonstrates that such areas cannot be avoided and the development complies with mitigation measures based on geotechnical analysis and recommendations, as certified by a qualified professional engineer, or qualified professional geologist, and approved by the County. According to the Geologic Map of the Red Pinnacle Quadrangle Map (Donnell et al, 1992) does not show any faults in proximity to Pond 10 Site. There are no mapped faults in the immediate vicinity of the proposed site. Development over faults are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab 2.7 Section 7-208. RECLAMATION. A. Applicability. These standards shall apply to any development that requires a Land Use Change Permit, including divisions of land, as well as to the following activities: The Oxy Reclamation Plan in located in the Impact Analysis tab. A detailed summary of the Reclamation plan is provided in the Drainage and Grading Report. 1. Installation of ISDS. Installation of a new or replacement ISDS. An ISDS will not be installed on the Pond 10 site. 2. Driveway Construction. Any driveway construction that requires a Garfield County Access Permit or a CDOTAccess Permit. The site will be accessed using a pre-existing driveway established for the previously developed site. At this time a driveway permit is not planned. Any driveway construction that requires a Garfield County Access Permit ora Colorado Department of Transportation Access Permit, the appropriate permit shall be obtained. 3. Preparation Area. All areas disturbed during development that do not comprise the longer-term functional areas of the site but are those areas used for the short-term preparation of the site. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 6 of 7 OXY USA WTP LP Pond 10 A preparation area will not be required for construction of the proposed site. There are no plans for additional areas of disturbance for short-term preparation. B. Reclamation of Disturbed Areas. Areas disturbed during development shall be restored as natural -appearing landforms that blend in with adjacent undisturbed topography. 1. Contouring and Revegetation. Abrupt angular transitions and linear placement on visible Slopes shall be avoided. Areas disturbed by Grading shall be contoured so they can be revegetated, and shall be planted and have vegetation established and growing based on 70% coverage as compared with the original on-site vegetation within 2 growing seasons, using species with a diversity of native and/or desirable nonnative vegetation capable of supporting the post -disturbance land use. To the maximum extent feasible, disturbed areas shall be revegetated to a desired plant community with composition of weed free species and plant cover typical to that site. Any disturbances, including final reclamation will be completed in accordance with the attached Weed Management and Reclamation Plan, located under the Impact Analysis Tab. 2. Application of Top Soil. Top soil shall be stockpiled and placed on disturbed areas. Majority of the site was previously disturbed and developed. Any top soil will be stockpiled and places on disturbed areas. 3. Retaining Walls. Retaining walls made of wood, stone, vegetation, or other materials that blend with the natural landscape shall be used to reduce the steepness of cut Slopes and to provide planting pockets conducive to revegetation. Not Applicable- Retaining walls are not located on the proposed site. 4. Slash Around Homes. To avoid insects, diseases, and wildfire hazards, all vegetative residue, branches, limbs, stumps, roots, or other such flammable lot -clearing debris shall be removed from all areas of the lot in which such materials are generated or deposited, prior to final building inspection approval. No slash will be left on-site. 5. Removal of Debris Within 6 months of substantial completion of soil disturbance, all brush, stumps, and other debris shall be removed from the site. Any debris will be removed from the site during the construction phrase. 6. Time Line Plan. Every area disturbed shall have a time line approved for the reclamation of the site. At this time, there are no foreseen plans to fully reclaim this facility. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 7 of 7 OXY USA WTP LP Pond 10 Site Planning and Development Standards Narrative Article 7 - Division 3 1.0 Introduction The following section addresses the requirements for the Site Planning and Development Standards under Article 7, Division 3 of the Garfield County Land Use and Development Code (LUDC). 2.0 Section 7-301. COMPATIBLE DESIGN. The design of development associated with the land use change shall be compatible with the existing character of adjacent uses. A. Site Organization. The site shall be organized in a way that considers the relationship to streets and lots, solar access, parking, pedestrian access, and access to common areas. The proposed site is located in an unpopulated area on a 7732 acre parcel and not adjacent to public streets, parking, pedestrian access, and common areas. The site will not impede solar access to adjacent parcels. The site plan and vicinity maps are located in the Maps and Plans tab. B. Operational Characteristics. The operations of activities on the site shall be managed to avoid nuisances to adjacent uses relating to hours of operations, parking, service delivery, and location of service areas and docks. 1. Dust, odors, gas, fumes, and glare shall not be emitted at levels that are reasonably objectionable to adjacent property. The site will not produce nuisances that are objectionable to adjacent property. Lighting will not be installed or required at the Pond 10 site. Odors, gas, and fumes are not anticipated at the proposed site. An air permit exemption was issued by the Colorado Department of Public Health and Environment (CDPHE) for the natural gas generator. The exemption is valid through June 2016. The CDPHE exemption letter is located in the Impact Analysis tab. OXY assessed and determined the proposed Pond 10 does not qualify for an Air Quality permit. OXY conducted quarterly sampling of the previous ponds and analytical results concluded the hydrocarbons were less than 1%. Pond 10 operations are not considered commercial facilities since Oxy will be the sole user of the pond. The proposed pond qualifies for the CDPHE Reg 3, II.D.1.uuu exemption, which states: Surface water storage impoundment of non -potable water and storm water evaporation ponds, with the exceptions of oil and gas production water impoundments (including produced water tanks) containing equal to or more than one percent by volume crude oil on an annual average and commercial facilities that accept oil and gas production wastewater for processing. Oxy will continue to perform quarterly sampling of Pond 10 to monitor compliance with the CDPHE Air Permit exemption. Site Planning and Development Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 4 OXY USA WTP LP Pond 10 2. Noise shall not exceed State noise standards pursuant to CRS, Article 12 of Title 25, unless the use is regulated by the COGCC. In this case, the use shall be subject to COGCC Rules regarding noise abatement. A Noise Analysis was conducted for the site and determined the noise created by the operation of the generator is in compliance with the applicable COGCC standards. Per COGCC Rule 802.c.(1), noise measurements shall be measured at 350 feet or the property line, whichever is greater. Therefore, the expected noise levels were analyzed at 570 feet (the nearest property boundary) from the generator. Noise Levels were calculated to be within the permissible level. The Noise Analysis is provided in the Impact Analysis tab. The generator engineering design is located in the Maps and Plans tab. A building permit will be submitted the Garfield County Building Department in tandem with the Limited Impact Review. 3. Hours of operation shall be established to minimize impacts to adjacent land uses. The Pond 10 will not have personnel staffed at the site on a regular continuous basis. During completions activities, personnel will access and operate the facility full time until completion activities are finalized. Completion activities take approximately 5 days to complete. Completion activities occur and are not a daily event at the site. The site is not located in close proximity to any residences and is located in and adjacent to the Resource Lands zone district. Adjacent land uses include natural resource activities and public lands. C. Buffering. Buffering shall be installed to mitigate visual, noise, or similar impacts to adjacent property whenever adjacent uses are in a different zone district. The subject site is located within the Resource Lands zone district. Adjacent properties are zoned Resource Lands or Public Lands. The site is located on a 7732 acre parcel and natural topographic features buffer the site. The site has been designed to minimize visual, noise, and other impacts to adjacent properties. The subject site is located in an area surrounded by natural resource activities. The site is not within close proximity to residences or businesses. D. Materials, Exterior facades shall be constructed with materials that do not detract from adjacent buildings or uses. The building is constructed with painted galvannealed steel. Noise attenuating insulation is installed within the building. The building dimensions will be 31 foot x 10 foot with a one story height. The building height is within the maximum building height range for the resource lands - gentle slopes zone district. The structure is painted tan and blends in with the natural background environment. Site photos are located in the Impact Analysis tab and the engineering design plans are located in the Maps and Plans tab. 2.1 Section 7-302. OFF-STREET PARKING AND LOADING STANDARDS. The Off -Street Parking and Loading Standards, Section 7-302 of the Garfield County LUDC, is not applicable to the proposed use. The proposed site location does not have a designated parking area due to the minimal presence of employees onsite. The site is located on private property and prohibits public access. 2.2 Section 7-303. LANDSCAPING STANDARDS Site Planning and Development Standards Narrative Garfield County Limited Impact Review, 2014 Page 2 of 4 OXY USA WTP LP Pond 10 The Landscaping Standards, Section 7-303 of the Garfield County LUDC, is not applicable to the proposed industrial use, a Water Impoundment Site. 2.3 Section 7-304. LIGHTING STANDARDS. Any exterior lighting shall meet the following conditions: A. Downcast Lighting. Exterior lighting shall be designed so that light is directed inward, towards the interior of the Subdivision or site. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities when the site will be operated full time. All temporary lighting will be directed inward, towards the interior of the proposed site. B. Shielded Lighting. Exterior lighting shall be fully shielded or arranged in a manner so that concentrated rays of light will not shine directly onto other properties. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities when the site will be operated full time. All temporary lighting will be arranged in a manner so that concentrated rays of light will not shine directly onto other properties. C. Hazardous Lighting. The direct or reflected light from any light source shall not create a traffic hazard. Colored lights shall not be used in such a way as to be confused or construed as traffic control devices. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities when the site will be operated full time. Temporary lighting will not crease a traffic hazard and will be direct towards the road. Colored lights will not be used at the site. D. Flashing Lights. Blinking, flashing, or fluttering lights, or other illuminated device that has a changing light intensity, brightness, or color, shall be prohibited in all zone districts. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities when the site will be operated full time. Temporary lighting will not blink, flash, or flutter or change in any manner. E. Height Limitations. Light sources which exceed 40 feet in height shall not be permitted except for temporary holiday displays or as required by local, State or Federal regulations. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities when the site will be operated full time. Temporary lighting will not exceed 40 feet in height. 2.4 Section 7-305. SNOW STORAGE STANDARDS. All residential uses except for multi family are exempt from this section, unless the residential use includes a common outdoor parking area. A. Minimum Area. Site Planning and Development Standards Narrative Garfield County Limited Impact Review, 2014 Page 3 of 4 OXY USA WTP LP Pond 10 A designated area sufficient to store snow from the entire parking area shall be provided. As a general guideline, and considering the varying elevations and snowfall amounts throughout the County, it is anticipated that a minimum area equivalent to 2.5% of the total area of the required off-street parking and loading area, including access drives, shall be designated to serve as a snow storage area. Snow within the site perimeter will be stockpiled only as needed to allow operations. Plowed snow will be placed near the outer boundary of the pad allowing pad swales will collect the snow melt and route it to the retention pond. The snow storage area is depicted in the Site Plan located in the Maps and Plans tab. B. Storage in Parking Spaces Prohibited. Required off street parking and loading areas shall not be used for snow storage. Loading areas will not be used for snow storage. The snow storage area is depicted in the Site Plan, located in the Maps and Plans tah. C. Storage in Yards and Open Space Permitted. Snow stored in ayard or Open Space shall not be located in a manner that restricts access or circulation, or obstructs the view of motorists. Stored snow will not restrict access or circulation, or obstruct the view of motorists. The snow storage area is depicted in the Site Plan located in the Maps and Plans tab. D. Storage on Public Roadways Prohibited. Public roads shall not be used for snow storage. The proposed site will not store snow on public roads. The snow storage area is depicted in the Site Plan located in the Maps and Plans tab. E. Drainage. Adequate drainage shall be provided for the snow storage area to accommodate snowmelt and to ensure it does not drain onto adjacent property. Snowmelt will not drain into adjacent properties and will be contain by stormwater control features installed on the subject site. Plowed snow will be placed near the outer boundary of the pad allowing pad swales will collect the snow melt and route it to the retention pond. The snow storage area is depicted in the Site Plan located in the Maps and Plans tab. 2.5 Section 7-306. TRAIL AND WALKWAY STANDARDS. A. Recreational and Community Facility Access. A multi -modal connection, such as a trail or sidewalk, shall be provided in a development where links to schools, shopping areas, parks, trails, greenbelts, and other public facilities are feasible. The standard Trail and Walkway Standards, Section 7-306 of the Garfield County LUDC, is not applicable to the proposed use. Public access is prohibited and the site is located on private property. Site Planning and Development Standards Narrative Garfield County Limited Impact Review, 2014 Page 4 of 4 OXY USA WTP LP Pond 10 Additional Standards for Industrial Uses Narrative Article 7- Division 10 Section 7-1001 Industrial Use 1.0 Introduction The following section addresses the requirements for the Additional Standards for Industrial Uses under Article 7, Division 10 of the Garfield County Land Use and Development Code (LUDC). These standards shall apply to all industrial uses: 2.0 A. Residential Subdivisions. Industrial uses shall not occupy a lot in a platted residential Subdivision. The proposed industrial use, Water Impoundment, will be located on a parcel zone Resource Lands and not located on a platted residential subdivision. 2.1 B. Setbacks. All activity associated with these uses shall be a minimum of 100 feet from an adjacent residential property line, unless the use is on an industrially zoned property. Oxy requests a waiver for the Setback Standard of the Industrial Uses Standards, Section 7-1001 (B) of the Garfield County Land Use and Development Code. The proposed site is 10 feet from the adjacent property to the south, the J0J0 property. The 1010 and Savage parcels are zoned resource lands and natural gas activities are currently located on the parcels. Oxy has an established SUA with the JOJO and Savage parcels. Documents are located in the Impact Analysis tab. Oxy currently has stormwater mitigations features located on the J0J0 and Savage properties. The nearest residence is Located approximately 2000 feet to the South on the Savage property. The figure in the Noise Analysis shows the location of the nearest residence. The residence will not incur any impacts from noise and is screened by the natural topography. The Site Plan, showing J0J0 and Savage properties, is located in the Maps and Plans tab. Waiver requests are located in the Application Narrative. 2.2 C. Concealing and Screening. When an industrial use is not located on an industrial zoned property, all storage, Fabrication, service, and repair operations shall be conducted within an enclosed building or have adequate provisions, based on location and topography, to conceal and screen the facility and/or operations from adjacent property(s). The natural topography and berms surrounding the site conceal the site from adjacent parcels. Berms have been designed to mitigate sound and visual impacts to adjacent properties. The location of the site is not in a high visibility area. The proposed site is located on a 7732 acre parcel in a rural, remote area. There are no homes within a close proximity to the site. The site location is remote and rural and the site will not be visible to the public. The land surrounding the site is currently used for oil and gas natural production, agriculture activities, and public lands. Site photos are located in the Impact Analysis tab and the site plan is provided in the Maps and Plans tab. 2.3 D. Storing. 1. Materials shall be stored on the property in a form or manner that will not be transferred off the property by any reasonably foreseeable natural cause or force. 2. Al! products shall be stored in compliance with all national, State, and local codes. Industrial Use Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 3 OXY USA WTP LP Pond 10 4. Petroleum and hazardous products shall be stored in an impervious spill containment area(s). Materials will be securely stored to prevent materials leaving the site by any natural cause. Petroleum and hazardous products will not be stored at this site. All products will be stored securely and in compliance with national, State, and local codes. 3. Shall be a minimum of 100 feet from an adjacent property line. Oxy requests a waiver for the Setback Standard of the Industrial Uses Standards, Section 7-1001 (B) of the Garfield County Land Use and Development Code. The proposed site is partially located on the adjacent parcel to the South, J0J0 Properties. Oxy has an established SUA with the J0J0 and Savage parcels. The SUA and Special Warranty Deed are located in the Impact Analysis tab. The 1010 parcel is zoned resource lands and natural gas activities are currently located on the parcel. Oxy currently has stormwater mitigations features located on the J0J0 and Savage properties. The nearest residence is located approximately 2000 feet to the South on the Savage property. The figure in the Noise Analysis shows the location of the nearest residence. The residence will not incur any impacts from noise and is screened by the natural topography. The Site Plan, showing the Savage property, is located in the Maps and Plans tab. Waiver requests are located in the Application Narrative. 2.4 E. Industrial Wastes. All industrial wastes shall be disposed of in a manner consistent with Federal and State statutes and requirements of CDPHE. Flammable or explosive solids or gases and other hazardous materials including wastes shall be stored according to the manufacturer's standards and shall comply with the national, State, and local fire codes and written recommendations from the appropriate local fire protection district. The site will store produced water for future use during completions activities. Flammable, explosive, and hazardous materials will not be stored at the site. If the produced water is not recycled, the water will be disposed of at a permitted facility. 2.5 F. Noise. Noise shall not exceed State noise standards pursuant to C.R.S., Article 12, Title 25, unless the use is regulated by the COGCC. In this case, the use shall be subject to COGCC rules in regard to noise abatement. A Noise Analysis was conducted for the site and determined the noise created by the operation of the generator is in compliance with the applicable COGCC standards. Per COGCC Rule 802.c.(1), noise measurements shall be measured at 350 feet or the property line, whichever is greater. Therefore, the expected noise levels were analyzed at 570 feet from the generator. Noise levels were calculated to be within the permissible level. The Noise Analysis is provided in the Impact Analysis tab. The generator engineering design is located in the Maps and Plans tab. A building permit was obtained from the Garfield County Building Department and is located in the Supporting Documents tab. 2.6 G. Ground Vibration. Every use shall be operated so that the ,ground vibration inherently and recurrently generated is not perceptible without instruments at any point of any boundary line of the property. Industrial Use Standards Narrative Garfield County Limited Impact Review, 2014 Page 2 of 3 OXY USA WTP LP Pond 10 Ground vibration will not be perceptible without instruments at any point on the property boundary line. 2.7 H. Hours of Operation. Any activity that will generate noise, odors, or glare beyond the property boundaries will be conducted between the hours of 7:00 a.m .to 7:00 p.m. Monday through Saturday, or as approved by the decision- making authority. The Pond 10 will not have personnel staffed at the site on a regular continuous basis. During completions activities, personnel will access and operate the facility full time until completion activities are finalized. The anticipated completion activities will take approximately 5 days to complete. Completion activities occur and are not a daily event at the site. The site is not located in close proximity to any residences and is located in and adjacent to the Resource Lands zone district. Adjacent land uses include natural resource activities and public lands. 2.81. Interference, Nuisance, or Hazard. Every use shall be so operated that it does not emit heat, glare, radiation, orfumes that substantially interfere with the existing use of adjoining property or that constitutes a public nuisance or hazard. Flaring ofgases, aircraft warning signal, and reflective painting of storage tanks, or other legal requirements for safety or air pollution control measures, shall be exempted from this provision. The subject use, a water impoundment, will not create nuisances or hazards to the public or adjacent properties. The proposed site has been designed to minimize any impacts to adjacent parcels. The site is located on a 7732 acre parcel in the resource lands zone district, surrounded by natural resource activities. Industrial Use Standards Narrative Garfield County Limited Impact Review, 2014 Page 3 of 3 OXY USA WTP LP Pond 10 Additional Standards for Accessory Uses Narrative Article 7- Division 12 Section 7-1201 Accessory Use 1.0 Introduction The following section addresses the requirements for the Additional Standards for Accessory Uses under Article 7, Division 12 of the Garfield County Land Use and Development Code (LDDC). A. Accessory Building. The natural-gas generator meets all setback requirements for the Resource Lands zone district. The generator is located 25 feet from the perimeter of the site and 570 feet to the property boundary. The location of the generator is shown in the Site Plan, located in the Maps and Plans tab. A. Accessory Structures. A fence with a height of 8 -feet will be installed around the perimeter of Pond 10. The fence will be chain link with a wildlife mesh extending 1 foot below grade and 2 feet above grade attached to the 8' chain link fence. The wildlife mesh will prevent small animals from entering the site. The fence will not exceed the maximum height restriction (8 feet) for the Resource Lands- Gentle Slopes zone district. The fence is required for the proposed use to deter wildlife and livestock from entering the site, will not adversely impact the operation of any adjacent public right-of-way or roads, will not impact the natural lighting or visual corridor of adjacent properties, and will not obstruct critical traffic areas along roadways. Accessory Use Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 1 ERQ _120 Resources Corp. Denver 1842 Clarkson St. Denver, CO 80218 303.830.1188 Boise 3314 Grace St. Boise, ID 83703 208.373.7983 Durango 10151, Main Avenue Durango, CO 81301 970.422.2136 stern Slope .O. Box 932 161 South 2nd St. Hotchkiss, CO 81419 970.872.3020 www.eroresources.com March 20, 2014 Katy Middleton Blue Sky Permitting and Planning, LLC 9321 54 Road Mesa, CO 81643 (Email -delivered) RE: Wildlife Health Standards Analysis OXY Pond 10 (Impoundment) Dear Ms. Middleton, This memo transmits ERO Resources Corporation's (ERO) analysis of wildlife health standards in relation to proposed modifications to OXY USA WTP LP (Oxy) Pond 10 in the Grand Valley Field in Garfield County, Colorado. ERO surveyed the project area on April 24, 2013. The pond is located approximately 10 miles north of DeBeque, Colorado. Location and Existing Conditions For the purposes of the proposed project, the survey area was defined as a uniform 0.5 mile surrounding the existing project envelope (Figure 1). The legal description of the approximate center of the project area is Sections 5 and 8, T7S, R97W of the 6th PM; UTM NAD 83 Zone 12N, 737050m Easting, 4372373m Northing; Latitude, Longitude: 39.468305°N, -108.244193°W; USGS Red Pinnacle, CO Quadrangle. Oxy is the surface owner. Currently, the site supports an existing produced water storage fenced for security purposes and wildlife exclusion. Flagging deterrents are also installed above the pond to discourage birds from accessing the water. Consultants in Natural Resources and the Environment Photo 1. Looking southeast from northwest corner of Oxy Pond 10 project area (4.24.13). Photo 2. Looking south from northwest corner of Oxy Pond 10 project area (4.24.13). Page 2 Proposed Project Oxy proposes to upgrade the existing site with the following modifications to the existing produced water storage impoundment: 1. Regrade existing two -pond layout into a single pond; 2. Install Pond liner system; 3. Upgrade sediment control along east edge of site; 4. Grade new access ramp to pond from west (existing disturbed areas); 5. Improve existing access road from south to include adequate traffic patterns/turning radius, grade, cattleguards, and drainage improvements; 6. Re -install improved. 8 -foot tall wildlife fence incorporating buried portions for deterring both large and small mammals (Chain link fence, with 1 foot below grade and 2 feet above grade mesh; see attached detail); 7. Replace flagging with bird netting to exclude birds from entering pond; and ERO Resources Corporation Page 3 8. Drill 3 new groundwater monitoring wells. Oxy plans to begin grading on or about May 1, with about 10 to 12 weeks required for construction and an additional 2 weeks for site clean-up and installation of fencing, netting, and monitoring wells. Environmental Setting Pond 10 is in a valley bottom at an approximate elevation of 5,800 feet above sea level (Figure 2). The existing pond location and parking, storage, and access areas consist of graveled and maintained surfaces with minimal to no vegetation. East of the pond location is a previously graded area that was disturbed during pad construction and has partially revegetated. These developed areas are immediately surrounded by sagebrush -steppe habitat. Cliff and cottonwood riparian habitat occur within 0.25 mile of the project area. The sagebrush -steppe habitat is dominated by sagebrush (Artemesia tridentata sp.), primarily along the eastern project area boundary. Dominant vegetation in the Pond 10 project area is listed in Table 1. Table 1. Vegetation observed near Pond 10. Common Name Scientific Name Sagebrush Artemisia tridentata sp. Saltbush Atriplex spp. Cheat grass Bromus tectorum Gambel's oak Quercus gambelii Wheatgrasses Thinopyrum spp. Rye Elymus spp. Crested wheatgrass Agropyron cristatum Rabbitbrush Ericameria nauseosa Wildlife Habitat Standards Buffers Proposed site modifications will not significantly alter the existing visual and sound buffers. The site's topographic position in the valley bottom limits the visibility and sound transmittal to surrounding areas. Existing site screening is provided by riparian vegetation along Conn Creek, which will not be disturbed. Locational Controls of Land Disturbance Surface disturbance from proposed grading activities is not anticipated to change animal migration corridors, predation dynamics, and/or animal -vehicle collisions. Site conditions and activities would remain very similar to current conditions. Improvements proposed include bird netting, which represents an improvement over the existing flagging as a bird deterrent. Netting would exclude birds from entering the produced water storage impoundment and would eliminate the harming of birds protected under the Migratory Bird Protection Act. Fencing, specifically a chain link fRO Resources Corporation fence with 1 foot below grade and 2 feet above grade mesh (see attached detail) would prevent both large mammals (including game species) and small mammals from entering the produced water storage impoundment. Preservation of Native Vegetation Grading activities are anticipated to impact approximately 0.75 acres of relatively native vegetation along the eastern side of the site for purposes of stormwater control. All existing vegetation at the site has been disturbed by grazing and weed infestations; however the eastern portion of the site is relatively undisturbed. Following the grading, the graded portions of the site that will not be occupied by the pond, access roads, or other facilities will be reseeded with native and/or desirable nonnative vegetation capable of supporting post -disturbance land use (a site-specific seed mix is recommended in the associated Environment Impact Report). In addition, vegetation removed to control noxious weeds is not required to be replaced unless the site requires revegetation to prevent other noxious weeds from becoming established. Oxy will adhere to their Noxious Weed Management Plan for all project activities. Habitat Compensation Proposed site modifications are not anticipated to require habitat compensation. Although the project area is mapped as Sensitive Wildlife Habitat (Mule Deer Severe Winter Range; Figure 3), there are no vegetation communities or habitat resources important to mule deer that would be impacted. There would be no effects to riparian areas or agricultural fields along Conn Creek that potentially provide mule deer hiding and forage. Domestic Animal Control Domestic animals and livestock are currently not allowed within the project area; therefore, no domestic animals will be impacted by the proposed site modifications. In addition, wildlife fencing proposed for the site would preclude domestic animals. Please feel free to contact me at (970) 872-3020 or apowers@eroresources.com if you have any questions. Sincerely, gat-- SI Aleta Powers Principal, Natural Resource Specialist (RO Resources Corporation Page 4 Oxy Pond 10 Sections 5 and 8, T7S, R97W; 6th PM UTM NAD 83: Zone 12N; 737054mE, 4372373mN Latitude, Longitude: 39.468305°N, 108.244193°W USGS Red Pinnacle, CO Quadrangle Garfield County, Colorado 0 1,000 2,000 AFeet Figure 1 Site Location Ptepored for: Oxy File: 5449 figure 1.mxd [GS] Mmch 2014 ERA ERO Resources Corp. Portions al this dneumenl lndede inlelleclual poopert♦ al ESRI and its licensors and ore used herein under license. Coppight g 2012 ESRI and its Licensors. NI rights reserved_ Oxy Pond 10 QProtect Area Image Source: USDA NAIP, 2013 0 100 200 Feet N Figure 2 Project Area Prepared for: Oxy File: 5449 Figure 2.mxd [G5] March 2014 Oxy Pond 10 Elk Winter Concentration Greater Sage Grouse Production Area/Lek Site Mute peer Critical Winter Range DProiect Area Image Source: USDA HAIP, 2013; Data Source COGCC, 2008 One -Halt Mile Project Area Buffer One Mile Projec! Area Buffer 0 600 1,200 Feet Figure 3 Natural Resources Repoietlor riY Poe: 5119 Fps Irpod jGtJ OW 2014 ERQ rrn errewe.ae. CD r- -tz N s11vi a 311/0 NMI NIVHO ,8 -,9 1 02 2 m 0 Q 0 2 c as -'D uu03 aoua3 puod 0 n w ra 0 0 ad -rd OSS 81S 9 r m C op aoua3 O A A 0 Le 0 z e 111113.0 DN1ON3J NMI NIVHO ,S --e9 CO w a adzd O.tSS ,£ Taa_s passasd : d`d71 TAYLOR FENCE COMPANY OF GRAN[) JUNCTION 832 21 1/2 ROAD P.O. BOX 3125 GRAND JUNCTION, CO 81502 970-241-1473 FAX 970-241-1475 YMr tl. (fir= rr u.1AD.r 1111 AND \A/0)0rK A1'„1d r alir”" ("MAIN LINK FENCE SPECIFICATION OXY USA INC CONN CREEK POND FENCE FABRIC: 96" 9 GA GALVANIZED (2" MESH) CHAIN LINK FABRIC. TOP RAIL: 1 5/8" O.D. SS40 STRUCTURAL PIPE, 1.82 LBS PER FOOT. TOP RAIL IN 21' LENGTH, WITH SLEEVES. LINEPOST: 2 3/8" O.D. SS40 STRUCTURAL PIPE, 2.28 LBS PER FOOT, LINE POSTS SET 10' ON CENTER MAXIMUM SPACING. TERMINAL: 3" O.D. SS40 STRUCTURAL PIPE, 4.64 LBS PER FOOT, GATE POST: 6 5/8" O.D. SS40 STRUCTURAL PIPE, 19.5 LBS PER FOOT. BRACING: 1 5/8 O.D. SS40 STRUCTURAL PIPE, 1.82 LBS PER FOOT. [SITTINGS: REGULAR BRACE BAND AND CARRIAGE BOLT, PRESSED STEEL RAIL, PRESSED STEEL CAP, PRESSED STEEL LINE TOPS, 3/16 X 3/4" TENSION BAR, REGULAR TENSION BAND AND CARRIAGE BOLT. TIE WIRE: GATES: POST FOOTING: 8 %" 9 GA STEEL WIRE SPACED 15" ON CENTER FOR LINE POST AND 12" ON CENTER FOR RAIL, 1 5/8" SS40 STRUCTURAL PIPE FRAME, FABRIC SAME AS ABOVE. HOLE DIMENSION FOR LINE POST 8" X 30", TERMINAL POST 10" X 36", CONCRETE 3000 PSI ,1111‘ OXY USA WTP LP OXY 760 Horizon Drive, Suite 101 Grand Junction, CO 81506 reit,,,V,40-20`,;#717 mi,w/Afriiwr Pond 10 Conceptual Future Zoning Revised: 3/5/2014 Garfield County, Colorado 0 0.5 1 1.5 2 2.5 Miles v .6,1419,1 6S 97 littrari G bq-c Long Point T. X r lu z z0 Red ch m, AF1 I A 1 Subject Parcel Conceptual Future Zoning 41 Res MH (2 TO <6 Ac/Du)* Resource Production/Natural REVISED BASIC TRAFFIC ANALYSIS OXY USA WTP LP POND 10 CENTRALIZED E & P WASTE MANAGEMENT FACILITY GARFIELD COUNTY, COLORADO OLSSON ASSOCIATES OA Project No. 013-0656 March 2014 760 Horizon Dr., Suite 102 'Grand Junction, CO 81 506 1 970.263.7800 1 Fax 970.263.7456 INTRODUCTION & OBJECTIVE This Revised Basic Traffic Analysis summarizes findings of a traffic impact analysis performed for the OXY USA WTP LP (OXY) Pond 10 Centralized E & P Waste Management Facility. This facility will be used to store produced water that would be recycled for well completions or eventually disposed of at a permitted facility. The project will also include storage areas for oil and gas production equipment. The facility is currently constructed as a production pond and OXY is requesting a Land Use Change Permit so it can also be approved as a Colorado Oil and Gas Conservation Commission Centralized E & P Waste Management facility. It is expected that the lifespan of the site will be approximately 30 years. The site is located approximately 12 travel miles north of the DeBeque interchange (MP 61.6) along Interstate 70 (1-70). The facility is located in the Southeast 1/4 of the Southwest 1/4 of Section 5, Township 7 South, Range 97 West of the 6th Principal Meridian in unincorporated Garfield County. The subject site encompasses approximately 9.836 acres on a 7,723 -acre parcel. The property is owned by and the facility is operated by Oxy. Oxy is in the process of permitting a number of facilities located in the general area. All of these facilities will individually generate low volumes of traffic. Two facilities are for storage only (Logan Wash and Upper Loop) and will reduce the current practice of hauling materials and equipment to and from the top of the plateau. Three facilities are for the storage and management of produced water as well as equipment storage (Pond G, Pond 13 & Pond 10). These activities reduce the cumulative impacts of these facilities by providing water recycling in the field and reducing the need for trucks to haul water for final disposal. These facilities also reduce the need to haul equipment in and out of the field on public roadways. The facilities are visually inspected almost on a daily basis by personnel who typically travel to multiple locations during a single round trip. This further reduces the cumulative impacts of these facilities on the public road system. The objective of this analysis is to review the existing road network, provide traffic projections for the facility, determine trip distribution, and analyze the need for roadway modifications. OXY Pond 10 1 March 2014 Basic Traffic Analysis EXISTING ROAD NETWORK Regional trips to this facility will use the 1-70 exit at DeBeque, Colorado. Vehicles traveling to the site will drive north through the Town of DeBeque and on Mesa County 45 Road (Roan Creek Road) for approximately 3.75 miles until the road crosses the Garfield/Mesa County Line where the road transitions to Garfield County Road (CR) 204. Approximately 4.25 miles north of the county line, vehicles will turn right onto CR 213 (Conn Creek Road) and travel approximately 4 miles to the end of the county road. From this point travel is on a private road for approximately 750 feet to the facility. This private road is located on property owned by Oxy. Both CR 204 and CR 213 are preferred haul routes according to maps available on the Garfield County web -site. Both of these roads are generally used for access to ranches and agricultural operations, rural residential uses, oil and gas operations and access to public lands managed by the BLM. According to the Garfield County Road Inventory Report, CR 204 is classified as Local road and is a two lane asphalt roadway with gravel shoulders. The 2011 Garfield County HUTF Report describes the roadway as is in good condition. The road has a posted speed limit of 45 mph. During 2002, Garfield County Road & Bridge conducted a county -wide traffic study where daily traffic was counted for county roads. The study concluded that the average daily traffic (ADT) was 337 vehicles per day (vpd) on CR 204 at that time. According to the Garfield County Road Inventory Report, CR 213 is classified as Local road and is a two lane road consisting of a section constructed of a combination of soil, gravel, and stone and a section consisting of graded and drained natural soil. The 2011 Garfield County HUTF Report describes the roadway as is in good condition. The Garfield County Road & Bridge Department has provided data that was collected on CR 213 during June 2011. This data indicates that CR 213 had an average of 376 vpd at that time. No updated traffic data is available for CR 204. There is a right -turn lane for northbound traffic on CR 204 turning right onto CR 213. The intersection is stop controlled with CR 213 as the minor leg. Oxy Pond 10 2 March 2014 Basic Traffic Analysis TRAFFIC PROJECTIONS Background traffic volumes were increased to present day values for comparison purposes for CR 204. Given the lack of data regarding traffic growth for this area, a growth rate of 3% is assumed. This rate was applied to the existing counts to obtain background traffic for the year 2014. This results in an estimated ADT of 459 for CR 204. Background traffic volume counts were available from 2011 and are shown in Table 1 below. The volumes during this period represent a time when a drilling and completion program was in progress for wells up CR 213. The period represents a time where traffic is at its peak. Traffic outside these periods, during a time when the pads are in operation, is expected to be less than the 2011 volumes. As a result, 2014 traffic volumes along CR 213 are estimated to be no greater than the 2011 volumes. Table 1: Background Traffic Projections — Pond 10 Facility TRIP GENERATION AND DISTRIBUTION Trip generation is generally determined using rates found in the ITE Trip Generation manual. Rates from this publication are applied to values related to the size of the proposed site to estimate the trips expected to enter and exit the site. In this case, no rates are provided for facilities similar to these. To estimate trips expected for this site, information was gathered regarding the expected traffic based on the existing operations. Vehicle activities during daily operations will consist of one (1) pickup truck per day and one (1) transport truck every two (2) days. One (1) additional pickup truck and one (1) additional transport truck will be used for maintenance purposes each quarter. Trip generation will increase by three (3) pickup trucks and one to two (1-2) transport trucks per day and one (1) additional pickup truck and one additional transport each month during periods of drilling and completion. Drilling and completion activities will occur periodically throughout the life of the project. Oxy Pond 10 3 March 2014 Basic Traffic Analysis 2002 Actual 2011 Actual 2014 Estimated CR 204 337 Not Available 459 CR 213 9 376 <376 TRIP GENERATION AND DISTRIBUTION Trip generation is generally determined using rates found in the ITE Trip Generation manual. Rates from this publication are applied to values related to the size of the proposed site to estimate the trips expected to enter and exit the site. In this case, no rates are provided for facilities similar to these. To estimate trips expected for this site, information was gathered regarding the expected traffic based on the existing operations. Vehicle activities during daily operations will consist of one (1) pickup truck per day and one (1) transport truck every two (2) days. One (1) additional pickup truck and one (1) additional transport truck will be used for maintenance purposes each quarter. Trip generation will increase by three (3) pickup trucks and one to two (1-2) transport trucks per day and one (1) additional pickup truck and one additional transport each month during periods of drilling and completion. Drilling and completion activities will occur periodically throughout the life of the project. Oxy Pond 10 3 March 2014 Basic Traffic Analysis The proposed storage use is not expected to generate additional traffic on public roads and has the potential to reduce traffic by providing a place for extra materials and equipment that would otherwise be hauled in or out of the larger field. The equipment and materials that will be brought to the site are from near -by well pads and will be reused in the general area. Therefore, no additional traffic generation is assigned to the storage use. The storage site will be monitored and inspected by personnel performing similar activities at other facilities in the field, so this activity would currently be accounted for within the background traffic volume. The following Table 2 summarizes the expected average and maximum trips for the operational life of the facility. Table 2: Trip Generation — Pond 10 Facility Phase Average TripslDay Maximum Trips/Day Percent Trucks Phase Duration Operation 4 8 33% 30 years Drilling & Completions 10 14 39% N/A Storage 0 0 0 30 years Combined 14 22 33% N/A Construction 8 12 5% 13 Weeks County Road 204 Based on the background traffic calculations, Oxy's Pond 10 facility related traffic will have an average of <1% increase on daily traffic activity during operations of the facility in 2014 on CR 204. Traffic activities will increase from the 2014 estimate an average 4.8% during drilling and completion operations on CR 204. The following Table 3 summarizes the expected percentage of trips this facility will generate on CR 204. Table 3: CR 204 Trip Distribution — Pond 10 Facility Year Estimated CR 204 VPD Generate Average Operation Trips/Day Generated Percent of TripslDay Average Generated Maximum TripslDay Generated Percent of Trips/Day Maximum 2014 459 4 <1% 22 4.8% Oxy Pond 10 Basic Traffic Analysis 4 March 2014 County Road 213 Based on the background traffic calculations, Oxy's Pond 10 facility related traffic will have a 1% increase on daily traffic activity during operations of the facility in 2014 on CR 213. Traffic activities will increase from the 2011 trip data by 5.85% during drilling and completion operations on CR 204. Table 4 summarizes the expected percentage of trips this facility will generate on CR 213. Table 4: CR 213 Trip Distribution — Pond 10 Facility Year Estimated CR 213 VPD Generated Average Operation Trips/Day Generated Percent of Trips/Day Average Generated Maximum Trips/Day Generated Percent of Trips/Day Maximum 2014 376 4 1% 22 5.85% CONSTRUCTION PHASE The existing site will be graded for the development of one water impoundment. Liners and a leak detection system will be installed. This work will require approximately 13 weeks of activity. Average daily traffic during this construction period will be eight vehicles. Approximately 5 percent of these vehicles over the 13 -period construction phase will consist of large trucks. ROADWAY ANALYSIS Existing Parcel Current land use on the subject parcel is primarily natural gas development. The majority of existing traffic on CR 213 is related to natural gas development activities, very limited agricultural activities and very low density rural residential uses. State Highway Crossings and Access The roadway access to this site does not cross any highway right-of-ways managed by the Colorado Department of Transportation. CR 204 is accessed via Mesa County 45 Road which intersects 1-70 at Exit 62 in DeBeque, Colorado. This grade -separated interchange access point is controlled by stop signs at the top of each exit ramp. Site distances are adequate in both directions at these control points. Additional traffic control is not needed at this location. Oxy Pond 10 5 March 2014 Basic Traffic Analysis The US Highway 611-70 Frontage Road terminates at Mesa County 45 Road approximately 300 feet northwest of the DeBeque interchange. This intersection is two-way stop -controlled. Traffic traveling to this site from 1-70 would have the right-of-way at this intersection. Railroad Crossings Mesa County 45 Road crosses under a main railroad line approximately 0.5 miles north of 1-70. This line is generally used for the transport of freight, coal, and passenger rail traffic. This railroad crossing is grade separated. Clearance for transport trucks under this railroad bridge is adequate. The roadway access to this site does not cross any other active railroad right-of- ways. Intersection of CR 204 & 213 As noted above, there is a deceleration/turn lane for north bound traffic on CR 204 turning right onto CR 213. A stop sign controls west bound traffic on CR 213 at the intersection of that road with CR 204. Given the amount of traffic estimated to be generated from the proposed facility, additional improvements at this intersection are not needed at this time. RECOMMENDATIONS Based on the expected trip generation rates discussed above, the increase in average daily traffic during is not expected to be significant on roads generally used by the public. CR 204 and CR 213 will see only a minor increase in traffic. The addition of traffic generated by the proposed facility, specifically during the operations phases that represent the majority of the lifespan of this site, does not increase existing volumes to levels required for State or County permits or roadway modifications. While this pond and the associated storage use would not increase traffic volumes during drilling and operations phases past thresholds for additional County permits, this site, like similar ones in the larger field, will contribute to the total traffic generated by the field along county roads. This study identified the traffic on CR 213 at what is expected to be peak volumes related to a drilling and completion program; however, as more development occurs in the area there is the potential that the cumulative impacts of traffic would require improvements to county facilities. As such, continued monitoring and potentially a larger scope study should be considered to attempt to accurately determine these regional impacts. Attachment — Pond 10 Traffic Volume Map Oxy Pond 10 6 March 2014 Basic Traffic Analysis • vr3tp'.jl OXY USA WTP LP OXY 760 Horizon Drive, Suite 101 46, Grand Junction, CO 81506 r"" 1 ,d Updated Pond 10 Traffic Volumes Map Map Revised: Mar 12, 2014 Garfield County, Colorado 0 0.5 1 1.5 2 2.5 3 3.5 Miles N1 w y' tI s r • 1 A -14 [XXXX] Average Daily Traffic, 2014 estimated [XXXX] Average Daily Traffic, Operations [XXXX] Maximum Daily Traffic, Drilling DeBeque F ® Pond 10 0-\1 Private Access Road "-N.... Private Road Site Access Route County Road •\_.• Interstate 70 OXY USA WIP LP OXY 760 Horizon Drive, Suite 101 Nip, Grand Junction, CO 81506 1, J Pond 10 Access Map Revised: March 20, 2014 Garfield County, Colorado 0 0.55 1.1 1.65 2.2 2.75 Miles r"L —750 Feet End of County Road to Facility 7S 96W —4.25 Miles County Line to CR 213 -3.75 Miles 1-70 to County Line ROAD ACCESS DESCRIPTION 5 • - 1 xit'6 De Beque Regic ' trips to this facility will use the 1-70 exit at DeBeque, Colorado. Vehicles traveling to the site w. ,rive north through the Town of DeBeque and on Mesa County 45 Road (Roan Creek Road) for approximately 3.75 miles until the road crosses the Garfield/Mesa County Line where the road transitions to Garfield County Road (CR) 204. Approximately 4.25 miles north of the county line, vehicles will turn right onto CR 213 (Conn Creek Road) and travel approximately 4 miles to the end of the county road. From this point travel is on a private road for approximately 750 feet to the facility. This private road is located on property owned by Oxy. Pond 10 °N., Pond 10 Access Road Oxy Responsible Road 0%I Unimproved Public Road °No Gravel Public Road °N/ Paved Public Road �s. 1111lftfi4iMGaray OXY USA WTP LP OXY 760 Horizon Drive, Suite 101 Grand Junction, CO 81506 It rirl�at��4.rrt�!►�r�p1�11�i,-`,W Pond 10 Access Road Map Revised: August 21, 2013 Garfield County, Colorado 0 0.2 0.4 0.6 0.8 1 Miles vti�� 1'1 0 Pond 10 Pond 10 Access Road �1 Oxy Responsible Road r� Unimproved Public Road , Gravel Public Road *Nr Paved Public Road AREA STORAGE AREAD RETENTION POND mtmit NO. DATE REVISIONS DESORPTION. .14 4asDEDroRPRaRT h C}R MVR ISSUED FON M OUT µ97161f tglk OXY r I L� A avim kung 1e a xawn POND 10 MTh DIAGRAM Aro ss soAD Pu'2 - DRT.ACtADPL♦'.FS.IJt 73, , OXY USA WTP LP OXY 760 Horizon Drive, Suite 101 Grand Junction, CO 81506 Pond 10 Access Road Standards Revised: 3/20/2014 Garfield County, Colorado 0 50 100 150 200 Feet Garfield County Roadway Standards Note: Data Ac. uired March 20, 2014 Road Type 'N., Secondary Access 'atdr"ie �. Primitive / Driveway (Gray) Secondary Access (Black) }} Garfield County Standard Standard Limit Project Minimum Exceeds/ Within Standard Standard Limit Project, Minimum Exceeds/ Within Standard - , ,, i ' ('- Design Capacity (ADT) 0-20 n/a Within 201-400 n/a Within { (+ t'S.. Minimum ROW Width (Feet) 15-30 16 Within 50 50 Within Lane Width (Feet) 12 (Single) 12 Within 11 22 Within Si ler Width (Feet) 0 0 Within 4 4 Within Width (Feet) 3 3 Within 6 8 Within Cross Slope 2% 2% Within 2% 1% Within Shoulder Slope nla n/a nla 5% 1% Within Design Speed nla nla n/a n/a n/a n/a Minimum Radius (Feet) 40 50 Within _ 80 n/a Within Maximum % Grade 12% 12% Within 10% 2% Within Note: Data Ac. uired March 20, 2014 Road Type 'N., Secondary Access 'atdr"ie �. OXY USA WTP LP Pond 10 Supporting Documents Table of Contents 1. COGCC Form 2a Application 2. COGCC Form 15 Application 3. COGCC Form 28 Figures Supporting Documents - Table of Contents Garfield County Limited Impact Review, 2014 Page 1 of 1 [FORM 2A Rev 108113 r New Location State of Colorado Oil and Gas Conservation Commission 1120 Lincoln Street, Suite 801, Denver, Colorado 80203 Phone (303) 894-2100 Fax. (303) 894.2109 Oil and Gas Location Assessment T'-' Refile g Amend Existing Location Location#: 414396 Submit signed original form, This Oil and Gas Location Assessment is to be submitted to the COGCC for approval prior to any ground disturbance activity associated with oil and gas operations. Approval of this Oil and Gas Location Assessment will allow for the construction of the below specified Location; however, It does not supersede any land use rules applied by the local land use authority. Please sae the COGCC website at http:!lcogcc.state.co us/ for all accompanying Information pertinent this Mend Gas Location Assessment. T y This location assessment is included as part of a permit application. Document Number. 400561970 Date Received: Location ID: 414396 Expiration Date: CONSULTATION T." This location is Included in a Comprehensive Drilling Plan. CDP # CR This location Is in a sensitive wildlife habitat area. [1 This location Is in a wildlife restricted surface occupancy area, F. This location includes a Rule 306.d.(1)A.II. variance request. Operator Operator Number. 66571 Contact Information Name: Joan Proulx Name: OXY USA WTP LP Phone: (970) 263.3641 Address: 760 HORIZON DR #101 Fax: (970) 263-3894 City: GRAND JUNCTION State: CO Zip: 81506 RECLAMATION FINANCIAL ASSURANCE r Plugging and Abandonment Bond Surety ID: 17 Waste Management Surety ID. email: joan_proulx@axy.com E' Gas Facility Surety ID: 11 LOCATION IDENTIFICATION Name: pond Number 10 County: GARFIELD QuarterQuarter: T 83-B Section: 5 Township: 75 Range: 97W Meridian: 6 Ground Elevation: 5699 Define a single point as a location reference for the facility location. When the location is to be used as a well site then the point shall be a well location. Footage at surface: 327 feet FSL from North or South section line 2295 feet FWL from East or West section line Latitude: 39.468410 Longitude: -108.244610 PDOP Reading: 2.5 Date of Measurement: 02/18/2014 Instrument Operators Name: R Seal bate Run: 3/4/2014 Doc (#400561970) Page 1 of 7 RELATED REMOTE LOCATIONS (Enter as many Related Locations as necessary. Enter the Form 2A document # only if there is no established COGCC Location ID#) This proposed Oil and Gas Location is: J.00ATION ID # FORM 2A DOC # ry FACILITIES Indicate the number of each type of oil and gas facility planned on location Wells Oil Tanks Condensate Tanks Water Tanks Buried Produced Water Vaults Drilling PiIs Production PiIs Special Purpose Pits Multi•We11 PiIs Temporary Large Volume " Above Ground Tanks Pump Jacks Separators Injection Pumps Cavity Pumps Gas or Diesel Motors Electric Motors Electric Generators 1 Fuel Tanks Gas Compressors Dehydrator Units Vapor Recovery Unit VOC Combustor Flare LACT Unit Pigging Station OTHER FACILITIES Other Facility Type &umber Power panel Per Rule 303.b.(3)C, description of ell oil, gas, and/or water pipelines: Existing 8" polyline pipeline CONSTRUCTION Date planned to commence construction: 04/15/2014 Size of disturbed area during construction in acres: 1.35 Estimated date that interim reclamation will begin: 04/15/2015 Size of location after interim reclamation in acres: 1.35 Estimated post -construction ground elevation: 5699 DRILLING PROGRAM Will a closed loop system be used for drilling fluids: Is H2S anticipated? Will salt sections be encountered during drilling: Will salt based mud (>15,000 ppm CI) be used? Will oil based drilling fluids be used? DRILLING WASTE MANAGEMENT PROGRAM Drilling Fluids Disposal: Cutting Disposal: Other Disposal Description: Drilling Fluids Disposal Method: Cuttings Disposal Method: Beneficial reuse or land application plan submitted? No Reuse Facility ID: or Document Number: Centralized E&P Waste Management Facility ID, if applicable: SURFACE & MINERALS & RIGHT TO CONSTRUCT Name: OXY USA WTP LP Phone: 970-263-3641 Date Run: 3/4/2014 Doc (#4005679701 Page 2of7 Address; P 0 Box 27757 Fax: 970-263-3694 Address: Suite 110 Email: joan_proulx@oxy.com City: Houston Slate: TX Zip: 77227 Surface Owner: n Fee 11 State ❑Federal [T Indian Check all that apply. The Surface Owner: TR is the mineral owner D is committed to an oil and Gas Lease r has signed the Oil and Gas Lease lac is the applicant The Mineral Owner beneath this Oil and Gas Location is: fl Fee f- State T Federal C1! Indian The Minerals beneath this Oil and Gas Location will be developed from or produced to this Oil and Gas Location: No The right to construct this Oil and Gas Location is granted by: applicant is owner Surface damage assurance if no agreement is in place: Surface Surety ID: Date of Rule 306 surface owner consultation CURRENT AND FUTURE LAND USE Current Land Use (Check all that apply): Crop Land: C' Irrigated I' Dry land IT Improved Pasture C` Hay Meadow El CRP Non -Crop Land: lR Rangeland 1J Timber r- Recreational r Other (describe): Subdivided: Ti - Industrial IT Commercial r Residential Future Land Use (Check all that apply): Crop Land: fl Irrigated 0 Dry land r Improved Pasture 0 Hay Meadow 0 CRP Non -Crop Land; bZ Rangeland r Timber 17 Recreational 0 Other (describe): Subdivided: I•? Industrial f Commercial 0 Residential Date Run: 3/4/2014 Doc (#4005619703 Page 3 of 7 CULTURAL DISTANCE INFORMATION Distance to nearest: Building: 1887 Feet Building Unit: 5290 Feet High Occupancy Building Unit: 5290 Feet Designated Outside Activity Area: 5280 Feet Public Road: 330 Feet Above Ground Utility: 5280 Feet Railroad: 5280 Feet Property Line: 289 Feet DESIGNATED SETBACK LOCATION INFORMATION Check all that apply. This location is within a: r Buffer Zone n Exception Zone )" Urban Mitigation Area Pre -application Notifications (required If location is within 1,000 feet of a building unit): Date of Rule 305.a.(1) Urban Mitigation Area Notification to Local Government: Date of Rule 305.a.(2) Buffer Zone Notification to Building Unit Owners: INSTRUCTIONS: -Ali measurements shall be provided from center of nearest Well or edge of nearest Production Facility to nearest of each cultural feature as described In Rule 303.b.(3)A. -Enter 5280 for distance greater than 1 mile. • Building - nearest building of any type. If nearest Building is a Building Unit, enter same distance for both. Building Unit, High Occupancy Building Unit, and Designated Outside Activity Area • as defined in 100 -Series Rules. - Buffer Zone - as described in Rule 604.a.(2), within 1,000' of a Building Unit. - Exception Zone • as described in Rule 604.a.(1}, within 500' of a Building Unit. -Urban Mitigation Area - as defined In 100 -Series Rules, SOIL List all soil map units that occur within the proposed location. attach the National Resource Conservation Service (NRCS) report showing the "Map Unit Description" report listing the soil typical vertical profile. This data is to used when segregating topsoil. The required information can be obtained from the NRCS web site al http:llsoildatamart.nres.usda.orgl or from the COGCC web site GIS Online map page found at http://colorado.govlcogcc. Instructions are provided within the COGCC web site help section. NRCS Map Unit Name: Map Unit Symbol 444 Happle very channery sandy loam, 3 to 12 percent slopes NRCS Map Unit Name: NRCS Map Unit Name: PLANT COMMUNITY: Complete this section only if any portion of the disturbed area of the location's current land use is on non -crop land. Are noxious weeds present: Yes L No Ix Plant species from: List individual species: NRCS or, T field observation Date of observation: Western wheatgrass, Wyoming big sagebrush, Sandberg bluegrass, Bottlebrush squirreltail, Yellow rabbilbrush, Prairie junegrass, Needleandthread, Miscellaneous perennial forbs, Indian ricegrass Date Run: 3/4/2014 Doc M400561970] Page 4 of 7 I {Check all plant communities that exist in the disturbed area, FT Disturbed Grassland (Cactus, Yucca, Cheatgrass, Rye) i 17 Native Grassland (Bluestem, Grama, Wheatgrass, Buffalograss, Fescue, Oatgrass, Brome) ✓ Shrub Land (Mahogany, Oak, Sage, Servicebeny, Chokecherry) C` Plains Riparian (Cottonwood, Willow, Aspen, Maple, Poplar, Russian Olive, Tamarisk) E' Mountain Riparian (Cottonwood, Willow, Blue Spruce) C; Forest Land (Spruce, Fir, Ponderosa Pine, Lodgepole Pine, Juniper, Pinyon, Aspen) ✓ Wetlands Aquatic (Bullrush, Sedge, Cattail, Arrowhead) f� Alpine (above timberline) • Other (describe): WATER RESOURCES Is this a sensitive area: IR No T Yes Distance to nearest downgradient surface water feature: 476 Feet water well: 977 Feet Estimated depth to ground water at Oil and Gas Location 100 Feet Basis for depth to groundwater and sensitive area determination: Hydrology plat, COGCC GIS is the location in a riparian area: IR' No 0 Yes Was an Army Corps of Engineers Section 404 permit filed No 0 Yes If yes attach permit. Is the locetion within a Rule 317E Surface Water Supply Area buffer No ?one: If the location is within a Rule 3178 Surface Water Supply Area buffer have all public water supply systems within 15 miles been notified: GROUNDWATER BASELINE SAMPLING AND MONITORING AND WATER WELL SAMPLING Water well sampling required per Rule NIA f DESIGNATED SETBACK LOCATION EXCEPTIONS Check all that apply: ✓ Rule 604.a.(1)k Exception Zone (within 500' of Building Unit) F. Rule 604.b.(1)A. Exception Location (existing or approved Oil & Gas Location now within a Designated Setback as a result of Rule 604.e.) f' Rule 604.b.(1)B. Exception Location (existing or approved Oil & Gas Location is within a Designated Setback due to Building Unit construction after Location approval) ✓ Rule 604.b.(2) Exception Location (SUA or site-specific development plan executed on or before August 1, 2013) ✓ Rule 604.b.(3) Exception Location (Building Units constructed after August 1, 2013 within setback per en SUA or site-specific development plan) RULE 502.b VARIANCE REQUEST ✓ Rule 502.b. Variance Request from COGCC Rule or Spacing Order Number ALL exceptions and variances require attached Request Letter(s). Refer to applicable rule for additional required attachments (e.g. waivers, certifications, SUAs). ?PERATOR COMMENTS AND SUBMITTAL Comments Date Run: 3/4/2014 Doc (#400561970j Page 5 of 7 OXY is submitting this Form 2A for changes being made to the existing Pond 10 N (location #414398) and existing Pond 10 S (location #291946). Pond 10 N will be converted into one pond and permilted as a centralized E&P waste management facility with a Form 28 (to be submitted via eForm in the next 1-2 weeks) and Pond 10 S will be closed. Two meetings were conducted with Alex Fischer of the COGCC to discuss this conversion process. Please note that the Hydrology plat Indicates a monitoring well located outside the 1000' radius of Pond 10: however, per the COGCC GIS map there is a closer well located 977' north of Pond 10 on Oxy property (permit 11280305, depth 91'). The CPW consultation occurred via email on 212112014. On March 3, 2014, I spoke with John Savage, surface owner of the property south of Pond 10 N and Pond 10 S, where a seasonal wood frame house Is located. Although the seasonal wood frame house lies outside the setback boundaries Mr. Savage was advised of the pond conversion and the approximate date of construction, and was advised the Oxy will continue with its current road maintenance practices and dust mitigation practices. An electronic monitoring system (Iconics) will continue to be utilized to provide continuous fluid level monitoring. The Iconcis system is designed to provide an alarm system to notify the production tech prior to the fluid level reaching two feet of freeboard. The alarm and monitoring system allows the production tech to make adjustments to pit fluid inputs and outpouts to ensure !het the pit does not overrun. The pond is inspected dally by the production tech or the designated contractors to maintain pumps, generators, end the remote monitoring system and to ensure adequate freeboard is maintained. OXY will continue to conduct controlled visual inspections semi-annually that are documented by the inspector. One Inspection shall occur at the start of spring (end of winter) and the other shall occur at the start of fall. Visual inspections would be conducted by a properly trained production tech or qualified third -party inspector (liner installer). OXY will also voluntarily conduct a 72 -hour hydrotest at least annually. I hereby certify that the statements made in this form are, to the best of my knowledge, true, correct and complete. Signed: Date: Email: joan_proulx©oxy.com Print Name: Joan Proulx Title: Regulatory Based on the information provided herein, this Application for Permit -to -Drill complies with GOGGG Rules and applicable orders and Is hereby approved. COGCC Approved: Director of COGCC Date: Conditions Of Approval Ali representations, stipulations and conditions of approval stated in this Form 2A for this location shall constitute representations, stipulations and conditions of approval for any and all subsequent operations on the location unless this Form 2A Is modified by Sundry Notice, Form 4 or an Amended Form 2A. COA Type L Description Na BLIP/COA Type Best Management Practices Description Att Doc Num Name Attachment Check List 400562078 ACCESS ROAD MAP 400562079 CONST. LAYOUT DRAWINGS 400562080 HYDROLOGY MAP 400562081 LOCATION DRAWING 400562082 LOCATION PICTURES 400562084 WELL LOCATION PLAT 400562085 REFERENCE AREA MAP 400562086 REFERENCE AREA PICTURES 400562087 TOPO MAP 400562133 NRCS MAP UNIT DESC Total Attach: 10 Files Date Run: 3/4/2014 Doc (#400561970J Page 6of7 General Comments User Group Comment Comment Date L Total: 0 comment(s) Date Run: 3/4/2014 Doc (#400561970] Page 7 of 7 FORM 15 Rev 10111 } State of Colorado Oil and Gas Conservation Commission 1120 Lincoln Street, Suite 801, Denver, Colorado 80203 Phone: (303) 894-2100 Fax: (303) 894- 2109 EARTHEN PIT REPORT 1 PERMIT This form is to be used for both reporting and permitting pits. Rule 903 describes when a Permit with prior approval, or a Report within 30 days is required for pits. Submit required attachments and forms. Form Type: IR PERMIT r REPORT OGCC PIT NUMBER: NOTE: Operator to provide OGCC Pit Number only if available on an existing pit for pit report OGCC Operator Number: 66571 Contact Name: Joan Proulx Name of Operator: OXY USA WTP LP Address: P 0 BOX 27757 Cit HOUSTON Phone: (970) 263-3641 State: TX Zip: 77227 Email: Joan_Proulx@oxy.com Pit Location Information OGCC RECEPTION Document Number: 400581772 ATTACHMEN Detailed Site Plan DesignlCross Sec Topo Map Calculations Sensitive Area Info Mud Program Form 2A Form 26 Water Analysis TS Operator's Pit/Facility Name: API Number (associated well): 05- OGCC Location ID (associated location): Pit Location (OtrOtr, Sec, Twp, Rng, Meridian): SESW-5-7S-97W-6 Pond 10 00 Operator's Pit/Facility Number: Or Form 2A # 400561970 Latitude: 39.468404 Longitude: -108.244602 County: GARFIELD Operation Information Pit Use/Type (Check all that apply): Pit Type: R. Lined 7 Unlined IDrilling: (Ancillary, Completion, Flowback, Reserve Pits) r.Production: )Special Purpose: JMulti-Well Pit: I- Oil-based Mud; [- Salt Sections or High Chloride Mud 1- Skimming/Settling; r. Produced Water Storage; i- Percolation; r Flare; r Emergency; IT Blowdown; r Workovers r Plugging; Construction Date: 05/01/2014 Actual or Planned: Planned Method of treatment prior to discharge into pit: Two and three phase separation I— Evaporation r BS&W/Tank Bottoms Offsite disposal of R. Injection; r. Commercial; IR Reuse/Recycle; rl NPDES; pit contents: Other Information: Permit Number: As discussed during a meeting on January 27, 2014 with Alex Fischer, Oxy is in the process of preparing a Form 28 Centralized E&P Waste Management Facility application for Pond 10 and will provide this to the COGCC when complete. Site Conditions Distance (in feet) to the nearest surface water: Is this location in a Sensitive Area? Yes 350 Ground Water (depth): Existing Location? 44 Water Well: 977 Pit Design and Construction Size of Pit (in feet): Length: 286 Width: 194 Depth: 18 Calculated Working Volume (in barrels): 91749 Flow Rates (in bbl/day): Inflow: Primary Liner. Type: HDPE 278 Outflow: Evaporation: Seconday Liner (if present): Type: HDPE Is Pit Fenced? Yes Other Information: Thickness (mil): 60 Is Pit Netted? Yes 1 Percolation: 0 Thickness (mil): 60 Leak Detection? Yes Oxy will install a geosynthelic clay liner as the base layer for the pond, followed by one 60 -mil HDPE liner, a geocomposite base liner to allow for fluid movement between the HDPE liners to aid in fluid detection, two gravel sump and site pipe teak detection systems, and finally a second 60 -mil HDPE liner, see Pond 10 Liner Configuration diagram. As discussed during meetings with Alex Fischer, Oxy is in the process of preparing a Form 28 Centralized E&P Waste Management Facility application for Pond 10. Date Run: 3/14/2014 Doc [#400561772] Page 1 of 2 Operator Comments: Oxy is preparing and will provide the COGCC with the Form 28 Centralized E&P Facility application once complete, as discussed with A. fischer on January 27, 2014. Certification thereby certify all statements made in this form are, to the best of my knowledge, true, correct, and complete. Signed: Title: Regulatory Consultant Print Name: Blair Rollins Email: blair_rollins@oxy.com Date: 03/14/2014 Signed: Approval Title: Director of Cogcc Date: Best Management Practices No BMP/COA Type Description r 1 Wildlife The pond will be netted to prevent birds from entering the Facility. 2 Wildlife The pond will have an eight foot tall chainlink perimeter fence to prevent wildlife and un -authorized personnel from entering the pond. Additionally, Oxy will install a mesh fence to extend one foot below grade and two feet above grade to prevent small animals from entering the pond. 3 Storm Water/Erosion Control The location will be monitored and managed for storm water/erosion control as part of Oxy's stormwater management plan. 4 Material Handling and Spill Prevention The Facility will receive produced water treated on the well pad location by initial separation by 2- and 3-phase separators, and by gravity separation and skimming inside storage tanks prior to transfer and receipt by Pond 10. Hydrocarbons on the fluid surface of the Facility will be removed and recovered within 24 hours of discovery. Recovered oil will be stored in oil tanks which will go to market for sale, while solids separated from the produced water will be disposed of in accordance with applicable COGCC regulations. 5 Material Handling and Spill Prevention Oxy estimates the total throughput for 2014 to be approximately 250,000 barrels of produced water over a five-day period to support completions operations. Aside from the planned 5 -day completions support operation, Pond 10 will operate with de minimis amounts of produced water storage for reuse and rely on disposal as normal operations for the remainder of 2014. Oxy extrapolated the average daily inflow from the 250,000 bbl of produced water required for drilling and completions activities to determine the average daily inflow of 278 bbls/day. The daily inflow of 278 bbls is not representative of the daily volume of produced water inflow which will be transferred during the planned 5 -day drilling and completions activities, due to the volume of produced water needed. 6 Material Handling and Spill Prevention Fluid levels within the Pond will be monitored using high-level fluid alarms and (conics, a fluid monitoring and reporting system. Oxy will operate the Facility to ensure the required two feet of freeboard is maintained at the Pond. 7 Material Handling and Spill Prevention Oxy will install two leak detection site pipes between the primary 60 -mil HDPE and secondary 60 -mil HDPE liners to detect fluid accumulation between the liners. The site pipes will be monitored at least everyother week and any fluid accumulation will be sent to a laboratory for analysis. 8 Material Handling and Spill Prevention Oxy will install a loading/unloading station (or equivalent delivery/retrieval system) located next to the multi-well/production pit, to deliver fluids or to remove fluids from the pit by truck. The loading/unloading station shall be designed and utilized to prevent hoses from being dropped into the pits and dragged over the liner, which could lead to liner damage. The loading/unloading station will be the only permitted access for manual fluids transfers to or from the pit. Vehicles will not be allowed to approach the pit any closer than the loading/unloading station. Each station will have a catch basin in case a leak occurs while operations personnel are connecting or disconnecting hoses. Signs clearly marking the truck loading/unloading station shall be provided and maintained by the operator. Total: 8 comment(s) CONDITIONS OF APPROVAL: COA Type Description Date Run: 3/14/2014 Doc L#400561772] Page 2 of 2 I 8C• AC • u1 co w 0 N88'08'50"W Co71.90' 8C 8 g N8818'02"W 268.55' J n 0 J R. 97 W. AC 1329.61' TRACT 38 2295' 2633.12' 1- 327' TRACT 82--A TRACT TRACT TRACT 8C 8C AC NOTES 1. GPS OPERATOR R. SEAL OBSERVED A POOP OF 2.5. 2. ALL GPS OBSERVATIONS ARE IN COMPLIANCE WTH COGCC RULE No. 215 3. EXISTING IMPROVEMENTS WITHIN 500' OF LOCATION. 4. SURROUNDING SURFACE USE IS NATIVE BRUSH, NON CROP RANGELAND. 588'09'08"E AC 82--B 83-A #83-8 88817'53"E 3391.92' TRACT 80 p POND 1 Q i MISTING LOCATION BASIS OF ELEVATION DERIVED FROM D.R.G. CONTROL POINT 8-75-97, SITUATE IN LOT 6 OF SECTION 8, TOWNSHIP 78, RANGE 97 WEST. ELEVATION - 5699.85 501'25'30"W 288.96' TO PROPERTY LINE F 8C 8C S88'34'30'E 1341.03' TRACT #81 SURVEYOR'S STATEMENT I, RICHARD A. BULLEN JR., AN EMPLOYEE AND AGENT ON BEHALF OF D.R. GRIFFIN & ASSOCIATES, INC. STATE THE PLAT HEREON ISA CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY SUPERVISION ON THE 18th DAY OF FEBRUARY, 2014 OF THE SHOWN POND 10 AND THAT THE LOCATION HAS BEEN STAKED ON THE GROUND. Notice: In accordance with Colorado State Law, any legal action based upon any defect in this survey plat must commence within three (3) years after first discovery of such defect In no event, may any action based upon any defect In this survey 'Mat be commenced more than ten (10) yeas from Iha date of certification shown hereon. RIFFIN & ASSOCIATES, INC. (8p7) 381.3028 1414 ELK ST., ROCK SPRINGS, WY82901 POND .10 8C • SCALE' 1" = 1000' 500' 0 1000' 1 T. / S. CENTER OF POND LATITUDE (NAD 83) NORTH 39.468417 DEG. LONGITUDE (NAD 83) WEST 108.244611 DEG. NORTHING (NAD 27) 607193 EAST!NG (NAD 27) 1225446 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS REFERENCED TO THE COMMON LINE BETWEEN TRACT 83-B AND TRACT 39 AS BEARING SOUTH 88° 34' 30" EAST BETWEEN AN ALUMINUM CAP L.S. 37897 AND A 2.5" GLO BRASS CAP AS SHOWN. L • AC BC LEGEND DENOTES 90° TIE FOUND MONUMENT AS NOTED EXISTING POND LOCATION ALUMINUM CAP ALUMINUM CAP PLAT OF POND 10 i' i CT83B, IN SECTION 5, FOR OXY USA, WTP LP DRAWN: 2/412014 - RAS SCALE: 1"a 80' REVISED: N/A -. DRO JOB No. 20347 EXHIBIT 1 3277/S441 22951F/FVL, SECTION 5, T.7S.,R 97W, 6111 P.M., GARFIELD COUNTY, COLORADO Qms�� nvmmro.wRPawa.xPh BASES OF BEARINGS FAC&ttY BOUNDARY(TYPICAtI L •••91•01110 FENCE 1r • SAVAGE t. IMREO PART M ERSHIP I6 GEORGE M. ANDERSON PEYOCASLE TRUST E LIMITED PARTNERSHIP IA i 0101 M. ANDERSON R€VOOAMI.E TRUST I 33 IV OWNERSHIPF BOUNDARY —I REVISIONS NO. DATE Aan4 MSG SURD FORPERWT we COW G6 APR a�p: M'�a}fpaEe�Mt �xeaea 0 POND 10 UPGRADE WW1. SHE niv DRG. DEF20.317 ID wool r� rim �^a-r“--ossar- �mr�r-ri'xr� 21121,111.4 Ronatirarar DISMR&LVCEAREA Mar'' E4RI71WORBSAPPROXIMATE YAXDAGES PIT, POND A TR4PCCURACIERSIIIN Kt* irrru• 0.11,4111.4,1 NOTES. I. MIES fit NE ke901, 1.2.10.1.19R17.2•111C1A.L6.1..111.411 .1.11.TEPT9 no Mt MKS 1 ALL IPPLGILER132611..70.11401...1.001215.1.1.6 50.71:11.411e0 LEGEND' a' !Mt IsMay 60,4.949.11F11 PIT POND & IR4P CHAR4CTERI5IICS CONILV7ILf btu NV 6.1.11,4,Aral coNTROL raurrsAND rrr CORNmRS rrrnam 1.31 BASIS OF BEARINGS 110T11't1N 1)= O%YVSAL _ SAVACELgjREOAARTNERSNIF 18- BECRCE M. AN BERSCN REVOCABLE TRUST WNlRENIP SOON C%Y CSA INC. �• SAVAGEL_ EARTNE.f6CECRG!M. ANBERSONRIEWCCABLE TRUST .0 OA REVISIolVS LSH4 IF9tImFORBq WAIT SOLORALO it 1 L I { 1 ■ 1 € 1 ill 1 9 1 1 9 I 1 1 I+.� 1 ;r. ti { 1 1 1'1� 1 1 1 1 31 q I Q Ig `t, 1 \.,/ .� t ;'i4\\ ��!ri \ 7iZil�EEy SAVAGE LIMBED PARTHERSHIPI$ GEPROE M ARGERSON REVOGAELE TRUST OWNERSHIP UNIOW LEGEND ONI AREO_ —_ 8AV OEL9.MEOPARTH ERSHIP 18 OROE M, ANDERSON REVOCABLE 'MUST I tiId I� OWNERSIHE BGUNOARV I VISIONS NO. DATE VMI" OE FM" Nsum.ORPUY! SY *1* rang LOB ISSUED POI PE'RAiII alie001f EX..vx.AwaTEa sr "47"'"'"/` FOND 10 UPGRADE nx111100.1 ' ou AAccusLrs LANs 18oP-181.T � eH.n eaE. LEGAL DESCRIPTION OXY USA WTP LP POND 10 UPGRADE PROJECT BOUNDARY TRACT 83-B, T. 7 S., R. 97 W., 6th P.M., GARFIELD COUNTY, COLORADO A PARCEL OF LAND FOR THE PURPOSE OF UPGRADING AN EXISTING FACILITY LOCATED IN TRACT 83-B, TOWNSHIP 7 SOUTH, RANGE 97 WEST, 6th P.M., COUNTY OF GARFIELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE COMMON LINE BETWEEN SAID TRACT 83-B AND TRACT 39, TOWNSHIP 7 SOUTH, RANGE 97 WEST, 6th P.M. AS BEARING SOUTH 88° 34' 30" EAST BETWEEN AN ALUMINUM CAP L.S. 37897 AND A 2.5" GLO BRASS CAP WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. BEGINNING AT A POINT ON THE SAID COMMON LINE FROM WHICH CORNER NUMBER 4 OF SAID TRACT 83-B ALSO BEING CORNER NUMBER ONE OF SAID TRACT NUMBER 39 BEARS SOUTH 88° 34' 30" EAST A DISTANCE OF 498.86 FEET; THENCE NORTH 88° 34' 30" WEST A DISTANCE OF 575.00 FEET ALONG THE SAID COMMON LINE; THENCE DEPARTING SAID COMMON LINE NORTH A DISTANCE OF 285.00 FEET; THENCE WEST A DISTANCE OF 55.00 FEET; THENCE NORTH 02° 02' 00" WEST A DISTANCE OF 158.00 FEET; THENCE NORTH 47° 00' 00" WEST A DISTANCE OF 45.00 FEET; THENCE NORTH A DISTANCE OF 430.00 FEET; THENCE SOUTH 57° 00' 00" EAST A DISTANCE OF 207.68 FEET; THENCE SOUTH 44000' 00" EAST A DISTANCE OF 351.49 FEET; THENCE EAST A DISTANCE OF 250.00 FEET; THENCE SOUTH A DISTANCE OF 778.16 FEET MORE OR LESS TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 546,886 SQUARE FEET OR 12.55 ACRES OF LAND AND BEING SUBJECT TO ANY EASEMENTS, CONDITIONS AND/OR RESTRICTIONS ON OR WITHIN ITS LINES. i OXY USA WTP LP OXY 760 Horizon Drive, Suite 101 46% Grand Junction, CO 81506 Figure 5 Pond 10 Sensitive Wildlife Habitat Map Revised: January 21, 2014 Garfield County, Colorado D 0.1 0.2 0.3 0.4 0.5, ui Pond 10 fog Mule Deer Critical Winter Range i-•_, Pond 10 Access Road ��,► Oxy Responsible Road g Unimproved Public Road Gravel Public Road I/%0 Paved Public Road OXY OXY USA WTP LP ‘6./ A subsidiary of Occidental Petroleum Corporation Representative Mass Balance Flowchart OXY USA WTP LP Pond 10 Garfield County, Colorado Total Water Inflow Type Percent BPM MGM Water 95 7,916 0.33249 Condensate 5 417 0.01750 Total 0 8,333 0.34999 1 Pond 10 Facility Type Percent BPM MGM Water 95 7,916 0.33249 Condensate 5 417 0.01750 Total 0 8,333 0.34999 V Reuse or Disposal Evaporation Type Percent BPM MGM Type Percent BPM MGM Water 95 7,916 0.33247 Water 100 1 0.00004 Condensate 5 417 0.01751 Condensate 0 0 0.00000 Total 0 8,333 0.34999 Total 100 1 0.00004 POND WATER C O N O O J N D CO .0. CO 2 a Sample Identification T L678896 v°' T- o— N0 CD r r G -p c O CZ (ND N 9.5 a L578932 N p N cDa to i.9 Qa c O) E — Ze-❑ 01 J m BDL BDL BDL BDL J ❑ CO BDL J ❑ CO BDL BDL L BDL I BDL J 0000 030303C00710:101C000 J J J BDL J ❑❑❑❑v, J J J 0.46 0.028 BDL CD N BDL BDL L578932 0,1 p'- N �o CD w a Q Zri N BDL BDL BDL BDL BDL BDL J ❑ m J ❑ m J ❑ m BDL BDL BDL BDL J ❑ mmmmmmoa J ❑ J ❑ J ❑ J ❑ J ❑ J ❑ BDL 1 N ti d: o� BDL BDL BDL BDL L578932 N N iii co r e O o_ Q Z 1.8 BDL BDL BDL BDL BDL 0 m BDL ❑ m ❑ m BDL 0 m BDL BDL 1 BDL 0 m BDL BDL BDL BDL BDL BDL 0.3 BDL BDL 0 m BDL 0 m Lab Report # 0 N Q E 1) (d Ci Sample Name O C Q 0.7 Organics in Water TPH (GRO and DRO) Benzene Bromodichloromethane Bromoform Bromomethane Carbon Tetrachloride Chlorobenzene Chlorodibromomethane Chloroethane 2-Chloroethly vinyl ether Chloroform Chloromethane 1,2 -Dichlorobenzene 1,3 -Dichlorobenzene 1,4 -Dichlorobenzene Dichlorodifluoromethane 1,1-Dichloroethane - a) C to a) 2 _Q t 0 O N r 1,1-Dichloroethene trans-1,2-Dichloroethene 7 1,2-Dichloropropane cis-1,3-Dichloropropene trans-1,3-Dichloropropene Ethylbenzene Methylene Chloride Methyl tert-butyl ether Napthaiene 1,1,2,2 -Tetrachloroethane Tetrachloroethene M N CO EA L. BDL I J 0 mm JJ I _ BOL 1 Z❑ m BDL BDL BDL BDL BDL BDL J ❑ CO BDL BDL BDL J 00000 mmmmm J J J J BDL BDL J ❑❑ mm J BDL BDL BDL M o❑ dm J BDL BDL BDL BDL 0.05 om J Cl❑ BDL 1 J m BDL 01.00 mmm J J BDL I BDL NA BDL AcTdit1onal Organics in Water BDL BDL J J J ❑❑❑ mm04 BDL BDL I BDL BDL BDL J BDL BDL _J ❑ m BDL BDL BDL BDL L BDL J ❑ CO BDL BDL 0.032 BDL BDL BDL BDL BDL BDL BDL 1 _J 0 mm J BOL 5.8 BDL ❑ CO BDL BDL �m ❑ ❑ ❑ mmmm BDL BDL BDL I BDL BDL i BDL ❑ ❑ mm BOL ❑ 00 BDL BDL BDL BDL ❑ m BDL BDL BDL BDL BDL `n Q01 J BDL BDL BDL BDL BDL 0.056 BDL J m BDL BDL 0.56 -1.0 0 r{ Q r 0 C O 1,1,1 -Trichloroethane 11,1,2 -Trichloroethane Trichloroethene 0 c to .c Q o W. y O v C F Total Xylenes Vinyl chloride Acenaphthene Acenaphthylene Anthracene Benzidine Benzo (a) anthracene Benzo (b) fluoranthene Benzo (k) fluoranthene Benzo (g,h,i) perylene Benzo (a) pyrene Bis (2-chlorethoxy) methane Bis (2-chloroethyl) ethyl IBIS (2--chloroisopropyl) ether 14-Bromophenyl-phenylether C as r a Q OC t C) N 14-Chlorophenyl-phenylether Chrysene Dibenz (a,h) anthracene 13,3-Dichlorobenzidine 0 o Q ❑ 4 e 12,6-Dinitrotoluene 1,2-Diphenylhydrazine Fluoranthene Fluorene Hexachlorobenzene Hexachloro-1,3-butadiene Hexachlorocyclopentadiene Hexachloroethane lndeno (1,2,3 -cd) pyrene lsophorone c 41 Ri Q. Z Nitrobenzene n-Nitrosodimethyiam ine n-Nitrosodiphenylamine n-Nitrosod i-n-propylam ine CO co O O - J CO0 J 0 - J 0m -J CO0 J ❑ m J 0 m J 0 CO -J 0 CO J ❑ m J ❑ m J 0 m N O J 0 m J CO0 J ❑ J 0 c) O O J 0 J ❑ J 0 J 0 J 0 J 0 - J 0 J 0 J 0 m J m J 0 co J ❑ J 0 CO -J m -J CO0 O O J CO - J 0 m J CO0 J 0 m J ❑ m J m J ❑ m J ❑ m J m J ❑ m - J CO0 -J 0 tl' 0 J ❑ m J 0 m J ❑ m -J ❑ J ❑ m m Phenanthrene O . IS a. E 00 d 0 0 m .0 0. 0 .0 9 O 4, 0. 2 4 O _ 0 .0 0. E.0 0 0 d Q.5. N ❑413. 0 _ 0 o.2 z 0 _ 0 0.t z 4 0 _ 4, L 0. 0 .0 0 a. O C 81 d O _ d .0 0. 2 0 L ra 1151 O C O O co N O - J 0 Ca O 0 0 0 N O a O co 0 J ❑ J ❑ M ti Q O N O O ti O O O O rn co O O N N M 0 - J 0m J 0 m J m O O 0 ti O a) c0 1.25 X BGA3 1.25 X BGA3 To . sc a 2 m m C O t U U 0 O U w 0 IL a0+ z z x r CO N 1 . _. N 2 a) c0 L1) O O O J ❑ N O O O O O -J CO0 J 0 03 J ❑ J 03 ti 0 0 J 0 - J 0 J 0 m J J m co Lf) 0 J ❑ 03 O 0 O 0 -J ❑ CO J ❑ m _ 0 1- Ld2 r z 0 J CO E m 0 N 2 _ 7.1 d FORM 26 • Rev 6/99 State of Colorado ' Oil and Gas Conservation Commission 1120 Lincoln Street, Suite 801, Denver, Colorado 80203 (303)894-2100 Fax:(303)894-2109 SOURCE OF PRODUCED WATER FOR DISPOSAL This form must be completed for any new disposal site and for any change in sources of produced water for an existing disposal site. OGCC Operator Number: 66571 Name of Operator: OXY OOA SRP LP Address: 760 Horizon Drive, Suite 101 City: Grand Junction State: CO Zip: 61506 Contact Name and Telephone: Joan Proulx No: 19101 363-3661 Fax: (970) 363-3696 OGCC Disposal Facility Number: Operator's Disposal Facility Name: pond to Operator's Disposal Facility Number: Location (QtrQtr, Sec, Twp, Rng, Meridian): SBSM, Section 5, 476, R97W, 6th Pd Address: City: State: Zip: County: Garfield FOR OGCC USE ONLY Complete the Attachment Checklist Add Source: OGCC Lease No: API No: Bee attached Well Name & No: See attaohed ❑� Operator Name: G1[Y 9871 STA LP Delete Source: Location: QtrQtr: Section: ❑ Analysis Attached? ❑� Yes ❑ No If more space is required, attach additional sheet. Operator No: 66571 Township: Range: Producing Formation: Transported to disposal site via: ©Pipeline ❑� Truck TDS: Add Source: OGCC Lease No: A O Operator Name: delete Source: Location: QtrQtr: Section: Analysis Attached? ❑Yes ❑No PI No: Well Name & No: Operator No: Township: Range: Producing Formation: Transported to disposal site via: [Pipeline ❑Truck TDS: Add Source: OGCC Lease No: AP O Operator Name: Delete Source: Location: QtrQtr. Section: ❑ Analysis Attached? [Nes ❑No I No: Well Name & No: Operator No: Township: Range: Producing Formation: Transported to disposal site via: ['Pipeline El Truck TDS: Add Source: OGCC Lease No: API No: Wall Name & No: 0 Operator Name: Operator No: Delete Source: Location: Qtr(tr: Section: Township: Range: Producing Formation: 0 Analysis Attached? ❑Yes ❑No Transported to disposal site via: ❑Pipeline ❑Truck TDS: Add Source: OGCC Lease No: API No: Well Name & No: 0 Operator Name: Operator No: Delete Source: Location: QtrQtr: Section: Township: Range: Producing Formation: 0 Analysis Attached? [Pees ❑No Transported to disposal site via: ❑Pipeline ['Truck TDS: Add Source: OGCC Lease No: API No: Well Name & No: 0 Operator Name: Operator No: Delete Source: Location: QtrQtr: Section: Township: Range: Producing Formation: ❑ Analysis Attached? ❑Yes ❑No Transported to disposal site via: ❑Pipeline ❑Truck TDS: I hereby certify that the statements made in this form are, to the best of my kn Iedge, true rrect, and complete. Print Name: Stair Rollins Signed: ,. fes' Title: Regulatory Consultant Date: 3/16/3014 OGCC Approved: Title: Date: `NDITIONS OF APPROVAL, IF ANY: Well Pad Well Name API Number Location Transport Via Oxy Federal 23-15 23-15 045-09844 NWSW 15 6S 97W 6 Truck/Pipetine 603-23-32 697-03-51D 045-12412 NESW 3 6S 97W 6 Truck/Pipeline 697-03-67D 045-12400 NESW 3 66 97W 6 Truck/Plpeline 604-1 604-1 045-06871 SWSW 4 6S 97W 6 Truck/Pipeline Oxy Federal 604-11 604-11 045-10194 NWNW 4 6S 97W 6 Truck/Pipeline 604-12-13 604-12-13 ' 045-13465 NWSW 4 6S 97W 6 Truck/Pipeline 604-44 604-44 045-10185 NESE 4 6S 97W 6 Truck/Pipeline 605.1 605-1 045-06897 SENW 5 6S 97W 6 Truck/Plpeline 605-2 605-2 045-07210 NWSE 5 6S 97W 6 Truck/Pipeline 605-13-22 605-13-22 045-10547 NWSW 5 65 97W 6 Truck/Pipeline 605-23 805-23 045-07522 NESW 5 6S 97W 6 Truck/Pipeline 608-44 608-41 045.07519 NENE 8 6S 97W 6 Truck/Pipeline 608-43-31 608-43-31 045-10653 NESE 8 68 97W 6 Truck/Pipeline 609-1 609-1 045-06870 NWSW 9 65 97W 6 Truck/Pipeline 609-02 609-02 045-07320 SENW 9 85 97W 6 Truck/Pipeline 609-14 609-14 045-10201 SWSW 9 65 97W 6 Truck/Pipeline 697-08-56A 045.18365 SWSW 9 6S 97W 6 Truck/Pipeline 697-08-56B 045-17574 SWSW 9 6S 97W 6 Truck/Pipeline 697-08-64A 045-18366 SWSW 9 6S 97W 6 Truck/Pipeline 697-08-648 045-17573 SWSW 9 6S 97W 6 Truck/Pipeline 697-09-50A 045-17571 SWSW 9 65 97W 6 Truck/Pipeline 697-09-508 045-18175 SWSW 9 68 97W 6 Truck/Pipeline 697-09-58 045-17694 SWSW 9 6S 97W 6 Truck/Pipeline 697-16-01 045-17696 SWSW 9 65 97W 6 Truck/Pipeline 697-16-028 045-17572 SWSW 9 68 97W 6 Truck/Pipeline 697-16-09A 045-16964 SWSW 9 6S 97W 6 Truck/Pipeline 697-16-09B 045-17693 SWSW 9 6S 97W 6 Truck/Pipeline 697-17-08A 045-17695 SWSW 9 6S 97W 6 Truck/Pipeline 697-09-33A 045-18346 SWSW 9 6S 97W 6 TrucklPipetine 697-09-33B 045-18347 SWSW 9 65 97W 6 1 Truck/Pipeline 697-17-14 045-18374 SWSW 9 65 97W 6 Truck/Pipeline 697-17-15 045-18379 SWSW 9 66 97W 6 Truck/Pipetine 697-17-08B 045-18176 SWSW 9 6S 97W 6 Truck/Pipeline 697-08-54A 045-19285 SWSW 9 6S 97W 6 Truck/Pipeline 697-08-548 045-19287 SWSW 9 6S 97W 6 Truck/Pipeline 697-08-62A 045-19286 SWSW 9 6S 97W 6 Truck/Pipeline 697-08-628 045-19282 SWSW 9 68 97W 6 Truck/Pipeline 697-17-06A 045-19281 SWSW 9 6S 97W 6 TrucklPipeline 697-17-23A 045-18373 SWSW 9 66 97W 8 Truck/Pipeline 609-33 609-33 045-07520 NWSE 9 6S 97W 6 Truck/Pipeline 610-22-43 610.22.43 045-10855 SENW 10 6S 97W 6 Truck/Pipeline 610-24-43 610-24-43 045-10854 SESW 10 6S 97W 6 Truck/Pipeline 616-21-32 616.21-32 045-10444 NENW 16 66 97W 6 Truck/Pipeline 617-41 617-41 045-07810 NENE 17 6S 97W 6 Truck/Plpeline 632-21-41 632-21-41 045-10336 LOT 3 32 6S 97W 6 Truck/Pipeline 697-08-53 697-08-53 045-10675 SWSE 8 6S 97W 6 Truck/Pipeline 697.09.61 697-09-35C 045.16226 SWSE 9 66 97W 6 Truck/Pipeline 697-09-44A 045-16007 SWSE 9 65 97W 6 Truck/Pipeline 697-09-44B 045-15136 SWSE 9 65 97W 6 Truck/Pipeline 697-09-52A 045-15135 SWSE 9 6S 97W 6 Truck/Pipeline 697.09-526 045-14445 SWSE 9 6S 97W 6 Truck/Plpeline 697-09-54A 045-16010 SWSE 9 6S 97W 6 Truck/Pipeline 697-09-54B 045-16009 SWSE 9 6S 97W 6 Truck/Pipeline 697.09-60B 045-16006 SWSE 9 6S 97W 6 Truck/Pipeline 697-09-60D 045-14298 SWSE 9 65 97W 6 Truck/Pipeline 697-09-62A 045-16020 SWSE 9 66 97W 6 Truck/Pipeline 697-09-628 045-16001 SWSE 9 66 97W 8 Truck/Pipeline 697-16-02A 045-16228 SWSE 9 6S 97W 6 Truck/Pipellne 697-16-04 045-16018 SWSE 9 65 97W 6 Truck/Pipeline 697-16-05 045-16017 SWSE 9 68 97W 6 Truck/Pipeline 697.16-11A 045-16230 SWSE 9 6S 97W 6 Truck/Pipeline 697-16-13B 045-16019 SWSE 9 65 97W 6 Truck/Pipeline 697-16-21A 045-16229 SWSE 9 65 97W 6 Truck/Pipeline 697-15-01 Annex 697-15-01 045-10686 NWNW 15 65 97W 6 Truck/Pipeline 697-15-23 697-15-210 045-12234 SENE 15 6S 97W 6 Truck/Pipeline 697-15-29D 045-12223 SENE 156S 97W 6 Truck/Pipeline 697-15-30D 045-12224 SENE 1566 97W 6 TrucWPipeline 697-15-54 697-16-16 697-16-28 697-16A 697-16A2 617-24 620-1 620-21 620-24-43 620-33 697-15-31D 045-12222 SENE 15 6S 97W 6 Truck/Pipeline 697-15-54 697-09-64 045-10687 045-13983 SWSE 15 65 97W 6 NENE 16 6S 97W 6 Truck/Pipeline Truck/Pipeline 697.15-01A 045-13997 NENE 16 65 97W 6 Truck/Pipeline 697-15-09A 045-13985 NENE 18 66 97W 6 Truck/Pipeline 697-15-175 045-13988 NENE 16 6S 97W 6 Truck/Pipeline 697-15-25 045-13987 NENE 16 6S 97W 6 Truck/Pipeline 697-16-06 045.13966 NENE 16 63 97W 6 Truck/Pipeline 697-16-07 045-13991 NENE 16 6S 97W 6 Truck/Pipeline 697-16.15A 045-13990 NENE 16 6S 97W 6 Truck/Pipeline 697-16-31 045-13992 NENE 16 6S 97W 6 Truck/Pipeline 697-16-32 697-16-180 045-13180 045-12227 NENE 16 6S 97W 6 SENW 16 6S 97W 6 Truck/Pipeline Truck/Pipeline 697-16-370 045-12225 SENW 16 6S 97W 6 Truck/Pipeline 697-16-25A 045-12219 NWSW 166S 97W 6 Truck/Pipeline 697-16-34 045-12232 NWSW 16 66 97W 6 Truck/Pipeline 697-16-35 045-12229 NWSW 16 6S 97W 6 Truck/Pipeline 697-16-17A 045-18059 NWSW 16 66 97W 6 Truck/Pipellne 697-16-175 045-18062 NWSW 16 6S 97W 6 Truck/Pipeline 697-16-19 045-18058 NWSW 16 68 97W 6 Truck/Pipeline 697-16-256 045-17604 NWSW 1665 97W 6 Truck/Pipeline 697-16-27A 045-17605 NWSW 16 6S 97W 6 Truck/Pipeline 697-16-275 045-18057 NWSW 16 6S 97W 6 Truck/Pipeline 697-16-33 045.17606 NWSW 16 6S 97W 6 Truck/Pipeline 697-16-42A 045-17607 NWSW 16 65 97W 6 Truck/Pipeline 697-16-426 045-17603 NWSW 16 6S 97W 6 Truck/Pipeline 697-16-50A 045-18063 NWSW 16 6S 97W 6 Truck/Pipeline 697.17-568 045-18060 NWSW 16 65 97W 6 Truck/Pipeline 697-17-64A 045-18061 NWSW 16 6S 97W 6 Truck/Pipellne 697-17-645 045-17051 NWSW 16 6S 97W 6 Truck/Pipeline 697-17-43D 045-10652 SESW 17 6S 97W 6 TrucI'Pipeiine 697-17.49D 045-10673 SESW 17 6S 97W 6 Truck/Pipeline 697-17.530 045-10674 SESW 17 66 97W 6 Truck/Pipellne 697-20-020 045-10663 SESW 17 6S 97W 6 Truck/Pipeline 697-20-050 045-10677 SESW 17 65 97W 6 Truck/Pleline 617-24 045-07450 SESW 17 6S 97W 6 Truck/Pipeline 620-1 045-06861 SWSE 20 6S 97W 6 Truck/Pipeline 697-20-37D 045-13953 SWSE 20 6S 97W 6 Truck/Pipeline 697-20-40D 045-13852 SWSE 20 66 97W 6 Truck/Pipeline 697-20-52D 045-13954 SWSE 20 6S 97W 6 Truck/Pipeline 697-20-62D 045-13955 SWSE 20 6S 97W 6 Truck/Pipeline 697-20-64D 045-13849 SWSE 20 6S 97W 6 Truck/Pipeline 697-29-04D 045-13956 SWSE 20 6S 97W 6 Truck/Pipeline 697.29.07DA 045-10567 SWSE 20 6S 97W 6 Truck/Pipeline 697.29.0708 045-13958 SWSE 20 6S 97W 6 Truck/Pipeline 697-29-15DB 620-21 045-13957 045-07211 SWSE 20 6S 97W 6 NENW 20 65 97W 6 Truck/Pipeline Truck/Pjeline 697-17-580 045-13035 NENW 20 66 97W 6 Truck/Pipeline 697-17-610 045-13036 NENW 206597W 6 Truck/Pipeline 697-17-620 045-13034 NENW 2066 97W 6 Truck/Pipeline 697-20-010 045-13037 NENW 20 65 97W 6 Truck/Pipeline 697-20-04D 045-12833 NENW 20 6S 97W 6 Truck/Pipeline 697-20-06D 045-13031 NENW 20 6S 97W 6 Truck/Pipeline 697-20-09D 045-12834 NENW 20 6S 97W 6 Truck/Pipellne 697-20-11D 045-13040 NENW 20 66 97W 6 Truck/Plpeline 697-20-14D 045-13038 NENW 20 6S 97W 6 Truck/Pipeline 697-20-170 045-13029 NENW 20 66 97W 6 Truck/Pipeline 697-20-19D 045-13032 NENW 20 65 97W 6 Truck/Pipeline 697-20-200 045-13039 NENW 20 65 97W 6 Truck/Pipeline 697-20.220 045-13033 NENW 20 6S 97W 6 Truck/Pipeline 697-20-25D 045-13030 NENW 20 6S 97W 6 Truck/Pipeline 697-20-53D 045-11965 SESW 20 6S 97W 6 Truck/Pipeline , 697-20-61D 045-11966 SESW 20 6S 97W 6 Truck/Pipellne 620-24-43 697.20-30D 045-13377 045-10684 SESW 20 6S 97W 6 NWSE 20 6S 97W 6 Truck/Pipeline Truck/Pipeline 697-20-35D 045-10685 NWSE 20 66 97W 6 Truck/Pipeline 697.20-43D 045.11686 NWSE 20 6S 97W 6 Truck/Pipeline 697.20.54D 045-11678 NWSE 20 66 97W 6 Truck/Pipeline 620-43-32 629-2 629-23-42 629-33-11 632-13-22 632-21-41 697-160 697-17-50 620-33 045-07521 NWSE 20 66 97W 6 Truck/Pipeline 620.4332 045-13486 NESE 20 6S 97W 6 Truck/Pipeline 697-20-39D 045-11808 NESE 20 65 97W 6 Truck/Pipeline 697-20-56DA 045-11807 NESE 20 65 97W 6 Truck/Pipeline 697.20-56DB 045-11818 NESE 20 6S 97W 6 Truck/Pipeline 697.29-10D 045-10566 SENW 29 6S 97W 6 Truck/Pipeline 697-29-26D 045-10565 SENW 29 65 97W 6 Truck/Pipeline 697-29-300 045-10564 SENW 29 65 97W 6 Truck/Pipeline 697-29-38D 045-10563 SENW 29 6S 97W 6 Truck/Pipeline 629-2 045.06869 SENW 29 65 97W 6 Truck/Pipeline 629-23-42 045-13433 NESW 29 6S 97W 6 Truck/Pipeline 697-29-29D 045-11811 NESW 29 6S 97W 6 Truck/Pipeline 697-29-340 045.11810 NESW 29 65 97W 6 Truck/Pipeline 697-29-380 045-11926 NESW 29 65 97W 6 Truck/Pipeline 697-29-46D 045-11812 NESW 29 6S 97W 6 Truck/Pipeline 697.29.54D 045-11809 NESW 29 6S 97W 6 Truck/Pipeline 697-20-590 045-11814 NWNE 29 6S 97W 6 Truck/Pipeline 697-29-15D 045-11817 NWNE 29 6S 97W 6 Truck/Pipeline 697-29-15DX 045-11816 NWNE 29 6S 97W 6 Truck/Pipeline 697-29-20D 045-11815 NWNE 29 6S 97W 6 Truck/Pipeline 697-29-220 045-12181 NWNE 29 6S 97W 6 Truck/Pipeline 629-31-11 045-07811 NWNE 29 65 97W 6 Truck/Pipeline 697-29-590 045-11767 LOT 4 32 6S 97W 6 Truck/Pipeline 697.29-600 045-11768 LOT 4 32 6S 97W 6 TrucWPipeline 697-32-01D 045-13291 LOT 4 32 68 97W 6 Truck/Pipeline 697-32-03D 045-13292 LOT 4 32 6S 97W 6 Truck/Pipeline 697-32-09D 045-11769 LOT 4 32 6S 97W 6 Truck/Pipeline 697-32-10D 045-13290 LOT 4 32 6S 97W 6 Truck/Pipeline 697-32-12D 045-11766 LOT 4 32 6S 97W 6 Truck/Pipeline 697-32-18D 045-11770 LOT 4 32 6S 97W 6 Truck/Pipeline 632-13-22 045-13497 LOT 4 32 65 97W 6 Truck/Pipeline 632-21-41 045-10336 LOT 3 32 65 97W 6 Truck/Pipeline 697-16-36A 045-15229 SWSE 16 6S 97W 6 Truck/Pipeline 697-16-368 045-15450 SWSE 16 65 97W 6 Truck/Pipeline 697-16-38 045-15227 SWSE 166597W 6 Truck/Pipeline 697-16-40A 045-15642 SWSE 16 6S 97W 6 Truck/Pipeline 697-16-40B 045-15643 SWSE 16 6S 97W 6 Truck/Pipeline 697-16-44A 045-15360 SWSE 166597W 6 Truck/Pipeline 697-16-44B 045-15359 SWSE 16 68 97W 6 Truck/Pipeline 697-16-46A 045-15230 SWSE 16 65 97W 6 Truck/Pipeline 697.16-46B 045-15228 SWSE 16 6S 97W 6 Truck/Pipeline 697-16-48A 045-15644 SWSE 16 68 97W 6 Truck/Pipeline 697-16-488 045-15782 SWSE 16 65 97W 6 Truck/Pipeline 697.16-50B 045-15231 SWSE 16 65 97W 6 Truck/Pipeline 697-18-52A 045-15358 SWSE 16 6S 97W 6 Truck/Pipeline 697.16-52B 045-15357 SWSE 16 6S 97W 6 Truck/Pipeline 697.16-54A 045-15641 SWSE 16 68 97W 6 Truck/Pipeline 697-16-545 045-15447 SWSE 16 6S 97W 6 Truck/Pipeline 697-16-56 045-15783 SWSE 16 65 97W 6 Truck/Pipeline 697-16-58A 045-15226 SWSE 16 6S 97W 6 Truck/Pipeline 697-16-588 045-15015 SWSE 16 65 97W 6 Truck/Pipeline 697-16-60 045-15014 SWSE 16 6S 97W 6 Truck/Pipeline 697-16-62 045-15449 SWSE 16 6S 97W 6 Truck/Pipeline 697-16-63 045-15448 SWSE 16 6S 97W 6 Truck/Pipeline 697-17-19B 045-14709 SWSW 17 68 97W 6 Truck/Pipeline 697-17-25A 045-15246 SWSW 17 6S 97W 6 Truck/Pipeline 697-17-25B 045-15012 SWSW 17 68 97W 6 Truck/Pipeline 697-17-27B 045-15245 SWSW 17 6S 97W 6 Truck/Pipeline 697-17-33A 045-15013 SWSW 17 6S 97W 6 Truck/Pipeline 697-17-33B 045.15260 SWSW 17 65 97W 6 Truck/Pipeline 697-17-35A 045-15247 SWSW 17 6S 97W 6 Truck/Pipeline 697-17-358 045.15248 SWSW 17 65 97W 6 Truck/Pipeline 697-17-41A 045-15262 SWSW 17 65 97W 6 Truck/Pipeline 697-17-415 045-15263 SWSW 17 68 97W 6 Truck/Pipeline 697-17-44 045-15249 SWSW 17 SS 97W 6 Truck/Pipeline 697.17-50 045-15261 SWSW 17 65 97W 6 Truck/Pipeline 697-17-52 045-15252 SWSW 17 6S 97W 6 Truck/Pipeline 697-18-398 045-15315 SWSW 17 66 97W 6 Truck/Pipeline 697-18-47A 045-15253 SWSW 17 6S 97W 6 Truck/Pipeline 697.18.479 045-15242 SWSW 17 65 97W 6 Truck/Pipeline 697-18.56A 045-15250 SWSW 17 6S 97W 6 Truck/Pipeline 697-18-56B 045-15399 SWSW 17 6S 97W 6 TrucklPipeline 697-18-64A 045-15314 SWSW 17 6S 97W 6 Truck/Pipeline 697-19-08A 045-15313 SWSW 17 65 97W 6 Truck/Plpeline 697-20-28 697-20-210 045-11894 SENW 20 6S 97W 6 Truck/Pipellne 697-20.26D 045-11547 SENW 20 6S 97W 6 Truck/Pipeline 697-20-28 045-10477 SENW 20 6S 97W 6 Truck/Pipeline 697-20-34D 045-11546 SENW 20 6S 97W 6 Truck/Pipeline 697-20-36D 045-11549 SENW 20 6S 97W 6 Truck/Pipeline 705-22-43 797-05-06DA 045-11927 TRACT 5 79 97W 6 Truck/Plpeline 797-05-060B 045-11961 TRACT 5 7S 97W 6 Truck/Pipeline 797-05-120 045-11928 TRACT 5 7S 97W 6 Truck/Pipeline 797-05.14DA 045-11960 TRACT 5 7S 97W 6 Truck/Pipellne 705-22-43 045-10345 TRACT 5 7S 97W 6 Truck/Pipeline 797-05-36 797-05-290 045-13703 NESE 5 79 97W 6 Truck/Pipeline 797.05-31 DA 045-13702 NESE 5 7S 97W 6 Truck/Pipeline 797-05.3109 045-13701 NESE 5 75 97W 6 Truck/Pipeline 797-05-36 045-10509 NESE 5 75 97W 6 Truck/Pipellne 797-05-52 797.05-45D 045-11963 SESW 5 75 97W 6 Truck/Pipeline 797-05-52 045-10512 SESW 5 7S 97W 6 Truck/Pipeline 797-05-55D 045-11962 SESW 5 7S 97W 6 Truck/Pipellne 797-05-61D 045-12011 SESW 5 75 97W 6 Truck/Pipeline 797-05-620 045-12008 SESW 5 75 97W 6 Truck/Pipeline 797-05-07 797-06-05A 045-15061 NENE 6 7S 97W 6 Truck/Pipeline 797-06-07 046-15063 NENE 6 7S 97W 6 Truck/Pipeline Oxy Federal 708-11 708.11 045-10258 LOT 2 8 7S 97W 6 Truck/Pipeline Oxy Federal 797-08-19 797-08-19D 045-11172 SENW 8 7S 97W 6 TrucklPipeline Dxy Federal 797-08-51D 797-08-51D 045-11171 SWSW 8 7S 97W 6 Truck/Pipeline Shell 797-03B 697-34-08A 045-17764 NWNE 3 7S 97W 6 Truck/Ppeline 697-34-08B 045-17767 NWNE 3 7S 97W 6 Truck/Pipeiine 697-34-14A 045-17585 NWNE 3 7S 97W 6 Truck/Pipeline 697-34-149 045-17584 NWNE 3 7S 97W 6 Truck/Pipeline 697-34-16A 045-17879 NWNE 3 7S 97W 6 Truck/Pipeline 697-34-168 045-17884 NWNE 3 7S 97W 6 Truck/Pipeline 697-34-22A 045-17586 NWNE 3 7S 97W 6 Truck/Pipeline 697.34-22B 045-17587 NWNE 3 7S 97W 6 Truck/Pipeline 697-34-24 045-18386 NWNE 3 7S 97W 6 Truck/Pipeline 797-03-06A 045-17765 NWNE 3 7S 97W 6 Truck/Pipeline 797-03-06B 045-17766 NWNE 3 TS 97W 6 Truck/Pipeline 797-03-23A 045-17890 NWNE 3 7S 97W 6 Truck/Pipeline 797-03-23B 045-17891 NWNE 3 7S 97W 6 Truck/Pipeline 797-03-31A 045-17883 NWNE 3 76 97W 6 Truck/Pipeline 797-03-31B 045-17889 NWNE 3 7S 97W 6 Truck/Pipellne 797-03-38 045-17887 NWNE 3 75 97W 6 Truck/Pipeline 797-03-39B 045-17885 NWNE 3 75 97W 6 Truck/Plpeline Shell 797-09A 797-09-12 045-13794 NENW 9 79 97W 6 Truck/Pipeline 797-09-37A 045.14926 NENW 9 75 97W 6 Truck/Pipeline 796.16.148 796-16-148 045-16838 NWNE 16 79 96W 6 Truck/Plpeline 796-17C 796-17-53A 045-14202 SESW 17 7S 96W 6 Truck/Pipeline 796-19C 796-19-13B 045-14203 NWNE 19 7S 96W 6 TrucklPipellne 797-23-16 797-23-16 045-10930 NENE 23 75 97W 6 Truck/Pipeline 797-23-45AX 797-23-45AX 045-13795 NWSE 23 75 97W 6 Truck/Pipeline 796-17A 795-17-30A 045-16837 SENE 17 7S 96W 6 Truck/Pipeline Shell 797-I4-01D 797-14-010 045-12399 NW NW 14 75 97W 6 Truck/Pipeline Shell 797-27-13A 797-27-13A 045-14100 NWNE 27 7S 97W 6 Truck/Pipeline Pond 2 NENW 10 6S 97W 6 Truck/Pipeline Pond 3 LOT 12 4 69 97W 6 Truck/Pipeline Pond 7 NENE 17 6S 97W 6 Truck/Plpeline Pond 10 NIS SESW 5 7S 97W 6 Truck/Pipeline Pond 12 SESW 20 65 97W 6 Truck/Pipeline Pond 13 E/W NESE 4 69 97W 6 Truck/Pipeline Cascade Creek OXY USA WTP LP, COGCC Operator #66571 Well Pad Well Name API # Location-. • Transport Via? 697-05-20A 05045203690000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-20B 05045203750000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-22A 05045203610000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-22B 05045203700000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-28A 05045203740000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-28B 697-05-30A 05045203600000 Lot 14 Sec 5, T6S, R97W 05045203670000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline__ Truck/Pipeline 697-05-30B 05045203680000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-36A 05045203630000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-36B 05045203640000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-38A 05045203720000 Lot 14 Sec 5, T6S, R97W TrucklPipeline 697-05-38B 05045203650000 Lot 14 Sec 5, T6S, R97W TrucklPipeline 697-05-42 05045203730000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-43 05045203710000 Lot 14 Sec 5, T6S, R97W TrucklPipeline 697-05-44 697-05-45 05045203660000 05045203620000 Lot 14 Sec 5, T6S, R97W Lot 14 Sec 5, T6S, R97W Truck/Pipeline Truck/Pipeline 697-05-47A 05045203770000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-473 05045203800000 Lot 14 Sec 5, T6S, R97W Truck/Pipeline 697-05-53A 697-05-53B 05045203790000 05045203810000 Lot 14 Sec 5, T6S, R97W Lot 14 Sec 5, T6S, R97W Truck/Pipeline Truck/Pipeline 697-05-55A 697-05-55B 697-05-51 697-05-57 B 05045203760000 05045203820000 05045209540000 05045209560000 Lot 14 Sec 5, T6S, R97W Lot 14 Sec 5, T6S, R97W NENW Sec 8, T6S, R97W NENW Sec 8, T6S, R97W Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline 697-05-59 697-05-61 697-05-65 05045209570000 05045209660000 05045209620000 NENW Sec 8, T6S, R97W NENW Sec 8, T6S, R97W NENW Sec 8, TOS, R97W Truck/Pipeline Truck/Pipeline Truck/Pipeline 697-05-67A 697-05-67 B 697-05-73 697-05-74A 697-05-74B 697-05-76A 697-05-76B 697-08-02A 697-08-02B 697-08-04A 697-08-04B 697-08-10A 697-08-10B 697-08-12A 697-08-12B 697-08-18 697-08-19 697-08-33A 697-08-38DB 697-08-45D 697-08-46DA 697-08-46DB 05045209670000 05045209600000 05045209550000 05045209580000 05045209640000 05045209650000 05045209590000 05045209530000 05045209610000 05045209630000 05045209680000 05045209700000 05045209720000 05045209730000 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Locition Yranspo t Via? 697-08-53 05045106750000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-54DA 05045122790000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-27A 05045200670000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-27B 05045200910000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-33B 05045200570000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-35A 697-08-35B 697-08-41 A 05045200930000 05045200690000 SWSE Sec 8, T7S R97W SWSE Sec 8, T7S R97W 05045200650000 SWSE Sec 8, T7S R97W Truck/Pipeline Truck/Pipeline Truck/Pipeline 697-08-41 B 05045200870000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-43A 697-08-43B 05045200810000 05045200600000 SWSE Sec 8, T7S R97W SWSE Sec 8, T7S R97W Truck/Pipeline Truck/Pipeline 697-08-49 05045200560000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-50 05045200710000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-52A 05045200790000 SWSE Sec 8, T7S R97W TrucklPipeline 697-08-52 B 05045200620000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-58A 05045200630000 SWSE Sec 8, T7S R97W Truck/Pipeline 697-08-58B 697-08-58C 697-09-56B 697-09-64A 697-10-50A 697-10-50B 697-10-58 697-10-59 697-15-03A 697-15-03B 697-15-09B 697-15-11A 697-15-118 697-15-19A 697-15-19B 697-15-17A 697-15-26 697-10-42B 697-10-42C 697-15-28A 697-15-01 697-16-12D 697-16-18D 697-16-28 697-16-28D 697-16-29D 697-16-37D 697-16-13A2 697-16-1182 697-16-21 B 697-16-29A 697-16-29B 697-16-15B 697-16-15C 05045200780000 05045201040000 05045176920000 05045180090000 05045180220000 05045180110000 05045180100000 05045180230000 05045180280000 05045180240000 05045180550000 05045180250000 05045180260000 05045180270000 05045194990000 05045195010000 05045195030000 05045195020000 05045195000000 05045195040000 05045106860000 05045122200000 05045122270000 05045108650000 05045122280000 05045122260000 05045122250000 05045205840000 05045205670000 05045205680000 05045205800000 05045205740000 05045205790000 05045205730000 2 SWSE Sec 8, T7S R97W SWSE Sec 8, T7S R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, T6S, R97W NWNW Sec 15, TSS, R97W Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline NWNW Sec 15, T6S, R97W Truck/Pipeline NWNW Sec 15, T6S, R97W Truck/Pipeline NWNW Sec 15, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W SENW Sec 16, T6S, R97W Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Cascade Creek OXY USA WTP LP, COGCC Operator #66571 Well Name API # Location Tirarisport V.a7 697-16-23A 05045205660000 SENW Sec 16, T6S, R97W Truck/Pipeline 697-16-23B 697-16-17A 05045205780000 05045180590000 SENW Sec 16, T6S, R97W NWSW, Sec 16, T6S, R97W Truck/Pipeline Truck/Pipeline 697-16-17B 05045180620000 NWSW, Sec 16, T6S, R97W Truck/Pipeline 697-16-19 05045180580000 NWSW, Sec 16, T6S, R97W Truck/Pipeline 697-16-25B 697-16-27A 05045176040000 05045176050000 NWSW, Sec 16, T6S, R97W NWSW, Sec 16, T6S, R97W Truck/Pipeline Truck/Pipeline 697-16-27B 05045180570000 NWSW, Sec 16, T6S, R97W Truck/Pipeline 697-16-33 697-16-42A 05045176060000 05045176070000 NWSW, Sec 16, T6S, R97W NWSW, Sec 16, T6S, R97W Truck/Pipeline Truck/Pipeline 697-16-42B 05045176030000 NWSW, Sec 16, T6S, R97W Truck/Pipeline 697-16-50A 697-17-56B 697-17-64A 05045180630000 05045180600000 05045180610000 NWSW, Sec 16, T6S, R97W NWSW, Sec 16, T6S, R97W NWSW, Sec 16, T6S, R97W Truck/Pipeline Truck/Pipeline Truck/Pipeline 697-17-64B 697-04-57B 05045170510000 05045207210000 NWSW, Sec 16, T6S, R97W NWSW, Sec 4, T6S, R97W Truck/Pipeline Truck/Pipeline 697-04-59B 05045207240000 NWSW, Sec 4, T6S, R97W Truck/Pipeline 697-04-59C 05045207110000 NWSW, Sec 4, T6S, R97W Truck/Pipeline 697-04-65A 05045207220000 NWSW, Sec 4, T6S, R97W Truck/Pipeline 697-04-65B 05045207260000 NWSW, Sec 4, T6S, R97W Truck/Pipeline 697-04-67 697-04-68 05045207200000 05045207130000 NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W Truck/Pipeline Truck/Pipeline 697-04-74A 697-04-76A 697-04-76B 697-04-82 697-04-84A 697-04-84B 697-09-02A 697-04-57A 697-04-59A 697-09-12 697-05-63A 697-05-63B 697-09-04A 697-09-04B 05045207180000 05045207230000 05045207290000 05045207280000 05045207150000 05045207140000 05045207120000 05045207160000 05045207090000 05045207190000 05045207250000 05045207170000 05045207270000 05045207100000 NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W NWSW, Sec 4, T6S, R97W Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline Truck/Pipeline 3 FORM 26 State of Colorado Rev 6/98 l Oil and Gas Conservation Commission 1120 Lincoln Street, Suite 801, Denver, Colorado 80203 (303)894-2100 Fax:(303)894-2109 SOURCE OF PRODUCED WATER FOR DISPOSAL This form must be completed for any new disposal site and for any change In sources of produced water for an existing disposal site. OGCC Operator Number: 66571 Name of Operator: o37r USA MIP LP Address: 760 Morison Drive, Suite 101 City: Grand Junction State: co Zip: 51506 Contact Name and Telephone: ,loan Proulx No: 070) 263-33641 Fax: (970) 263-3694 OGCC Disposal Facility Number: Operator's Disposal Facility Name: Pond 10 Operator's Disposal Facility Number: Location (QtrQtr, Sec, Twp, Rng, Meridian): BESW, Section 5, T76, R97W, 6th PM Address: City: State: Zip: County: Garfield County Add Source: OGCC Lease No: API No: sea attached El Operator Name: oxY USA Inc. FOR OGCC USE ONLY Complete the Attachment Checklist emlcal Analysis of flu Weil Name & No: see attached Delete Source: Location: QtrQtr: Section: 0 Analysis Attached? ['Yes ❑No Transported to disposal site via: ['Pipeline OTruck TDS: If more space is required, attach additional sheet. Operator No: 65561 Township: Range: Producing Formation: WIRD Add Source: OGCC Lease No: API No: Well Name & No: ❑ Operator Neme: Operator No: nelete Source: Location: QtrQtr: Section: Township: Range: Producing Formation: ❑ Analysis Attached? ❑Yes ❑No Transported to disposal site via: ['Pipeline ['Truck TDS: Add Source: OGCC Lease No: API No: Well Name & No: ❑ Operator Name: Operator No: Delete Source: Location: QtrQtr: Section: Township: Range: Producing Formation: 0 Analysis Attached? ❑Yes ❑No Transported to disposal site via: ['Pipeline ['Truck TDS: Add Source: OGCC Lease No: API No: Well Name & No: ❑ Operator Name: Operator No: Delete Source: Location: QtrOttr: Section: Township: Range: Producing Formation: ❑ Analysis Attached? DYes ❑No Transported to disposal site via: ['Pipeline ['Truck TDS: Add Source: OGCC Lease No: API No: Well Name & No: ❑ Operator Name; Operator No: Delete Source: Location: QtrOtr: Section: Township: Range: Producing Formation: 0 Analysis Attached? ❑Yes ❑No Transported to disposal site via: ❑Pipeline ['Truck TDS: Add Source: OGCC Lease No: API No: Well Name & No: ❑ Operator Name: Operator No: Delete Source: Location: QtrQtr: Section: Township: Range: Producing Formation: ❑ Analysis Attached? ❑Yes ❑No Transported to disposal site via: ❑Pipeline EJ Truck TDS: 1 hereby certify that the statements made in this form are, to the best of my know edge, tSue, c Print Name: slam Rollin, Signed: j Title: Regulatory Consultant Date: 3/14/2014 rr , and complete. OGCC Approved: Title: Date: 'NDITIONS OF APPROVAL, IF ANY: FieldName PADName Well Name API Number EAST PLATEAL Anderson 7-5 Anderson 7-11 05077090940000 EAST^PLATEAL Anderson 7-5 Anderson 7-12 05077091070000 EAST_PLATEAL Anderson 7-5 Anderson 7-13 05077091060000 EAST_PLATEA1Anderson 7-5 Anderson 7-14 05077091050000 BRUSH_CREEK Blackman 14-12 Blackman 14-12 05077089700000 BRUSHCREEK Blackman 14-12 Blackman 14-13 05077089690000 BRUSH_CREEK Blackman 14-12 Blackman 14-14 05077089680000 BRUSH_CREEK Blackman 14-12 Blackman 14-5 05077089720000 BRUSH_CREEK Blackman 14-12 Blackman 14-6 05077089710000 BRUSH_CREEK Blackman 14-12 Blackman 15-8 05077090050000 BRUSH CREEK Blackman 14-12 Blackman 15-9 05077090040000 BRUSHCREEK Blackman 14-12 Blackman 22-1 05077089870000 BRUSH_CREEK Blackman 14-12 Blackman 23-3 05077089860000 BRUSH_CREEK Blackman 14-12 Blackman 23-4 05077089850000 BRUSHCREEK Brush Creek Ranch 14-10 Brush Creek 14-10 05077086960000 BRUSH_CREEK_ Brush Creek Ranch 14-10 Brush Creek 14-11 05077088420000 BRUSH_CREEK Brush Creek Ranch 14-10 Brush Creek 14-15 05077088600000 BRUSH_CREEK Brush Creek Ranch 14-10 Brush Creek 14-16 05077088410000 EAST_PLATEAL Campbell 18-12 Campbell 18-11 05077089920000 EAST_PLATEAL Campbell 18-12 Campbell 18-13 05077089930000 EAST_PLATEAI Campbell 18-12 Campbell 18-14 05077089940000 BRUSH_CREEK Currey 16-14 _ Currey 16-11 05077091980000 BRUSHCREEK Currey 16-14 Currey 16-14 05077091990000 BRUSHCREEK Currey 16-14 Currey 16-15 05077092000000 BRUSH_CREEK Currey 16-14 Currey 16-15A 05077094690000 BRUSH_CREEK Currey 16-14 Currey 16-15B 05077094790000 BRUSH_CREEK Currey 16-14 Currey 16-15C 05077094770000 BRUSHCREEK Currey 16-10 Currey 16-2 05077091750000 BRUSHCREEK Currey 16-10 Currey 16-7B 05077095460000 BRUSH CREEI`Currey 16-10 Currey 16-9 05077091760000 BRUSHCREEK Currey 16-14 Currey 21-2 05077092010000 BRUSHCREEK Currey 16-14 Currey 21-2A 05077094780000 BRUSH_CREEK Currier 26-15 Currier 25-13 05077091020000 BRUSH_CREEK Currier 26-15 Currier 26-10 05077090980000 BRUSH_CREEK Currier 26-15 Currier 26-14 05077090970000 BRUSHCREEK Currier 26-15 Currier 26-15 05077090950000 BRUSH_CREEK Currier 26-15 Currier 26-16 05077090960000 BRUSH_CREEK Currier 26-15 Currier 26-9C 05077090990000 BRUSH_CREEK Currier 26-15 Currier 35-1 05077091010000 BRUSH_CREEI�Currier 26-15 Currier 35-2 05077091000000 BRUSH_CREEIKCurrier 26-15 Currier 35-3 05077091030000 BRUSHCREEK,Currier 26-15 Currier 36-4 05077091040000 BRUSH_CREEK , David 23-7 David 23-1 05077092030000 BRUSH CREEK David 23-7 David 23-10 05077091870000 BRUSH_CREEK_ David 23-7 David 23-11 05077091860000 BRUSH_CREEIDavid 23-7 David 23-12 05077092060000 BRUSH_CREEKDavid 23-7 David 23-2 05077091850000 BRUSH_CREEK David 23-7 David 23-5 05077091890000 8RUSH_CREEK,David 23-7 David 23-6 05077091840000 BRUSH_CREEKKDavid 23-7 David 23-7 05077091880000 BRUSH_CREEK David 23-7 David 23-7A 05077094550000 BRUSH_CREEK David 23-7 David 23-7B 05077094540000 BRUSH_CREEK David 23-7 David 23-7C 05077094530000 BRUSH_CREEK David 23-7 David 23-8 05077092040000 BRUSH_CREEK David 23-7 David 23-9 05077092050000 BRUSH_CREEK David 23-7 David Federal 23-15 05077092070000 EAST PLATEAL Esperanza Ranch 9-5 Esperanza 4-13 05077089770000 EAST_PLATEAI Esperanza Ranch 9-5 Esperanza 8-8 05077089780000 EAST_PLATEAIEsperanza Ranch 9-5 Esperanza 9-4 05077089800000 EAST_PLATEAI Esperanza Ranch 9-5 Esperanza 9-5 05077089740000 EAST_PLATEAI Esperanza 8-6 Esperanza Ranch 8-10 05077089120000 EAST_PLATEA4 Esperanza 8-6 Esperanza Ranch 8-3 05077089150000 EAST_PLATEAI Esperanza 8-6 Esperanza Ranch 8-5 05077089130000 EAST_PLATEAL Esperanza 8-6 Esperanza Ranch 8-6 05077089000000 EAST_-PLATEAI Esperanza 8-6 Esperanza Ranch Fed 8-2 05077089140000 EAST_PLATEAI Esperanza 8-6 Esperanza Ranch Fed 8-7 05077089160000 BRU5H_CREEKGipp 13-9 Gipp 13-10 05077090400000 BRUSH_CREEKGipp 13-9 Gipp 13-15 05077090410000 BRUSH_CREEK Gipp 13-9 Gipp 13-16 05077090360000 BRUSH_CREEK Gipp 13-9 Gipp 13-7 05077090390000 BRUSH_CREEK Gipp 13-9 Gipp 13-8 105077090340000 BRUSH_CREEK Gipp 13-9 Gipp 13-9 05077090350000 BRUSH_CREEK Gipp 18-12 Gipp 18-12C 05077095870000 BRUSH_CREEK Gipp 18-12 Gipp 18-13 05077095920000 BRUSH__CREEK Gipp 18-12 Gipp 18-13A 05077095910000 BRUSH GREE Gipp 18-12 GTPA 18-13B 05077095930000 BRUSH_CREEK Gipp 18-12 Gipp 18-13C 05077096750000 BRUSH_CREEK Gipp 18-12 Gipp 18-14 05077095850000 BRUSH_CREEK Gipp 18-12 Gipp 18-14C 05077096740000 BRUSH_CREEK Gipp 18-12 Gipp 18-148 05077095800000 BRUSH_CREEK Griffith 11-2 Griffith 11-1 05077088330000 BRU5H_CREEK Griffith 11-2 Griffith 11-1A 05077096800000 BRUSH_CREEK Griffith 11-2 Griffith 11-1B 05077094810000 BRUSH_CREEK Griffith 11-2 Griffith 11-1C 05077094800000 BRUSH CREE Griffith 11-2 Griffith 11-2 05077088340000 BRUSH_CREE 'Griffith 11-2 Griffith 11-2A 05077096810000 BRUSH_CREE Griffith 11-2 Griffith 11-28 05077096790000 BRUSH_CREEK Griffith 11-2 Griffith 11-2C 05077096780000 BRUSH_CREEK Griffith 11-2 Griffith 11-7 05077088350000 BRUSH_CREEK Griffith 11-2 Griffith 11-7A 05077096760000 BRUSH_CREEK Griffith 11-2 Griffith 11-7B 05077096770000 BRUSH_CREEK Griffith 11-2 Griffith 11-7C 05077096820000 BRUSH_CREEK Griffith 11-2 Griffith 11-8A 05077095120000 BRU5H_CREEK Griffith 11-2 Griffith 11-8B 05077095110000 BRUSH_CREEK Gunderson 12-10 Gunderson 12-1013 05077086930000 BRUSH_CREEK Gunderson 12-14 Gunderson 12-14A 05077090810000 BRUSH_CREEK Gunderson 12-10 Gunderson 12-15 05077088620000 BRUSH_CREE +Gunderson 12-10 Gunderson 12-6 05077088580000 BRUSH_CREE Gunderson 13-11 Gunderson 13-11 05077090100000 BRUSH_CREE +Gunderson 13-11 Gunderson 13-12 05077090090000 BRUSH CREE + Gunderson 13.11 Gunderson 13-13 05077090110000 BRUSH_CREE + Gunderson 13-11 Gunderson 13-14 05077090080000 BRUSH_CREE + Gunderson 12-14 Gunderson 13-3 05077090610000 BRUSH CREE + Gunderson 13-11 Gunderson 13-5 05077090070000 BRU5H_CREE + Gunderson 13-11 Gunderson 13-6 05077090060000 BRUSH_CREE +Gunderson 18-5 Gunderson 18-11 05077091770000 BRUSH_CREE Gunderson 18-5 Gunderson 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EAST_PLATEALMWR 8-14 My Way Ranch 8-15 05077088870000 EAST_PLATEAt MWR Federal 8-4 My Way Ranch 8-4 05077088130000 EAST_PLATEAt MWR 17-7 My Way Ranch Federal 17-1 05077089550000 EAST_PLATEAt MWR 6-4 My Way Ranch Federal 31-13 05077088190000 EAST_PLATEAt MWR 6-4 My Way Ranch Federal 31-14 05077090170000 EAST_PLATEAt MWR Federal 8-4 My Way Ranch Federal 5-13 05077090760000 EAST_PLATEAt MWR Federal 8-4 My Way Ranch Federal 5-1405077090750000 EAST_PLATEAI MWR Federal 6-11 My Way Ranch Federal 6-10 `05077090210000 EAST_PLATEAt MWR Federal 6-11 My Way Ranch Federal 6-11 05077090160000 EAST_PLATEAI MWR Federal 6-11 My Way Ranch Federal 6-12 05077090240000 EAST_PLATEAI MWR Federal 6-11 My Way Ranch Federal 6-14 05077090250000 EAST_PLATEALJMWR Federal 6-11 My Way Ranch Federal 6-15 05077090260000 EAST_PLATEAI MWR Federal 8-4 My Way Ranch Federal 6-16 05077088210000 EAST_PLATEAt MWR Federal 6-11 My Way Ranch Federal 6-2 05077090220000 EAST_PLATEAt MWR 6-4 My Way Ranch Federal 6-3 05077088590000 EAST_PLATEAt MWR Federal 6-11 My Way Ranch Federal 6-6 05077090180000 EAST_PLATEAt MWR Federal 6-11 My Way Ranch Federal 6-7 05077090230000 EAST_PLATEAt MWR Federal 6-11 My Way Ranch Federal 6-8 05077090190000 EAST_PLATEA`MWR Federal 6-11 My Way Ranch Federal 6-9 05077090200000 BRUSH_CREEK Nichols 24-6 Nichols 24-10 05077092270000 BRUSH_CREEK Nichols 24-6 Nichols 24-11 05077092320000 BRUSH_CREEK Nichols 24-6 Nichols 24-12 05077092260000 BRUSH_CREEK_ Nichols 24-6 Nichols 24-3 05077092290000 BRUSH_CREEKNichofs 24-6 Nichols 24-4 05077092300000 BRUSH_CREEIGNichofs 24-6 Nichols 24-5 05077092310000 BRUSH CREEI<Nichols 24-6 Nichols 24-6 05077092280000 EAST_PLATEAt Red Mt Ranch 33-11 Red Mt Ranch 33-11 05077092370000 EAST_PLATEAt Red Mt Ranch 33-11 Red Mt Ranch 33-13 05077092360000 EAST_PLATEAt Red Mt Ranch 33-11 Red Mt Ranch 33-14 05077092340000 EAST_PLATEA`Red Mt Ranch 33-11 Red Mt Ranch 33-15 05077092330000 EAST_PLATEAt Red Mt Ranch 33-11 Red Mt Ranch 4-2 05077092350000 EAST PLATEAL Red Mt Ranch 4-6 Red Mt Ranch 4-3 05077089600000 EAST_PLATEAt Red Mt Ranch 4-6 Red Mt Ranch 4-4 05077089590000 EAST_PLATEAt Red Mt Ranch 4-6 Red Mt Ranch 4-5 05077089640000 BRUSH_CREEK Ute Water 22-14 Ute Water 22-10 05077091510000 BRUSH_CREEK Ute Water 22-14 Ute Water 22-11 05077091500000 BRUSH_CREEK Ute Water 22-14 Ute Water 22-12 05077091490000 BRUSH_CREEK Ute Water 22-14 Ute Water 22-13 05077091480000 BRUSH_CREEK Ute Water 22-14 Ute Water 22-14 05077091470000 BRUSH_CREEK Ute Water 22-14 Ute Water 22-15 05077091460000 BRUSH_CREEK Ute Water 22-14 Ute Water 27-2 05077091450000 BRUSH_CREEK Ute Water 22-14 Ute Water 27-3 105077091440000 BRUSH_CREEK Ute Water 35-9 Ute Water 35-15 05077091410000 BRUSH_CREEK Ute Water 35-9 Ute Water 35-16 05077091430000 BRUSH CREEK,Ute Water 35-9 Ute Water 35-8 05077091390000 BRUSH_CREEK Ute Water 35-9 Ute Water 35-9 05077091380000 BRUSHCREEK Ute Water 35-9 Ute Water 36-12 05077091370000 BRUSH_CREEK.Ute Water 35-9 Ute Water 36-13 05077091420000 BRUSH_CREEICUte Water 35-9 Ute Water 36-5 05077091400000 BRUSH_CREEK\Woods Spangler 15-13 Woods Spangler 15-11 05077091670000 BRUSH_CREEK Woods Spangler 15-13 Woods Spangler 15-12 05077091660000 BRUSH_CREEK Woods Spangler 15-13 Woods Spangler 15-13 05077091650000 BRUSH_CREEK Woods Spangler 15-13 Woods Spangler 15-14 05077091640000 BRUSH_CREEK Woods Spangler 15-13 Woods Spangler 16-16 05077092140000 BRUSH_CREEK Woods Spangler 15-13 Woods Spangler 21-1 05077091630000 BRUSH_CREEK Woods Spangler 15-13 Woods Spangler 22-4 05077091620000 N88'08'50"W �271.90' QCT CN f yC 58818'42"E AC C1329.61' N88'18'02"W 17"E 25527 AC • 268.55' 0 n - c) r.0 TRACT 38 R. 97 W. TRACT 2295' 2633.12' BC •a 80 NOTES 1. GPS OPERATOR R. SEAL OBSERVED A PDOP OF 2.5. 2. ALL GPS OBSERVATIONS ARE IN COMPLIANCE WITH COGCC RULE No. 215 3. EXISTING IMPROVEMENTS WITHIN 500' OF LOCATION. 4. SURROUNDING SURFACE USE IS NATIVE BRUSH, NON CROP RANGELAND. 327' 82--A TRACT 82--B 5 TRACT 83--A TRACT #83-B S8817'S3"E 3391.92' TRACT 80 i POND 10 EXISTING LOCATION I BASIS OF ELEVATION DERIVED FROM D.R.G. CONTROL. POINT 8-7S-97, SITUATE I IN LOT 6 OF SECTION 8, TOWNSHIP 7S, RANGE 97 WEST. 1 ELEVATION - 5699 85 SO1'25'30"W ---288.96' TO PROPERTY LINE 588'09'08"E AC TRACT #81 8C l 8C \_588'34'30"E 1341.03' SURVEYOR'S STATEMENT I, RICHARD A. BULLEN JR., AN EMPLOYEE AND AGENT ON BEHALF OF D.R. GRIFFIN & ASSOCIATES, INC. STATE THE PLAT HEREON IS A CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY SUPERVISION ON THE 18th DAY OF FEBRUARY, 2014 OF THE SHOWN POND 10 AND THAT THE LOCATION HAS BEEN STAKED ON THE GROUND. Notice.. In accordance with Colorado Stale Law, or legal action based upon any defect in this survey plat must commence within three (3) years after first discovery of such defect. In no even!, may any action based upon any defect in this survey plat be commenced more than len (10) years from the date of certification shown hereon dilltg RIFFIN & ASSOCIATES, INC. (s. A2.5028 1414 ELK ST., ROCK SPRINGS, WY 82901 POND 10 8C • SCALE' 1" = 1000' 500' 0 1000' T. 7 S. CENTER OF POND L4 TI TUDE (NAD 83) NORTH 39.468417 DEG. LONGITUDE (NAD 83) WEST 108.244611 DEG. NORTHING (NAD 27) 607193 EASTING (NAD 27) 1225446 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS REFERENCED TO THE COMMON LINE BETWEEN TRACT 83-B AND TRACT 39 AS BEARING SOUTH 88° 34' 30" EAST BETWEEN AN ALUMINUM CAP L.S. 37897 AND A 2.5" GLO BRASS CAP AS SHOWN. L • AC BC LEGEND DENOTES 90° TIE FOUND MONUMENT AS NOTED EXISTING POND LOCATION ALUMINUM CAP ALUMINUM CAP PLAT OF POND 10 "if" , .• CT 83-B, IN SECTION 5, FOR OW USA, WTP LP DRAWN: 2/4/2014 - RAS SCALE: 1"= 60' REVISED: N/A - . DRG JOB No. 20347 EXHIBIT 1 327'F/SL, & 2295' OWL, SECTION 5, T. 7S., R. 97 W., 6TH P.M., G,4RFIELD COUNTY, COLORADO BASIS OFBEABDI'GS • FACILITY BOUNDARY {TYPICAL) 1l; l USA INC. AGE LIMITED PARTNERSHIP I S. GEORGE Al. ANDERSON REVOCABLE TRUST > � OWNERSHIP BOUNDARY OPS JP I BA.= neer REVISIONS SA AGE LIMITED PARTNERSHIP IIL 0 000EM. ANDERSON REVOCABLE TRUST OrY�SA INC. — leo DATE DESCRIPTION BY VHS —5 sans OONEO FOR FENM CEw I� 1z OWNERSHIP —�I BOUNDARY 151 rifP➢M'A ASSOIX1ILa&R lyn*.' OXY 2 265.11/ POND PO UPGRADE DETAILED ME rum DV&—M1EP-10317 Me Ar R RTL .0620,1 .141LOCC.Z.NYanac• DISTURBANCEARE4 EARTHWORKS APPROXIMATE YARDAGES PIT POND & TRAP CHARACTERISTICS NOTES LEGEND. COM CZ Well PIT, POND A TRAP CHARACTERISTICS CONTINUED CONTROL POINTS AND PIT CORNERS ERloftr .aiao�iivE:a na� ETvrta�al�'��wn E� 1 / • - I. Il `SOPA N 1 AP 11 I 1I 4f STORAGE AREAS I�roxT OSAA SAVAOELIMITED PARTNERSITYP IS GEORGE M AN DERSON A EVOOAKE TRUST OWNER SRI P BOUNDARY \- OWNERSHIP BOUNDARY BASIS OF BEARINGS I i ii Ij� "i ffi li,�ll i! REVISIONS CESCPAPTION ISSUED FORBID RVOVRENI f RETENTION PDND 1 DAT BSA INC. L SAVAGE LIMITED PARTNERSHIP I GEORGE M. ANDERSON REVOCABLE TRUST A.tf Rf'YIEASSOCAT!AAS. ° �„actnaurael 20.41 nAPn[LacmmM1, CIA.* POND 10 SITE DIAGRA.SI DET4LTD PR PLAN IIRGPfT-10347 ➢ ➢ tl F P ➢ ➢ ij fe ➢E ➢ r s ➢ 1 f f ➢ ag :Kg 9 a ,/ E'+ LI 1. 1 i 1 1 1 _`OIS'l USA INC. SAVAGE MEPMTNER6114' 1 A GEORGE LIM. ANRDOERSON REVOCABLE TRUST I 1 OWNERSHIP BOUNDARY g1 r 1 I LEGEND i(E> ''''''"" gook DgotrO JON !MOO ONEICOINI REVISIONS �s _AY` U0.1NC. v _ SAY GE LIMITED PARTNERSHIP IB 1 GEORGE M. ANDERSON REVOCABLE TRUST I ISSUED FOR PERMIT BY OMR CSw LOB lu DWNERSNIPI BOUNDARY 1 APPR rAPPENAARRIEUIEO.NC IS4fEP FO2PERMIT 0.L064014 f"fli OXY PON, 1e 11PGRUlE RRAE[!CE EAAENS JON Ma: 20.517 11.0 604.1,05015.5 DRGWSIEEDP-30347 l LEGAL DESCRIPTION OXY USA WTP LP POND 10 UPGRADE PROJECT BOUNDARY TRACT 83-B, T. 7 S., R. 97 W., 6th P.M., GARFIELD COUNTY, COLORADO A PARCEL OF LAND FOR THE PURPOSE OF UPGRADING AN EXISTING FACILITY LOCATED IN TRACT 83-B, TOWNSHIP 7 SOUTH, RANGE 97 WEST, 6th P.M., COUNTY OF GARFIELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE COMMON LINE BETWEEN SAID TRACT 83-B AND TRACT 39, TOWNSHIP 7 SOUTH, RANGE 97 WEST, 6th P.M. AS BEARING SOUTH 88° 34' 30" EAST BETWEEN AN ALUMINUM CAP L.S. 37897 AND A 2.5" GLO BRASS CAP WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. BEGINNING AT A POINT ON THE SAID COMMON LINE FROM WHICH CORNER NUMBER 4 OF SAID TRACT 83-B ALSO BEING CORNER NUMBER ONE OF SAID TRACT NUMBER 39 BEARS SOUTH 88° 34' 30" EAST A DISTANCE OF 498.86 FEET; THENCE NORTH 88° 34' 30" WEST A DISTANCE OF 575.00 FEET ALONG THE SAID COMMON LINE; THENCE DEPARTING SAID COMMON LINE NORTH A DISTANCE OF 285.00 FEET; THENCE WEST A DISTANCE OF 55.00 FEET; THENCE NORTH 02° 02' 00" WEST A DISTANCE OF 158.00 FEET; THENCE NORTH 47° 00' 00" WEST A DISTANCE OF 45.00 FEET; THENCE NORTH A DISTANCE OF 430.00 FEET; THENCE SOUTH 57° 00' 00" EAST A DISTANCE OF 207.68 FEET; THENCE SOUTH 44° 00' 00" EAST A DISTANCE OF 351.49 FEET; THENCE EASTA DISTANCE OF 250.00 FEET; THENCE SOUTH A DISTANCE OF 778.16 FEET MORE OR LESS TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 546,886 SQUARE FEET OR 12.55 ACRES OF LAND AND BEING SUBJECT TO ANY EASEMENTS, CONDITIONS AND/OR RESTRICTIONS ON OR WITHIN ITS LINES. OXY USA WTP LP Pond 10 Storage Sites Table of Contents 1. Storage Narrative 2. Storage Division 1 Standards Narrative 3. Storage Division 2 Standards Narrative 4. Storage Division 3 Standards Narrative S. Storage Division 7-1001 Standards Narrative 6. 7-202 Wildlife Habitat Report Storage Sites - Table of Contents Garfield County Limited Impact Review, 2014 Page 1 of 1 OXY USA WTP LP Pond 10 Pond 10 OXY USA WTP LP Storage Sites Limited Impact Review Application Narrative OXY USA WTP LP (OXY) is pursuing a Limited Impact Review (LIR) in Garfield County for the development of a water storage pond, Pond 10. The proposed site will be located on private property, owned by OXY USA WTP LP, approximately 12 miles north of DeBeque, Colorado. The site will be defined as a Water Impoundment use. Storage sites are proposed as an accessory to the proposed site. Storage is an industrial use classified as a Limited Impact. Three storage areas are proposed within the Pond 10 site perimeter. 1.1 Description The purpose of the proposed storage areas is to increase efficiency within the Cascade Creek Field. The storage areas will support other facilities located in OXY's field. The site is located on OXY's property, a 7732 acre site. The storage areas will be able to accommodate storage of field equipment and supplies without having to transport off OXY's property. The proposed storage sites will not be OXY's primary storage area. An existing centralized storage site provides storage. The subject storage areas will accommodate additional storage needs and storage for the proposed Pond 10 facility. OXY will be the sole user of the proposed storage areas. The site will store construction materials, construction equipment, assorted production equipment to include separators, tanks, piping, and valves, and shipping containers. Liquids, semi -liquids, or waste will not be stored at the storage sites. Three storage sites are proposed. Storage Area 3 will provide storage for the proposed Pond 10 water impoundment. The two additional storage sites (Storage areas 1 and 2), north of the pond, are proposed for additional storage and will support other OXY facilities. The proposed site will not be manned on a continuous basis with personnel only being present during unloading and loading of equipment and supplies. Access to the site will be infrequent, but allow access full time to accommodate other facilities. A copy of the Emergency Response Plan is provided in the Maps and Plans Tab. Storage areas 1 and 2 were previously graded and construction activities for the storage areas are not anticipated. Storage area 3 was previous developed, but will be re -graded for the proposed site. An access road to the site location is owned and maintained by OXY. The Site Plan is located in the Maps and Plans tab. The storage sites will not generate additional traffic on public roads. The site will reduce traffic by providing additional storage locations for extra materials and equipment that would otherwise be transported off of OXY's property. The traffic report and access route figure are located in the Impact Analysis tab. The equipment and materials that will be brought to the site are from near -by well pads and will be reused in the general area. Given this situation, no additional traffic generation is assigned to the storage use. OXY will obtain all necessary permits (grading, building, electrical, etc.) from the Garfield County Building and Planning Department as required before the start of any future construction activities at the Pond 10 site. Application Narrative Garfield County Limited Impact Review, 2014 Page 1 of 2 OXY USA WTP LP Pond 10 1.2 Purpose and Need The proposed storage areas will result in additional storage capacity and reduction in transportation on public roads. The proposed site is located on OXY's property and will accommodate COGCC permitted facilities within the Cascade Creek field. 1.3 Storage Areas Dimensions Storage Area 1: 103' x 270' 28,624 sq. ft. Storage Area 2 111' x 202' 13,855 sq. ft. Storage Area 3 44' x 279', 11,910 sq. ft. Application Narrative Garfield County Limited Impact Review, 2014 Page 2 of 2 OXY USA WTP LP Pond 10 Storage Sites General Approval Standards Narrative Article 7 Division 1 Storage Areas 1.0 Introduction The following section addresses the requirements for the General Approval Standards under Article 7, Division 1 of the Garfield County Land Use and Development Code (LUDC). 2.0 Section 7-101. ZONE DISTRICT USE REGULATIONS. The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use restrictions and regulations. Oxy requests a waiver for the Zone District Use Regulations of the General Use Standards, Section 7- 101 of the Garfield County Land Use and Development Code. The waiver is for the Side Setback Standard of the Resource Lands -Gentle Slopes Zone District, Section 3-201 of the Garfield County Land Use and Development Code. The proposed site does not meet the requirement of 10 feet from the adjacent property boundary, The proposed site is located on the Applicant's property and on the adjacent parcel owned by J0J0 Properties (J0J0). A Surface Use Agreement (SUA) is established for the 1010 parcel and the Savage Limited Partners (LP) parcel located south of the site location. Site features located on the adjacent parcel are drainage and stormwater controls that are required for proper mitigation of surface water and to minimize impacts to the adjacent parcels. A SUA was established with Savage (LP) to included tract 39, located South of Applicant parcel. Part of the Tract 39 is now owned by J0J0. The SUA was established under Savage (LP) prior to the transaction. The SUA remains in effect for the J0J0 Properties parcel. The Savage SUA and Special Warrant Deed are located in the Impact Analysis tab. The 1010 and Savage parcels are zoned resource lands and natural gas activities are currently located on both parcels. Oxy currently has stormwater mitigations features located on the Savage and J0J0 properties. Oxy currently maintains access roads located on the J0J0 parcel. The nearest residence is located approximately 2000 feet to the South on the Savage property. The figure in the Noise Analysis shows the location of the nearest residence. The residence will not incur any impacts from noise and is screened by the natural topography. The Site Plan, showing the Savage property, is located in the Maps and Plans tab. 2.1 Section 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS. The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement The applicant is not aware of any applicable Intergovernmental Agreement. The Pond 10 Storage Areas are designed to conform with the Garfield County Comprehensive Plan. The storage areas meet the applicable goals and policies listed in by the Comprehensive Plan for Mineral Extraction. Applicable Goals: 1. Ensure that mineral extraction is regulated appropriately to promote responsible development and provide benefit to the general public. The proposed storage areas will comply with all Garfield County and Colorado State regulations. The installation of the proposed site will benefit the general public by being located General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 8 OXY USA WTP LP Pond 10 Storage Sites within OXY's operating area resulting in an efficient storage Iocation and reducing traffic on public roads. 2. Ensure that mineral extraction activities mitigate their effects on the natural environment, including air quality, water quality, wildlife habitat or important visual resources. In compliance with the Garfield County Comprehensive Plan (GCCP), the Pond 10 is designed to minimize any impact to adjacent land. The proposed storage sites will be located on a 7732 acre parcel in a non -populated area. Details on the design of the storage areas are located in the Application Narrative and figures are provided in the Maps and Plans tab. The Wildlife Habitat Report is located in the Standards tab. Applicable Policies: 3. Natural drainage patterns will be preserved or mitigated so the cumulative impact of mineral extraction activities will not cause storm drainage/floodwater patterns to exceed the capacity of natural or constructed drainage ways, or to subject other areas to increased flooding, erosion or sedimentation or result in pollution to streams, rivers or other natural bodies of water. The proposed site will be graded to minimize any stormwater impacts. Grading and drainage control plans are located in the Grading and Drainage Plan tab. No drainage patterns will be impacted by the installation of the proposed storage areas. Sediment traps and retention ponds will be installed on the site to prevent any impacts to surrounding water sources and lands. Floodplain and flood fringe delineations are depicted in the Floodplain Figure located in the Grading and Drainage Plan Tab. The 100 -year floodplain boundaries are well outside the immediate vicinity of the Pond 10 perimeter as shown on the Floodplain Figure. 4. Facilities that are appurtenances to oil/ gas development activities (compressors, etc.) are considered appropriate in all land uses so long as they meet the respective mitigation requirements of the ULUR to maintain compatibility with surrounding land uses. The proposed storage areas are a necessary accessory to natural resource extractions performed by OXY. The location of the site was designed to achieve optimal efficiency will minimizing impacts. The proposed site will meet the criteria for all Resource Lands Zone District standards. 2.2 Section 7-103. COMPATIBILITY. The nature, scale, and intensity of the proposed use are compatible with adjacent land uses. The proposed site will be located in an area with current natural gas exploration and production activities. The storage areas are designed to minimize any impact to adjacent land and are located within OXY's operating field. 2.3 Section 7-104. SOURCE OF WATER. All applications for Land Use Change Permits shall have an adequate, reliable, physical, long-term, and legal water supply to serve the use, except for land uses that do not require water, or that contain Temporary Facilities served by a licensed water hauler. The standard Sufficient Adequate, Legal, and Physical Source of Water, Section 7-104 of the Garfield County LUDC, is not applicable to the proposed storage sites. The proposed storage areas will not require water for personnel or operations. The proposed site will not be manned on a continuous General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 2 of 8 OXY USA WTP LP Pond 10 Storage Sites basis with personnel only being present during unloading and loading of equipment and supplies. Access to the site will be infrequent. Due to the minimal presence of employees onsite, water use will not be required onsite during operations. A well will not be installed on site nor will irrigation be required for the proposed use. 2.4 Section 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS. The Land Use Change shall be served by water distribution and wastewater systems that are adequate to serve the proposed use and density. The standard "Adequate Central Water Distribution and Wastewater Systems," Section 7-105 of the Garfield County LUDC, is not applicable to the proposed use. The subject use is not served by an existing public collection system or treatment facility nor is an on-site wastewater treatment systems proposed. During operations, personnel will not be required to be manned at the site other than during completions activities. Due to the minimal presence of personnel onsite, a wastewater use will not be required onsite. A portable toilet is located 120 feet to the west from the site perimeter. 2.5 Section 106. PUBLIC UTILITIES. The proposed use does not require the use or installation of any public utilities. 2.6 Section 7-107. ACCESS AND ROADWAYS. A. Access to Public Right -of -Way, All lots and parcels shall have legal and physical access to a public right-of-way. The proposed site has legal access from an existing OXY Lease Road which is access by County Road 213. The proposed site will use the existing access that was established when the site location was originally development. The Traffic Study and Access Road figure are located in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map detailing access roads are located in the Standards tab. B. Safe Access. Access to and from the use shall be safe and in conformance with applicable County, State, and Federal access regulations. Where the Land Use Change causes warrant(s) for improvements to State or Federal highways or County Roads, the developer shall be responsible for paying for those improvements. The subject site was designed to allow safe access to the site from the OXY Lease Road. The width of the access is 16 feet, meeting the Garfield County requirement of Right -of -Way width of 15-30 feet for Primitive road standards. The subject site does not warrant improvements to County Roads, State, or Federal Highways. The site is accessed from an existing private access road and does not result in a significant increase to traffic on public roads. All roads located on the subject parcel are maintained by OXY to achieve optimal safety, including speed restrictions, regular road maintenance, and snow maintenance. The site will adhere to OXY's Fugitive Dust Mitigation plan, located in the Impact Analysis tab. The Traffic Study and Access Road figure are located in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. C. Adequate Capacity. Accessserving the proposed use shall have the capacity to efficiently and safely service the additional traffic generated by the use. The use shall not cause traffic congestion or unsafe General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 3 of 8 OXY USA WTP LP Pond 10 Storage Sites traffic conditions, impacts to the County, State, and Federal roadway system shall be mitigated through roadway improvements or impact fees, or both. Vehicles accessing the site will not result in an overall significant increase to current traffic. The proposed site will not cause congestion and unsafe conditions to the County, State, and Federal roadway systems. On average, 4-14 vehicles will access the site daily. Details on traffic statistics and recommendations are described in the Traffic Study, located in the Impact Analysis tab. The private lease road maintained and owned by Oxy is classified as a Secondary Access and meets the roadway standards. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. D. Road Dedications. All rights-of-way shall be dedicated to the public and so designated on the Final Plat. They will not, however, be accepted as County roads unless the BOCCspecifically designates and accepts them as such. The proposed site is located on private land and is accessed by a private road owned by the applicant. The site will not allow public access. A right-of-way road dedication is not applicable to the site. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. E. Impacts Mitigated. Impacts to County roads associated with hauling, truck traffic, and equipment use shall be mitigated through roadway improvements or impact fees, or both. Impacts to County roads are not anticipated. The site will not result in an overall significant increase to current traffic. Details on traffic statistics and recommendations are described in the Traffic Study, located in the Impact Analysis tab. The site will adhere to OXY's Fugitive Dust Mitigation plan, located in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab. F. Design Standards. Roadways, surfaces, curbs and gutters, and sidewalks shall be provided as follows to Table 7-107, The Average Daily Traffic (ADT) for the proposed site is 4-14 vehicles. The site was designed to meet the requirements of the Primitive road standards of Table 7-107 of the Garfield County LUDC. The Roadway Standards Figure and Roadway Standards Table 7-107 Map are located in the Standards tab, Table 7-707: Roadway Standards Design Standards Primitive/ Driveway Pond 10 Access Ft Design Capacity 0-- 20 0-20 (ADT) Minimum ROW Width 15 to 30' 16 Minimum (Feet) Lane Width (Feet) Single Lane Single Lane 12 12 Shoulder Width (Feet) 0 0 Ditch Width (Feet) 32 n/a—See Below Cross Slope 2% 2% Shoulder Slope n/a n/a Design Speed n/a n/a Minimum Radius (Feet) 40 50 General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 4 of 8 OXY USA WTP LP Pond 10 Storage Sites Maximum % Grade 12% 12% Surface Native Material Native Material 1 As determined adequate in an engineering review. Primitive road shall be dedicated ROW, driveway can be dedicated as either an easement or ROW. 2 If determined necessary for adequate drainage. Ditches have been determined unnecessary for adequate drainage and will not be installed at the site. The site has designed by DR Griffin with stormwater and drainage controls to be constructed on the site. The site will not require ditches along access roads; stormwater mitigations have been implemented in the overall design of the site. The drainage plan was designed to allow proper drainage for site features, including access roads, the water impoundment, and storage areas. The site plan is located in the Maps and Plans tab. 1. Circulation and Alignment The road system shall provide adequate and efficient internal circulation within the development and provide reasonable access to public highways serving the development. Roads shall be designed so that alignments will join in a logical manner and combine with adjacent road systems to form a continuous route from 1 area to another. The site will be accessed from a private road owned and maintained by the applicant. The access roads within the site were designed to allow adequate and efficient internal circulation for trucks hauling water. Access to the site will form a continuous route with the adjacent road and with other facilities on OXY's property. The Roadway Standards Figure and Roadway Standards Table 7- 107 Map detailing access roads are located in the Standards tab. 2. Intersections. No more than 2 streets shall intersect at 1 point, with a minimum of 200 feet between off -set intersections, unless otherwise approved by the County. No more than 2 streets will intersect at 1 point. The site access and the private lease road will be the only streets at the subject intersection. The Site Plan is located is the Maps and Plans tab. 3. Street Names. Street names shall be consistent with the names of existing streets in the same alignment. There shall be no duplication of street names in the County. A street name will not be given to the site access. The site is not accessed by a public road and the road does not allow public access to the site. The access will be classified at a Primitive Roadway within the site perimeter. The Oxy private lease road is classified as a Secondary Access. The Roadway Standards Figure and Roadway Standards Table 7-107 Map detailing access roads are located in the Standards tab. 4. Congestion and Safety. The road system shall be designed to minimize road congestion and unsafe conditions. The site has been designed to minimize road congestion and unsafe conditions. The site will be accessed from a private lease road and not a county or public road. The site will be accessed by 4- 14 vehicles a day and will not result in a significant increase to traffic. The Traffic Analysis report is provided in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map detailing access roads are located in the Standards tab. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 5 of 8 OXY USA WTP LP Pond 10 Storage Sites 5. Continuation of Roads and Dead -End Roads. Roads shall be arranged to provide for the continuation of major roads between adjacent properties when appropriate and necessary for traffic movement, effective fire protection, or efficient provision of utilities The site is located on private property and will be accessed by a private lease road owned and maintained by the applicant. The subject parcel is in the Resource Lands zone district and not a populated area. The 7732 acre subject parcel is located at the end of County Road 213. The site will not impede the traffic movement. The Access Route figure is located in the Impact Analysis tab. The Roadway Standards Figure and Roadway Standards Table 7-107 Map detailing access roads are located in the Standards tab. 6. Relationship to Topography. Streets shall be designed to be compatible with the topography, creeks, wooded areas, and other natural features. Combinations of steep grades and curves should be avoided. When, due to topography, hazards or other design constraints, additional road width is necessary to provide for the public safety by cut and/or fill area, drainage area, or other road appurtenances along roadways, then dedication or right -of way in excess of the minimum standards set forth in this Code shall be required. Approximately 95% of the site has been previously graded. Steep slopes and curves are not present in the design of the site access. The site access has been designed to allow safe access to the site. 7. Erosion and Drainage. The road system shall minimize erosion and provide for efficient and maintainable drainage structures. Site access will minimize erosion and has been designed with drainage features throughout the site. The site has been designed by DR Griffin with stormwater and drainage controls to be constructed on the site. Stormwater mitigations have been implemented in the overall design of the site. The drainage plan was designed to allow proper drainage for site features, including access roads, the water impoundment, and storage areas. The site plan is located in the Maps and Plans tab. Drainage features are detailed in the documents provided in the Grading and Drainage Plan tab. 8. Commercial and Industrial. The roads and access in commercial and industrial developments shall be designed to minimize conflict between vehicular and pedestrian traffic. The proposed industrial site will not create conflict between vehicular and pedestrian traffic. The site is located on private property and is access by a private road operated and maintained by the applicant. Personnel on the site will work in areas of traffic. The site was designed to eliminate potential hazards to personnel and will allow safe and efficient traffic flow. Access roads are detailed in the Site Plan, located in the Maps and Plans tab. 9. Emergency Access and Egress. Roads shall be designed so as to provide emergency access and egress for residents, occupants, and emergency equipment. Emergency access shall comply with provisions of the International Fire Code and requirements of applicable emergency services, such as fire protection, ambulance, and law enforcement. The site access has been designed to provide emergency access and egress for personnel and emergency equipment. Emergency responses and plans are detailed in the Emergency Response Plan, provided in the Maps and Plans tab. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 6 of 8 OXY USA WTP LP Pond 10 Storage Sites 10. Traffic Control and Street Lighting. Traffic control devices, street signs, street lighting, striping, and pedestrian crosswalks are to be provided as required by the County Road and Bridge Department or other referral agencies. The site will not require traffic control devices or street lighting. The site is located on private property and is access by a private road operated and maintained by the applicant. The subject parcel is in the Resource Lands zone district and not a populated area. The 7732 acre subject parcel is located at the end of County Road 213. 11. Drainage Structures. Site access has been designed with drainage features throughout the site. The site has been designed by DR Griffin with stormwater and drainage controls to be constructed on the site. Stormwater mitigations have been implemented in the overall design of the site. The drainage plan was designed to allow proper drainage for site features, including access roads, the water impoundment, and storage areas. The site plan is located in the Maps and Plans tab. Drainage features are detailed in the documents provided in the Grading and Drainage Plan tab. 12. Roadside Ditches. Water flowing in roadside ditches shall be diverted away from the road as quickly as possible. In no case shall water travel in a roadside ditch for a distance greater than 800 feet or have allow greater than 5 cubic feet per second during a 25 year, 24-hour storm event. Ditches have been determined unnecessary for adequate drainage and will not be installed at the site. The site has been designed by DR Griffin with stormwater and drainage controls to be constructed on the site. The site will not require ditches along access roads; stormwater mitigations have been implemented in the overall design of the site. The drainage plan was designed to allow proper drainage for site features, including access roads, the water impoundment, and storage areas. The site plan is located in the Maps and Plans tab. 2.7 Section 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS. Land subject to identified Natural and Geologic Hazards, such as falling rock, landslides, snow slides, mud flows, radiation, flooding, or high water tables, shall not be developed unless it has been designed to eliminate or mitigate the potential effects of hazardous site conditions as designed by a qualified professional engineer and as approved by the County. The proposed site is not located within flooding, radiation, high water table, avalanche or mud flow areas. The site is located nearby a potential rockfall area. The pond will be located approximately 25 feet from the toe of the slope. The Site will be constructed with a buffer area around the perimeter to protect it in the event of rock falls. An assessment of rockslides and landslides was conducted by Oxy's Operations Engineer. No evidence of large rocks or debris exists west of the buffer. The Assessment determined there was not a significant risk to the proposed site from rockslides and landslides. The Natural and Geologic Hazards Assessment Report and the Rockslide and Landslide Assessment are located in the Impact Analysis tab and the Site Plan is located in the Maps and Plans tab. 2.8 Section 7-109. FIRE PROTECTION. A. Adequate Fire Protection. Adequate fire protection will be provided for each land use change as required by the appropriate fire protection district. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 7 of 8 OXY USA WTP LP Pond 10 Storage Sites The proposed site is located within the DeBeque Fire Protection District. The site was designed to meet all requirements of the DeBeque Fire Protection District. B. Subdivisions. All divisions of land must be reviewed and approved by the appropriate fire protection district for adequate primary and secondary access, fire lanes, water sources for fire protection, fire hydrants, and maintenance provisions. The standard "Fire Protection: Subdivisions", Section 7-109 B. of the Garfield County LUDC, is not applicable to the proposed use. The site will be an industrial use and no division of land will occur. General Approval Standards Narrative Garfield County Limited Impact Review, 2014 Page 8 of 8 OXY USA WTP LP Pond 10 Storage Areas General Resource Protection Standards Narrative Article 7 - Division 2 Storage Areas 1.0 Introduction The following section addresses the requirements for the General Resource Protection Standards under Article 7, Division 2 of the Garfield County Land Use and Development Code (LDDC). 2.0 Section 7-201. AGRICULTURAL LANDS. No Adverse Affect to Agricultural Operations, Domestic Animal Controls, Fences, Roads, and Irrigation Ditches The proposed site is located within the Gentle Slopes of the Resource Lands zone district and will not cause an adverse impact to agricultural operations. Domestic animals are not allowed on the proposed site. The site was previously developed and not used for agricultural purposes. The perimeter of the site will be fenced with animal proof fencing. Irrigation ditches are not within the site perimeter. The proposed site with not interfere with any ditch right-of-ways. 2.1 Section 7-202. WILDLIFE HABITAT AREAS. The Applicant shall consult with the Colorado Division of Wildlife or a qualified wildlife biologist in determining how best to avoid or mitigate impacts to wildlife habitat areas. Grasslands and sagebrush surround the site. The biological survey conducted determined there will be no impact to wildlife since the site has previously developed and wildlife has likely become accustomed to the facility. Proposed site modifications are not anticipated to require habitat compensation. Domestic animals are not allowed on the proposed site. Equipment and materials stored at the storage sites will not pose a threat to wildlife. Environmental Impact Assessment is located in the Impact Analysis tab. Wildlife Habitat Report for the storage use is located in the Storage Site tab. 2.2 Section 7-203. PROTECTION OF WATERBODIES. A. Minimum Setback. A setback of 35 feet measured horizontally from the Typical and Ordinary High Water Mark (TOHWM) on each side of a Waterbody is required. The proposed site is Located more than 35 feet from any Waterbody. The nearest waterbody is Conn Creek, located 330 feet to the east of the site. Ditches, labeled Intermitted Streams on the Surface Water Figure, are located outside the perimeter of the site. Intermitted Stream A is located 10 feet north of the site. Ditches do not meet the Garfield County definition as a "waterbody". The labeled ditches move water from one place to another less than 2 months of the year. The Surface Water Figure is located in the Grading and Drainage Plan tab. B. Structures Permitted In Setback. Irrigation and water diversion facilities, flood control structures, culverts, bridges, pipelines, and other reasonable and necessary structures requiring some disturbance within the 35 foot setback may be permitted. An irrigation ditch is located 10 feet north of the site. The irrigation ditch will not require disturbance and is located outside the perimeter of the subject site. The Surface Water Figure shows all surface water features near the site, is located in the Grading and Drainage Plan tab. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 7 OXY USA WTP LP Pond 10 Storage Areas C. Structures and Activity Prohibited in Setback Unless otherwise permitted or approved, the following activities and development shall be prohibited in the 35 foot setback: 1. Removal of any existing native vegetation or conducting any activity which will cause any loss of riparian area unless it involves the approved removal of noxious weeds, nonnative species, or dead or diseased trees. 2. Disturbance of existing natural surface drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics by any means, including without limitation grading and alteration of existing topography. Measures taken to restore existing topography. No vegetation will be removed from the 35 foot setback or outside the perimeter of the site. No riparian areas will be impacted by the construction of the proposed site. 95% of the site was previously graded. The site will not impact or disturb existing natural surface drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics. D. Compliance with State and Federal Laws. Any development impacting a Waterbody shall comply with al! applicable state and federal laws, including, but not limited to, CDPHE water quality control division regulations and the Army Corp of Engineers regulations and permitting for waters of the U.S. The proposed site will not be located within a water body setback and will not impact any water body. The Surface Water figure is located in the Grading and Drainage Plan tab. 2.3 Section 7-204 DRAINAGE AND EROSION. A. Erosion and Sedimentation. Excluding Grading activities for agricultural purposes, development disturbing 1 acre or more is subject to the CDPHE National Pollutant Discharge Elimination System Permit, unless otherwise exempted by CDPHE. The storage site adheres to the OXY Stormwater plan. Cascade Creek field stormwater documents are provided in the Grading and Drainage Plan tab. B. Drainage. The site has been designed to adhere to the Drainage Standards stated in Section 7-204 B of the Garfield County LUDC. Drainage plan, calculations, and figures are located in the Grading and Drainage Plan tab. The storage site adheres to the OXY Stormwater plan. Cascade Creek field stormwater documents are provided in the Grading and Drainage Plan tab. C. Stormwater Run -Off. These standards shall apply to any new development within 100 feet of a Waterbody and to any other development creating 10,000 square feet or more of impervious surface area. The proposed Pond 10 site is not located in the 100 feet of any water body. The development of the proposed site will not create 10,000 square feet of impervious surface area. The water impoundment site adheres to the OXY Stormwater plan. Cascade Creek Field stormwater documents are provided in the Grading and Drainage tab. 2.4 Section 7-205. ENVIRONMENTAL QUALITY. A. Air Quality. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 2 of 7 OXY USA WTP LP Pond 10 Storage Areas Any Land Use Change shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. An air permit exemption was issued by the Colorado Department of Public Health and Environment (CDPHE) for the natural gas generator. The exemption is valid through June 2016. The CDPHE exemption letter is located in the Impact Analysis tab. B. Water Quality. At a minimum, all hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. Hazardous materials will not be stored at the site. No liquids or semi-solids will be stored in the designated storage areas. 2.5 Section 7-206. WILDFIRE HAZARDS. The following standards apply to areas subject to wildfire hazards as identified on the County Wildfire Susceptibility Index Map as indicated in the County's Community Wildfire Protection Plan. A. Location Restrictions. Development associated with the land use change shall not be located in any area designated as a severe wildfire Hazard Area with Slopes greater than 30% or within a fire chimney as identified by the Colorado State Forest Service. The proposed site is not located in a severe wildfire Hazard Area with Slopes greater than 30% or within a fire chimney. B. Development Does Not Increase Potential Hazard. The proposed Land Use Change shall be developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. The proposed facility will not increase the potential intensity or duration of a wildfire. Fuels or combustible materials will not be stored on site and the site will maintain weed control to prevent wildfire from entering the site. C. Roof Materials and Design. Roof materials shall be made of noncombustible. The only building on the site will be the generator building. Roof materials are noncombustible and the generator building has been designed to be non-combustible. Engineering drawings of the generator building are located in the Maps and Plans tab. 2.6 Section 7-207. NATURAL AND GEOLOGIC HAZARDS. A. Utilities. Above -ground utility facilities located in Hazard Areas shall be protected by barriers or diversion techniques approved by a qualified professional engineer. The determination to locate utility facilities General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 3 of 7 OXY USA WTP LP Pond 10 Storage Areas aboveground shall be based upon the recommendation and requirements of the utility service provider and approved by the County. Public utilities will not be installed at the proposed site. A natural gas generator is Located in the Storage Area 2. The generator is located 480 feet from the eastern boundary berm and 530 feet from the toe of the slope. The generator is located on the western boundary of the site, outside the potential rockfall area. An assessment of rockslides and landslides was conducted by Oxy's Operations Engineer. No evidence of large rocks or debris exists west of the buffer or near the generator. The Assessment determined there was not a significant risk to the proposed site from rockslides and landslides. The Natural and Geologic Hazards Assessment Report and the Rockslide and Landslide Assessment are located in the Impact Analysis tab and the Site Plan is located in the Maps and Plans tab. B. Development in Avalanche Hazard Areas. Development may be permitted to occur in Avalanche Hazard Areas if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and the plan approved by the County. The Pond 10 Site and the access road are not expected to be within an avalanche prone area. Therefore, avalanches are not expected to pose a hazard to the proposed development. Avalanche hazard areas are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. C. Development in Landslide Hazard Areas. Development may be permitted to occur in Landslide Hazard Areas only if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County. The site and access road are not located within an area that has been mapped landslide hazard areas. The site has been engineered to eliminate any impacts to the site in the event of a landslide. An assessment of rockslides and landslides was conducted by Oxy's Operations Engineer. No evidence of large rocks or debris exists west of the buffer or near the generator. The Assessment determined there was not a significant risk to the proposed site from rockslides and landslides. The Natural and Geologic Hazards Assessment Report and the Rockslide and Landslide Assessment are located in the Impact Analysis tab and the Site Plan is located in the Maps and Plans tab. D. Development in Rockfall Hazard Areas. Development shall be permitted to occur in rockfall Hazard Areas only if the Applicant demonstrates that the development cannot avoid such areas and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or a qualified professional geologist, and as approved by the County. The Site and access road are in an area of rockfall or potential for rockfall. The site has been designed to mitigate the potential impacts and several engineering features will be constructed to protect the site. The site will be constructed with a buffer area around the perimeter to protect it in the event of rock falls. The pond will be located approximately 25 feet from the toe of the slope and a low hill to the east of the Site will have a maximum height of 5 feet to 10 feet above the base of the Swale, and 35 feet above the base of the Pond 10 pad. The swale will vary in width from 12 feet to 2 feet, and in depth from one foot to five feet. An assessment of rockslides and landslides was General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 4 of 7 OXY USA WTP LP Pond 10 Storage Areas conducted by Oxy's Operations Engineer. No evidence of large rocks or debris exists west of the buffer or near the Site. The Assessment determined there was not a significant risk to the proposed site from rockslides and landslides. The Natural and Geologic Hazards Assessment Report and the Rockslide and Landslide Assessment are located in the Impact Analysis tab and the Site Plan is located in the Maps and Plans tab. Engineering designs are shown in the Site Plan, provided in the Maps and Plans tab. E. Development in Alluvial Fan Hazard Area. Development shall only be permitted to occur in an alluvial fan if the Applicant demonstrates that the development cannot avoid such areas, and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County. The proposed site is not located in a mapped alluvial fan hazard area. Alluvial fan hazard areas are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. F. Slope Development. Development on Slopes 20% or greater shall only be permitted to occur if the Applicant demonstrates that the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County. The pond has an access road and water diversion around the uphill side and the sides of the pond are built up with rock barriers. These engineering controls are expected to mitigate rockfall, slides, or debris Flows. Slope development areas are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. G. Development on Corrosive or Expansive Soils and Rock. Development in areas with corrosive or expansive soils and rock shall be designed based upon an evaluation of the development's effect on Slope stability and shrink -swell characteristics. Development shall be permitted only if the Applicant demonstrates that the development cannot avoid such areas and the development complies with design, construction stabilization, and maintenance measures certified by a qualified professional engineer, or qualified professional geologist, and is approved by the County. The Pond 10 Site and access road are not located in an area known to have expansive soil or rock types. Development on corrosive or expansive soils and rock are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. H. Development in Mudflow Areas. Development shall be permitted in a mudflow area only if the Applicant demonstrates that the development cannot avoid such areas, and the development adequately employs, construction stabilization, and mitigation and maintenance measures as designed by a qualified professional engineer, or qualified professional geologist, and as approved by the County. The Pond 10 Site is not located in an area mapped as having mudflows or debris fans. Mudflow areas are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab. L Development Over Faults. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 5 of 7 OXY USA WTP LP Pond 10 Storage Areas Development shall be permitted over faults only if the Applicant demonstrates that such areas cannot be avoided and the development complies with mitigation measures based on geotechnical analysis and recommendations, as certified by a qualified professional engineer, or qualified professional geologist, and approved by the County. According to the Geologic Map of the Red Pinnacle Quadrangle Map (Donnell et al, 1992) does not show any faults in proximity to Pond 10 Site. There are no mapped faults in the immediate vicinity of the proposed site. Development over faults are detailed in the Natural and Geologic Hazard Report, located in the Impact Analysis tab 2.7 Section 7-208. RECLAMATION. A. Applicability. These standards shall apply to any development that requires a Land Use Change Permit, including divisions of land, as well as to the following activities: The Oxy Reclamation Plan in located in the Impact Analysis tab. A detailed summary of the Reclamation plan is provided in the Drainage and Grading Report. 1. Installation of ISDS. Installation of a new or replacement ISDS. An ISDS will not be installed on the Pond 10 site. 2. Driveway Construction. Any driveway construction that requires a Garfield County Access Permit or a CDOT Access Permit. The site will be accessed using a pre-existing driveway established for the previously developed site. At this time a driveway permit is not planned. Any driveway construction that requires a Garfield County Access Permit or a Colorado Department of Transportation Access Permit, the appropriate permit shall be obtained. 3. Preparation Area. All areas disturbed during development that do not comprise the longer-term functional areas of the site but are those areas used for the short-term preparation of the site. A preparation area will not be required for construction of the proposed site. There are no plans for additional areas of disturbance for short-term preparation. B. Reclamation of Disturbed Areas. Areas disturbed during development shall be restored as natural -appearing landforms that blend in with adjacent undisturbed topography. 1. Contouring and Revegetation. Abrupt angular transitions and linear placement on visible Slopes shall be avoided. Areas disturbed by Grading shall be contoured so they can be revegetated, and shall be planted and have vegetation established and growing based on 70% coverage as compared with the original on-site vegetation within 2 growing seasons, using species with a diversity of native and/or desirable nonnative vegetation capable of supporting the post -disturbance land use. To the maximum extent feasible, disturbed areas shall be revegetated to a desired plant community with composition of weed free species and plant cover typical to that site. Any disturbances, including final reclamation will be completed in accordance with the attached Weed Management and Reclamation Plan, located under the Impact Analysis Tab. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 6 of 7 OXY USA WTP LP Pond 10 Storage Areas 2. Application of Top Soil. Top soil shall be stockpiled and placed on disturbed areas. Majority of the site was previously disturbed and developed. Any top soil will be stockpiled and places on disturbed areas. 3. Retaining Walls. Retaining walls made of wood, stone, vegetation, or other materials that blend with the natural landscape shall be used to reduce the steepness of cut Slopes and to provide planting pockets conducive to revegetation. Not Applicable- Retaining walls are not located on the proposed site. 4. Slash Around Homes. To avoid insects, diseases, and wildfire hazards, all vegetative residue, branches, limbs, stumps, roots, or other such flammable lot -clearing debris shall be removed from all areas of the lot in which such materials are ,generated or deposited, prior to final building inspection approval. No slash will be left on-site. 5. Removal of Debris. Within 6 months of substantial completion of soil disturbance, all brush, stumps, and other debris shall be removed from the site. Any debris will be removed from the site during the construction phrase. 6. Time Line Plan. Every area disturbed shall have a time line approved for the reclamation of the site. At this time, there are no foreseen plans to fully reclaim this facility. General Resource Protection Standards Narrative Garfield County Limited Impact Review, 2014 Page 7 of 7 OXY USA WTP LP Pond 10 Storage Sites Site Planning and Development Standards Narrative Article 7 - Division 3 Storage Areas 1.0 Introduction The following section addresses the requirements for the Site Planning and Development Standards under Article 7, Division 3 of the Garfield County Land Use and Development Code (LDDC). 2.0 Section 7-301. COMPATIBLE DESIGN. The design of development associated with the land use change shall be compatible with the existing character of adjacent uses. A. Site Organization. The site shall be organized in a way that considers the relationship to streets and lots, solar access, parking, pedestrian access, and access to common areas. The proposed site is located in an unpopulated area on a 7732 acre parcel and not adjacent to public streets, parking, pedestrian access, and common areas. The site will not impede solar access to adjacent parcels. The site plan is located in the Maps and Plans tab. The vicinity map is located in the Maps and Plans tab. B. Operational Characteristics. The operations of activities on the site shall be managed to avoid nuisances to adjacent uses relating to hours of operations, parking, service delivery, and location of service areas and docks. 1. Dust, odors, gas, fumes, and glare shall not be emitted at levels that are reasonably objectionable to adjacent property. The site will not produce nuisances that are objectionable to adjacent property. Lighting will not be installed at the storage sites. Odors, gas, and fumes are not anticipated at the proposed storage sites. The subject site is located in an area surrounded by natural resource activities. The site is not within close proximity to residences or businesses. 2. Noise shall not exceed State noise standards pursuant to C.R.S., Article 12 of Title 25, unless the use is regulated by the COGCC. In this case, the use shall be subject to COGCC Rules regarding noise abatement Construction is not anticipated for the storage site. The storage areas were previously graded. During normal operation of the storage site, no noise levels will be detectable at the property line as the Pond 10 is powered by natural gas generator within an enclosure located on Storage Site #2. Personnel will not be required to access the site daily, thus minimizing traffic and associated noise from vehicles. A Noise Analysis was conducted for the site and determined the noise created by the operation of the generator is in compliance with the applicable COGCC standards. Per COGCC Rule 802.c.(1), noise measurements shall be measured at 350 feet or the property line, whichever is greater. Therefore, the expected noise levels were analyzed at 570 feet (nearest property boundary) from the generator. Noise levels were calculated to be within the permissible level. The Noise Analysis is provided in the Impact Analysis tab. The generator engineering design is located in the Maps and Site Planning and Development Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 4 OXY USA WTP LP Pond 10 Storage Sites Plans tab. A building permit will be submitted the Garfield County Building Department in tandem with the Limited Impact Review. 3. Hours of operation shall be established to minimize impacts to adjacent land uses. The proposed site will not be manned on a continuous basis with personnel only being present during unloading and loading of equipment and supplies. Access to the site will be infrequent, but allow access full time to accommodate other facilities. C. Buffering. Buffering shall be installed to mitigate visual, noise, or similar impacts to adjacent property whenever adjacent uses are in a different zone district. The subject site is located within the Resource Lands zone district. Adjacent properties are zoned Resource Lands or Public Lands. The site is located on a 7732 acre parcel and natural topographic features buffer the site. The site has been designed to minimize visual, noise, and other impacts to adjacent properties. The subject site is located in an area surrounded by natural resource activities. The site is not within close proximity to residences or businesses. D. Materials. Exterior facades shall be constructed with materials that do not detract from adjacent buildings or uses. The building is constructed with painted galvannealed steel. Noise attenuating insulation is installed within the building. The building dimensions will be 31 foot x 10 foot with a one story height. The building height is within the maximum building height range for the resource lands - gentle slopes zone district. The structure is painted tan and blends in with the natural background environment. Site photos are located in the Impact Analysis tab and the engineering design plans are located in the Maps and Plans tab. 2.1 Section 7-302. OFF-STREET PARKING AND LOADING STANDARDS. The Off -Street Parking and Loading Standards, Section 7-302 of the Garfield County LUDC, is not applicable to the proposed use. The proposed site location does not have a designated parking area due to the minimal presence of employees onsite. The site is located on private property and prohibits public access. 2.2 Section 7-303. LANDSCAPING STANDARDS The Landscaping Standards, Section 7-303 of the Garfield County LUDC, is not applicable to the proposed industrial use, a Storage Site. 2.3 Section 7-304. LIGHTING STANDARDS. A. Downcast Lighting. Exterior lighting shall be designed so that light is directed inward, towards the interior of the Subdivision or site. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities at Pond 10 when the site will be operated full time. All temporary lighting will be directed inward, towards the interior of the proposed site. Site Planning and Development Standards Narrative Garfield County Limited Impact Review, 2014 Page 2 of 4 OXY USA WTP LP Pond 10 Storage Sites B. Shielded Lighting. Exterior lighting shall be fully shielded or arranged in a manner so that concentrated rays of light will not shine directly onto other properties. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities at Pond 10 when the site will be operated full time. All temporary lighting will be arranged in a manner so that concentrated rays of light will not shine directly onto other properties. C. Hazardous Lighting. The direct or reflected light from any light source shall not create a traffic hazard. Colored lights shall not be used in such a way as to be confused or construed as traffic control devices. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities at Pond 10 when the site will be operated full time. Temporary lighting will not crease a traffic hazard and will be direct towards the road. Colored lights will not be used at the site. D. Flashing Lights. Blinking, flashing, or fl uttering lights, or other illuminated device that has a changing light intensity, brightness, or color, shall be prohibited in all zone districts. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities at Pond 10 when the site will be operated full time. Temporary lighting will not blink, flash, or flutter or change in any manner. E. Height Limitations. Light sources which exceed 40 feet in height shall not be permitted except for temporary holiday displays or as required by local, State or Federal regulations. No lighting will be installed at the proposed site. Temporary lighting will be used during completion activities at Pond 10 when the site will be operated full time. Temporary lighting will not exceed 40 feet in height. 2.4 Section 7-305. SNOW STORAGE STANDARDS. All residential uses except for multi family are exempt from this section, unless the residential use includes a common outdoor parking area. A. Minimum Area. A designated area sufficient to store snow from the entire parking area shall be provided. As a general guideline, and considering the varying elevations and snowfall amounts throughout the County, it is anticipated that a minimum area equivalent to 2.5% of the total area of the required off-street parking and loading area, including access drives, shall be designated to serve as a snow storage area. Snow within the site perimeter will be stockpiled only as needed to allow operations. Plowed snow will be placed near the outer boundary of the pad allowing pad swales will collect the snow melt and route it to the retention pond. The snow storage area is depicted in the Site Plan located in the Maps and Plans tab. B. Storage in Parking Spaces Prohibited. Required off-street parking and loading areas shall not be used for snow storage. Site Planning and Development Standards Narrative Garfield County Limited Impact Review, 2014 Page 3 of 4 OXY USA WTP LP Pond 10 Storage Sites Loading areas will not be used for snow storage. The snow storage area is depicted in the Site Plan, located in the Maps and Plans tab. C. Storage in Yards and Open Space Permitted. Snow stored in a yard or Open Space shall not be located in a manner that restricts access or circulation, or obstructs the view of motorists. Stored snow will not restrict access or circulation, or obstruct the view of motorists. The snow storage area is depicted in the Site Plan located in the Maps and Plans tab. D. Storage on Public Roadways Prohibited. Public roads shall not be used for snow storage. The proposed site will not store snow on public roads. The snow storage area is depicted in the Site Plan located in the Maps and Plans tab. E. Drainage. Adequate drainage shall be provided for the snow storage area to accommodate snowmelt and to ensure it does not drain onto adjacent property. Snowmelt will not drain into adjacent properties and will be contain by stormwater control features installed on the subject site. Plowed snow will be placed near the outer boundary of the pad allowing pad swales will collect the snow melt and route it to the retention pond. The snow storage area is depicted in the Site Plan located in the Maps and Plans tab. 2.5 Section 7-306. TRAIL AND WALKWAY STANDARDS. A. Recreational and Community Facility Access. A multi -modal connection, such as a trail or sidewalk, shall be provided in a development where links to schools, shopping areas, parks, trails, greenbelts, and other public facilities are feasible. all have a time line approved for the reclamation of the site. The standard Trail and Walkway Standards, Section 7-306 of the Garfield County LDDC, is not applicable to the proposed industrial use. Public access is prohibited and the site is located on private property. Site Planning and Development Standards Narrative Garfield County Limited Impact Review, 2014 Page 4 of 4 OXY USA WTP LP Pond 10 Additional Standards for Industrial Uses Narrative Article 7- Division 10 Section 7-1001 Industrial Use Storage Areas 1.0 Introduction The following section addresses the requirements for the Additional Standards for Industrial Uses under Article 7, Division 10 of the Garfield County Land Use and Development Code (LUDC). These standards shall apply to all industrial uses: A. Residential Subdivisions. Industrial uses shall not occupy a lot in a platted residential Subdivision. The proposed industrial use, Storage, will be located on a parcel zone Resource Lands and not located on a platted residential subdivision. B. Setbacks. All activity associated with these uses shall be a minimum of 100 feet from an adjacent residential property line, unless the use is on an industrially zoned property. Oxy requests a waiver for the Setback Standard of the Industrial Uses Standards, Section 7-1001 (B) of the Garfield County Land Use and Development Code. The proposed site is 10 feet from the adjacent property to the south, the JOJO property. The JOJO and Savage parcels are zoned resource lands and natural gas activities are currently located on the parcels. Oxy has an established SUA with the JOJO and Savage parcels. Documents are Located in the Impact Analysis tab. Oxy currently has stormwater mitigations features located on the JOJO and Savage properties. The nearest residence is located approximately 2000 feet to the South on the Savage property. The figure in the Noise Analysis shows the location of the nearest residence. The residence will not incur any impacts from noise and is screened by the natural topography. The Site Plan, showing 3010 and Savage properties, is located in the Maps and Plans tab. C. Concealing and Screening. When an industrial use is not located on an industrial zoned property, all storage, Fabrication, service, and repair operations shall be conducted within an enclosed building or have adequate provisions, based on location and topography, to conceal and screen the facility and/or operations from adjacent property(s). The natural topography and berms surrounding the site conceal the site from adjacent parcels. Berms have been designed to mitigate sound and visual impacts to adjacent properties. The location of the site is not in a high visibility area. The proposed site is located on a 7732 acre parcel in a rural, remote area. There are no homes within a close proximity to the site. The site location is remote and rural and the site will not be visible to the public. The land surrounding the site is currently used for oil and gas natural production, agriculture activities, and public lands. Site photos are located in the Impact Analysis tab and the site plan is provided in the Maps and Plans tab. D. Storing. 1. Materials shall be stored on the property in a form or manner that will not be transferred off the property by any reasonably foreseeable natural cause orforce. 2. All products shall be stored in compliance with all national, State, and local codes. Industrial Use Standards Narrative Garfield County Limited Impact Review, 2014 Page 1 of 3 OXY USA WTP LP Pond 10 4. Petroleum and hazardous products shall be stored in an impervious spill containment area(s). Materials will be securely stored to prevent materials leaving the site by any natural cause. Petroleum and hazardous products will not be stored at this site. All products will be stored securely and in compliance with national, State, and local codes. 3. Shall be a minimum of 100 feet from an adjacent property line. A waiver is being pursued for Standard 7-1001 D. 3. of the Garfield County LUDO, which states storage "Shall be a minimum of 100 feet from an adjacent property line."Three storage sites are proposed for the site. Storage areas #1 and #2 will be located more than 100 feet from adjacent property line. Storage Area #3 is less than 100 feet from the adjacent parcel to the south. Storage Area #3 is approximately 32.5 feet from the 1010 parcel. The applicant has an established SUA with the JOJO and Savage properties. Natural gas facilities exist on the adjacent1010 and Savage properties and Oxy (the Application) has stormwater features located on the adjacent parcels. The Savage SUA and Special Warranty Deed are located in the Impact Analysis tab. The Site Plan detailing Storage Area dimensions is provided in the Maps and Plans tab. E. Industrial Wastes. Al! industrial wastes shall be disposed of in a manner consistent with Federal and State statutes and requirements of CDPHE. Flammable or explosive solids or gases and other hazardous materials including wastes shall be stored according to the manufacturer's standards and shall comply with the national, State, and local fire codes and written recommendations from the appropriate local fire protection district. No industrial wastes will be stored or transported at the proposed storage sites. Flammable, explosive, and hazardous materials will not be stored at the storage sites. F. Noise. Noise shall not exceed State noise standards pursuant to C.R.S., Article 12, Title 25, unless the use is regulated by the COGCC. In this case, the use shall be subject to COGCC rules in regard to noise abatement. A natural gas powered generator will provide electricity to the site. The generator will be located within a sound minimizing building. The generator engineering design is located in the Maps and Plans tab. A Noise Analysis was conducted for the site and determined the noise created by the operation of the generator is in compliance with the applicable COGCC standards. Per COGCC Rule 802.c.(1), noise measurements shall be measured at 350 feet or the property line, whichever is greater. Therefore, the expected noise levels were analyzed at 570 feet (nearest property boundary) from the generator. Noise levels were calculated to be within the permissible level. The Noise Analysis is provided in the Impact Analysis tab. A building permit will be submitted the Garfield County Building Department in tandem with the Limited Impact Review. G. Ground Vibration. Every use shall be operated so that the ground vibration inherently and recurrently generated is not perceptible without instruments at any point of any boundary line of the property. Ground vibration will not be perceptible without instruments at any point on the property boundary line. Industrial Use Standards Narrative Garfield County Limited Impact Review, 2014 Page 2 of 3 OXY USA WTP LP Pond 10 H. Hours of Operation. Any activity that will generate noise, odors, or glare beyond the property boundaries will be conducted between the hours of 7:00 a.m ,to 7:00 p.m. Monday through Saturday, or as approved by the decision- making authority. The proposed storage areas will not be manned on a continuous basis with personnel only being present during unloading and loading of equipment and supplies. Access to the site will be infrequent, but allow access full time to accommodate other facilities. The site is not located in close proximity to any residences and is located in and adjacent to the Resource Lands zone district. Adjacent land uses include natural resource activities and public lands. I. Interference, Nuisance, or Hazard. Every use shall be so operated that it does not emit heat, glare, radiation, or fumes that substantially interfere with the existing use of adjoining property or that constitutes a public nuisance or hazard. Flaring of gases, aircraft warning signal, and reflective painting of storage tanks, or other legal requirements for safety or air pollution control measures, shall be exempted from this provision. The subject use, storage, will not create nuisances or hazards to the public or adjacent properties. The proposed site has been designed to minimize any impacts to adjacent parcels. Equipment and materials that will be stored at the proposed storage sites wil not emit heat, glare, radiation, or fumes. The site is located on a 7732 acre parcel in the resource lands zone district, surrounded by natural resource activities. Industrial Use Standards Narrative Garfield County Limited Impact Review, 2014 Page 3 of 3 ERO ERO Resources Corp. Denver 1842 Clarkson St. Denver, CO 80218 303.830.1188 Boise 3314 Grace St. Boise, ID 83703 208.373.7983 Durango 1015 y2 Main Avenue Durango, CO 81301 970.422.2136 .stern Slope P.O. Box 932 161 South 2'dSt. Hotchkiss, CO 81419 970.872.3020 www.eroresou rces.com March 20, 2014 Katy Middleton Blue Sky Permitting and Planning, LLC 9321 54 Road Mesa, CO 81643 (Email -delivered) RE: Wildlife Health Standards Analysis OXY Pond 10 (Storage Use) Dear Ms. Middleton, This memo transmits ERO Resources Corporation's (ERO) analysis of wildlife health standards in relation to proposed modifications to OXY USA WTP LP (Oxy) Pond 10 storage areas in the Grand Valley Field in Garfield County, Colorado. ERO surveyed the project area on April 24, 2013. The pond and storage areas are located approximately 10 miles north of DeBeque, Colorado. Location and Existing Conditions For the purposes of the proposed project, the survey area was defined as a uniform 0.5 mile surrounding the existing project envelope (Figure 1). The legal description of the approximate center of the project area is Sections 5 and 8, T7S, R97W of the 6th PM; UTM NAD 83 Zone 12N, 737050m Easting, 4372373m Northing; Latitude, Longitude: 39.468305°N, -108.244193°W; USGS Red Pinnacle, CO Quadrangle. Oxy is the surface owner. Currently, the site supports three storage areas in the vicinity of an existing waste water evaporation pond. Construction materials, construction equipment, assorted production equipment including separators, tanks, piping, and valves, and shipping containers are stored onsite. No liquids currently are stored in the storage sites. Consultants in Natural Resources and the Environment Page 2 Photo 1. Looking northeast from Conn Creek Road toward Storage Areas 1 and 2 from Conn Creek Riparian area (Riparian area would not be disturbed) (4.24.13). Photo 2. Looking west; Storage Area 3 at photo center and existing disturbed vegetation community in foreground (4.24,13). Proposed Project Oxy proposes to upgrade the existing site with the following modifications to the existing storage areas: 1. Storage Area 1, install swale and sediment trap; 2. Storage Area 2, install swale and sediment trap and minor regrading; and 3. Storage Area 3, raise grade to level of existing pond access; improve access ramp and incorporate with new grade; install retention pond. Oxy plans to beginning grading on or about May 1, with about 10 to 12 weeks required for construction and an additional 2 weeks for site clean-up. Changes to truck traffic for purposes of storage would be minimal. Benign materials such as construction materials, construction equipment, assorted production equipment to include separators, tanks, piping, and valves, and shipping containers that do not ERO Resources Corporalion Page 3 present a potential threat to wildlife would be stored onsite. No liquids would be stored in the storage sites. Setting Pond 10 and associated storage areas are in a valley bottom at an approximate elevation of 5,800 feet above sea level (Figure 2). The existing pond location and parking/access/storage areas consist of graveled and maintained surfaces with minimal to no vegetation. These developed areas are immediately surrounded by sagebrush - steppe habitat. Cliff and cottonwood riparian habitat occur within 0.25 mile of the project area. The sagebrush -steppe habitat is dominated by sagebrush (Artemesia tridentata sp.), primarily along the eastern project area boundary. Dominant vegetation in the Pond 10 project area is listed in Table 1. Table 1. Vegetation observed near Pond 10. Common Name Scientific Name Sagebrush Artemisia tridentata sp. Saltbush Atriplex spp. Cheat grass Bromus tectorum Gambel's oak Quercus gambelii Wheatgrasses Thinopyrum spp. Rye Elymus spp. Crested wheatgrass Agropyron cristatum Rabbitbrush Ericameria nauseosa Wildlife Habitat Standards Buffers Proposed site modifications will not significantly alter the existing visual and sound buffers. The site's topographic position in the valley bottom limits the visibility and sound transmittal to surrounding areas. Existing site screening is provided by riparian vegetation along Conn Creek, which will not be disturbed. Locational Controls of Land Disturbance Surface disturbance from proposed grading activities is not anticipated to change animal migration corridors, predation dynamics, and/or animal -vehicle collisions. Site conditions and activities would remain very similar to current conditions. Preservation of Native Vegetation Grading activities would occur entirely in previously disturbed areas. Oxy will adhere to their Noxious Weed Management Plan for all project activities. Habitat Compensation Proposed site modifications are not anticipated to require habitat compensation. Although the project area is mapped as Sensitive Wildlife Habitat (Mule Deer Severe Winter Range), all impacts would occur to existing disturbed areas lacking vegetation. ERO Resources Corporation Domestic Animal Control Domestic animals and livestock are currently not allowed within the project area; therefore, no domestic animals will be impacted by the proposed site modifications. Please feel free to contact me at (970) 872-3020 or apowers@eroresources.com if you have any questions. Sincerely, OA— Aleta Powers Principal, Natural Resource Specialist FRO Resources Corporation Page 4 Oxy Pond 10 Sections 5 and 8, T7S, R97W; 6th PM UTM NAD 83: Zone 12N; 737050mE, 4372373mN Latitude, Long itude: 39.468305°N, 108.244193°W USGS Red Pinnacle, CO Quadrangle Garfield County, Colorado 0 1,000 2,000 Feet Figure 1 Site Location Prepared for: Oxy File: 5449 Figure 1.mxd [GS] Mad 2014 ERS ERO Resources Corp_ sensan and ore used herein under license_ Copyright 2a 12 [SRI and ils h ansars. M righrs reserved_ Oxy Pond 10 I Project Area Image Source: USDA NAIP, 2013 0 WO 200 Feet Figure 2 Project Area Frepo red for: Oxy File: 5449 Figure 2.mPd [GS] March 2014 ERO ERO Resources Corp. Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Administrative Review • Development in 100 -Year Floodplain Limited Impact Review • Development in 100 -Year Floodplain Variance © Major Impact Review • Code Text Amendment • Amendments to an Approved LUCP • Rezoning • LIR ■ MIR ❑ SUP ❑ Zone District ❑ PUD In PUD Amendment ■ Minor Temporary Housing Facility • Administrative Interpretation ❑ Vacation of a County Road/Public ROW j © Appeal of Administrative Interpretation • Location and Extent Review • Areas and Activities of State Interest • Comprehensive Plan Amendment • Accommodation Pursuant to Fair Housing Act • Major ❑ Minor © Pipeline Development • Variance © Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: OXY USA WTP LPPhone: ( 070 ) 263-3607 Mailing Address: 760 Horizon Drive, Suite 101 City: Grand Junction E-mail: chris_clark@oxy.com State: CO Zip Code: 81506 Representative (Authorization Required) Name: Katy Middleton and Blair Rollins Phone: ( 070 ) 985-8240 Mailing Address: 760 Horizon Drive, Suite 102 City: Grand Junction State: CO Zip Code: $1506 E-mail: middleton kathleen@yahoo.com PROJECT NAME AND LOCATION Project Name: Pond 10 Assessor's Parcel Number: 2 1 6 9. 2 1 4 0 0_ 0 2 6 Physical/Street Address: Lat = 39.524334° Long = -108.225204° Legal Description: SESW Section 5, Township 7 South, Range 97 West, 6th PM Zone District: Resource Lands - Gentle Slopes Property Size (acres): 7723 acres Existing Use: Natural gas development, Resource Production. Currently the site has two storage ponds for produced water Proposed Use (From Use Table 3-403): Water Impoundment and Storage Sites Description of Project: The Pond 10 site will be a water impoundment facility with an accessory use for storage. Three storage sites will be located within the site perimeter. The water impoundment will store produced water for the applicant, OXY USA WTP LP. VEST FOR WAIV RS Submission Requirements 8 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: 4-203 J. Development Agreement Section: Section: 4-203 K. Improvement Agreement Section: Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: 7-1001 D (3) Storage Section: 7-101 Zone District Dimensions Section: 7-1001 B Setback Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. Signature of Property Owner File Number: Fee Paid: $ 3/21/14 Date OXY USA WTP LP Pond 10 Pond 10 Water Impoundment and Storage Site OXY USA WTP LP Limited Impact Review Application Narrative OXY USA WTP LP (OXY) is pursuing a Limited Impact Review (LIR) in Garfield County for the development of a water storage pond, the Pond 10. The proposed site will be located on private property, owned by OXY USA WTP LP, approximately 12 miles north of DeBeque, Colorado. The site will be defined as a Water Impoundment with storage as an accessory use. The facility's main function will be to store produced water in a location centralized to OXY's production field. 1.1 Description The purpose of the proposed Pond 10 site is to increase efficiency in the transportation and use of produced water within the OXY Cascade Creek field. The proposed water impoundment site will reduce overall heavy traffic on county roads by allowing vehicles to transport produce water to a pond within OXYs property. The parcel is currently owned by OXY USA WTP LP. Pond 10 will eliminate the need to transport fresh water for natural gas extraction and the transportation of produced water to a disposal facility. The produced water will have several stages of treatment prior to storage at the proposed Pond 10 facility. When a natural gas well is drilled, water from the drilled formation is extracted along with the natural gas and classified as produced water. The produced water will contain natural gas and other products and must be treated by a separation process on the well pad. 2- and 3-phase separators will initially treat the produced water by gravity separation and skimming inside storage tanks. After the separation phase, the produced water is transported in a water hauling truck or pipeline to the centralized water facility. The Central Water Handling Facility, OXY's centralized water facility treats the produced water to remove additional solids and oil. Once the produced water has been treated it will be transported to the Pond 10 water impoundment site for storage. The water will be stored until it is required for completions activities. Anticipated completion activities will take approximately 5 days to complete. OXY will be the sole operator and user of the subject site. Oxy will install a loading/unloading station (or equivalent delivery/retrieval system) next to the multi-well/production pit, to deliver fluids or to remove fluids from the pit by truck. The loading/unloading station shall be designed and utilized to prevent hoses from being dropped into the pits and dragged over the liner, which could lead to liner damage. The loading/unloading station will be the only permitted access for manual fluids transfers to or from the pit. Vehicles will not be allowed to approach the pit any closer than the loading/unloading station. Each station will have a catch basin in case a leak occurs while operations personnel are connecting or disconnecting hoses. Signs clearly marking the truck loading/unloading station shall be provided and maintained by the operator. Pond 10 will be 1.47 acres and have a storage capacity of 90,000 barrels. Hydrocarbons on the fluid surface of the Facility will be removed and recovered within 24 hours of discovery. Recovered oil will be stored in oil tanks which will go to market for sale, while solids separated from the produced water will be disposed of in accordance with applicable COGCC regulations. Safety containment systems for Pond 10 include a geosynthetic clay liner, a double 60 -mil HDPE liner system with sandwiched geonet and two site wells to check for seepage through the primary liner. The pump pad adjacent to the south edge of Pond 10 will consist of a concrete pad with an exterior lip to ensure containment in case of spills. Application Narrative Garfield County Limited Impact Review, 2014 Page 1 of 5 OXY USA WTP LP Pond 10 The Pond 10 site has been designed to mitigate potential risks to wildlife. Mitigations efforts include netting and fencing. Netting would exclude birds from entering the produced water storage impoundment and would eliminate the harming of birds protected under the Migratory Bird Protection Act. Fencing, specifically a chain link fence with 1 foot below grade and 2 feet above grade mesh prevent both large mammals (including game species) and small mammals from entering the produced water storage impoundment. The Environmental Impact Assessment is located in the Impact Analysis tab. The Wildlife Habitat Report for the water impoundment use is located in the Standards tab. The site location was previously developed as a water impoundment site. Two ponds were located on the site and will be removed prior to the installation of Pond 10. Pumps, natural gas generator, and other use specific equipment exist on site. The subject application includes previously installed equipment and structures that were previously unaddressed to bring the site into compliance with the Garfield County Land Use and Development Code. The As -Built figure is located in the Maps and Plans tab. The Pond 10 will not require personnel to be staffed at the site on a regular basis. Personnel will only be on-site during completions of a well and access the site for transportation of the produced water. A copy of the Emergency Response Plan is provided in the Maps and Plans Tab. Certifications of training can be provided upon request. The subject site will be permitted as a Centralized E&P Waste Management Facility under Colorado Oil and Gas Conservation Commission (COGCC) rules 908. Currently a Form 15 and Form 2A has been submitted to the COGCC. Copies of the COGCC applications are provided in the Supporting Documents tab. The site will be inspected regularly to identify potential conditions that could cause a release. To monitor for impacts to the subsurface at the Pond 10, three site-specific monitoring wells will be installed, two monitoring wells will be installed down gradient and one installed up -gradient. The location and sampling plan of the monitoring wells will be determined once the COGCC has reviewed the Form 28. The monitoring wells will be installed at least 20 feet below ground surface. These wells will be monitored to detect possible releases from the water impoundment operations. Proposed storage sites, an accessory to the subject application, will be located within the perimeter of the subject site. Storage site locations are identified on the Site Plan, provided in the Maps and Plans tab. Three storage sites are proposed, with Storage Site 3 strictly for the use of the proposed water impoundment. The two additional storage sites, north of the pond, are proposed for additional storage sites for the Cascade Field. details and standards for the proposed storages sites are located in the Storage tab. A majority of the site was previously graded and developed. The site is located within the 7732 acre parcel. An access road to the site location is maintained and owned by OXY. Access roads details are located in the Standards tab. A site plan is located in the Maps and Plans tab. The construction phase will be approximately 13 weeks for the site grading and construction of the water impoundment pond. Average daily traffic during this construction period will be eight vehicles. Approximately 5 percent of these vehicles will consist of large trucks, Application Narrative Garfield County Limited Impact Review, 2014 Page 2 of 5 OXY USA WTP LP Pond 10 The traffic report determined that the increase in traffic is negligible and no significant improvements to the county roads are warranted. The site will generate 4-14 vehicles on average per daily, 33% of vehicles are classified as trucks. A traffic report is located in the Impact Analysis tab and the access route figure is located in the Maps and Plans tab. OXY will obtain all necessary permits (building, electrical, etc.) from the Garfield County Building and Planning Department as required before the start of any future construction activities at the Pond 10 site. 1.2 Purpose and Need The proposed water impoundment site will result in improved efficiency in transportation and use of produced water. The proposed site is located on OXY's property and within the Cascade Creek field. Pond 10 will support existing wells in the Cascade Creek field and the completion of future wells on Cascade Creek acreage for the Mesa, Valley, and Logan Wash areas. The Pond 10 site is critical to OXY's ability to produce natural gas in Garfield County. Facilities and Equipment Summary The following section summarizes the structures and equipment that are currently existing and proposed for the subject site. Existing: -Natural Gas Fueled Generator with Building -Two Water Storage Ponds (to be removed prior to installation of proposed Pond 10) -Pipe Assembly -Pump Pad (To be relocated on-site) -2 inch Pipe Metal Fencing - Two Graded storage areas - Storage #1 (270 ft X 103 ft) - Storage #2 (202 ft X 111 ft) The As -Built figure is located in the Maps and Plans tab. Proposed: -Water Impoundment Pond (308 ft X 216 ft, 63,897 square feet), with liners - 8 foot Fencing with attached meshing - Bird Netting -Storage Area #3 (279 ft X 44 ft) The water impoundment site plan is provided in the Maps and Plans Tab. 1.4 Location The proposed Pond 10 site plan is designed to be approximately 9. 836 acres and will be southerly located on parcel 2169-214-00-026, the Southeast Y4 of the Southwest Y4 of Section 5, Township 7 South, Range 97 West of the 6th Principal Meridian, Garfield County. The subject parcel is approximately 7732 acres. OXY USA WTP LP, the applicant, is the owner of the property. OXY is the sole owner of mineral rights for the subject parcel. A complete of list of mineral owners is located in the Impact Analysis tab. The Garfield County Assessors map, legal description, surface use Application Narrative Garfield County Limited Impact Review, 2014 Page 3 of 5 OXY USA WTP LP Pond 10 agreement, and the deed for the property are provided in the Impact Analysis Tab. The subject parcel is zoned resource lands -gentle slopes. All adjacent parcels are zoned resource lands or public lands, 1.5 Section 4-202 Waiver of Submission Requirements Section 4203 J. Development Agreement OXY requests a waiver for the Development Plan, Section 4-203(J) of the Garfield County Land Use and Development Code. The proposed site is an industrial use and will solely be owned by the applicant. The Development Agreement is not applicable to the proposed site because the applicant does not seek to enter into a development agreement. Section 4-203 K. Improvement Agreement Oxy requests a waiver for the Improvement Agreement, Section 4-203(14) of the Garfield County Land Use and Development Code. The site will not require the installation of public utilities nor will increase demands on public facilities. The site location is remote and is currently used for oil and gas activities. The Improvement Agreement is not applicable to the proposed site because the remote location will not require the installation or improvements of public facilities. 1.6 Section 4-118 Waiver of Standards Section 7-101 Zone District Dimensions Oxy requests a waiver for the Zone District Use Regulations of the General Use Standards, Section 7- 101 of the Garfield County Land Use and Development Code. The waiver is for the Side Setback Standard of the Resource Lands -Gentle Slopes Zone District, Section 3-201 of the Garfield County Land Use and Development Code. The proposed site does not meet the requirement of 10 feet from the adjacent property boundary. The proposed site is located on the Applicant's property and on the adjacent parcel owned by JOJO Properties (J0J0). A Surface Use Agreement (SUA) is established for the J0J0 parcel and the Savage Limited Partners (LP) parcel located south of the site location. Site features located on the adjacent parcel are drainage and stormwater controls that are required for proper mitigation of surface water and to minimize impacts to the adjacent parcels. A SUA was established with Savage (LP) to included tract 39,1ocated South of Applicant parcel. Part of the Tract 39 is now owned by J0J0, The SUA was established under Savage (LP) prior to the transaction. The SUA remains in effect for the J0J0 Properties parcel. The Savage SUA and Special Warrant Deed are located in the Impact Analysis tab. The J0J0 and Savage parcels are zoned resource lands and natural gas activities are currently located on both parcels. Oxy currently has stormwater mitigations features located on the Savage and 1010 properties. Oxy currently maintains access roads located on the J0J0 parcel. The nearest residence is located approximately 2000 feet to the South on the Savage property. The figure in the Noise Analysis shows the location of the nearest residence. The residence will not incur any impacts from noise and is screened by the natural topography. The Site Plan, showing the Savage property, is located in the Maps and Plans tab. Section 7-1001 B. Setbacks of the Industrial Use Standards Oxy requests a waiver for the Setback Standard of the Industrial Uses Standards, Section 7-1001 (B) of the Garfield County Land Use and Development Code. The proposed site is 10 feet from the adjacent property to the south, the 1010 property. The J0j0 and Savage parcels are zoned resource lands and natural gas activities are currently located on the parcels. Oxy has an established SUA with the J0J0 and Savage parcels. Documents are located in the Impact Analysis tab. Oxy currently has stormwater mitigations features located on the JOJO and Savage properties. The nearest Application Narrative Garfield County Limited Impact Review, 2014 Page 4 of 5 OXY USA WTP LP Pond 10 residence is located approximately 2000 feet to the South on the Savage property. The figure in the Noise Analysis shows the location of the nearest residence. The residence will not incur any impacts from noise and is screened by the natural topography. The Site Plan, showing1010 and Savage properties, is located in the Maps and Plans tab. Section 7-1001 D (3) Storage of the Industrial Use Standards A waiver is being pursued for Standard 7-1001 D. 3. of the Garfield County LUDO, which states storage "Shall be a minimum of 100 feet from an adjacent property line."Three storage sites are proposed for the site. Storage areas #1 and #2 will be located more than 100 feet from adjacent property line. Storage Area #3 is Tess than 100 feet from the adjacent parcel to the south. Storage Area #3 is approximately 32.5 feet from the JOJO parcel. The applicant has an established SUA with the JOJO and Savage properties. Natural gas facilities exist on the adjacent JOJO and Savage properties and Oxy (the Application) has stormwater features located on the adjacent parcels. The Savage SUA and Special Warranty Deed are located in the Impact Analysis tab. The Site Plan detailing Storage Area dimensions is provided in the Maps and Plans tab. Application Narrative Garfield County Limited Impact Review, 2014 Page 5 of 5 6011704 < ,.-qx .170409, araa,nl'xl 109017116111 BTORAGE AREA STORAGE AREA 07090 .00.900199 m'a.5411111,'at 011100.40111.11001.110.510710911011099i �br, yam_ r Mwma,rMra 0110101900.01.1 SWF tI4 kl I.1.0149191 —aw"Y5a STORAGE AREA RETENTION POND Garfield Caanty Roadway Standards + \ \ 1-906 5 1 Y+M owd 11• + Cudield lwldT Standard L meard[MO Pm,51 Mnlmumf1 0. ...demi Lar40 110 Project 45 nllma Meets 3taM1M Omin.Pdrvl4011 as Ma 11 101.40 n/. ,h IA, 5.4015014041 51 M. Na 50 1Jy lie Mre1N1.1IFeel 170,40 03 52050 L 11 5/5050 SM1aAderWtlM{Feed0 ISSUED FOR PERMIT at/ 032014 0 55000 1 IMO Naa 00100/55111110 1111L®sury lar adequate meo-aael 005151,10, Mradegx01 doOrsO MIN 1 Na Na G-711510191)_ E za 1.00 t 2 1.101111 IMulde rm - n/an1i 5 nie ' rya Ce*ie Wed Pie Na ,J. n/. Na .L 5 510100aad"a, 10011? 50 50 Mme[, 50 05 Meets I1NalmumGndal'%/ 02 IE Mean 10 5 Naets 3.1lam 14.500111121 NatwM lned0 Ak 040..1.0 009999 feral 520.02 / Bghl: tl 1000.0.emewrt40drNr111.1 0 450.5,Wa0a.sMntln4rYnge rtPM!alPeMlaPrelzd- f 1. 11? 10991.11000,009101/1110111.11101102:9971.07961 h.MunOI0*5 nwtrus aaln01 OM Irl 11 FaW Wid h. gpl.;9p'.: store rwdssrtan pm�sely00n51rM1 0991010911.00.09. 00G16.1.9.969099001911;9, MM! Frourrar Rex'Mtlassar accuur.APNi£YsaNaeGlEe/110.1.wtwa®a1..vcrun WarsWU00 12140.9011:119ur °wx 10Dun94 111.9111i0106101000Paw 11urmI. 291I 0ccrnva 1119999.19.11111109111110 1101990.91.01.701.10111011.9079.01919 09119 NI 09.4011111070-10941.1.86650 1011111110407.G.910.309.911711.901.317.9.1101.9.01. 91.9.99019 018.16.9 1. MOTU LAMY 01191111.11.11/1019.91.1399994. 11901910 7,01 1001.0716 317990000 NG 9507 F.rxcr ta.swn/��`4 REVISIONS- 0E1CWYmN P 01 BIN AAwn t ' rif rename AlsotorEAM'c •_ a0.a 151 NE. GATE E 4010100 133MEO0GR ROW 0109 Macs POND 100I1'10 DIAGRAM OXY ACc6s5 5040 nun IL" um ISSUED FOR PERMIT at/ 032014 /.6 > , I DNG.ACCNDPLP4.06340 I L 11090111.01101.0179, 09at490 I aneerM OF 1 OXY USA WTP LP Pond 10 Adjacent Landowners for Parcel # 2169-214-00-026 Parcel 213725300007 Chevron USA, Inc. ATTN: CI-IEVRON TEXACO PROPERTY TAX PO BOX 285 HOUSTON, TX, 77001 Zone District: Resource Lands Parcel 213736200952 Parcel 216904100951 Parcel 241311200951 Parcel 241108200954 Parcel 241108100953 Bureau of Land Management COLORADO RIVER VALLEY FIELD OFFICE 2300 RIVER FRONTAGE ROAD SILT, CO, 81652 Zone District: Public Lands Parcel 216904400003 OXYUSAWTPLP 5 GREENWAY PLAZA, SUITE 110 HOUSTON, TX, 77046-0506 Zone District: Resource Lands Parcel 241108200011 1010 PROPERTIES LLC PO BOX 1926 RIFLE, CO, 81650 Zone District: Resource Lands Parcel 216910100020 JOJO PROPERTIES LLC PO BOX 1926 RIFLE, CO, 81650 KOEHLER,DONNAJ PO BOX 300 DEBEQUE, CO, 81630 OXY USA INC PROP TAX DEPARTMENT PO BOX 27570 HOUSTON, TX, 77227-7570 Zone District: Resource Lands Adjacent Landowners Parcel 2169-214-00-026 Garfield County Limited Impact Review, 2014 Page 1 of 2 OXY USA WTP LP Pond 10 Parcel 216911400011 PETROLEUM DEVELOPMENT CORP 1775 SHERMAN STREET SUITE 3000, DENVER, CO, 80203 Zone District: Resource Lands Parcel 216914100022 JOJO PROPERTIES LLC PO BOX 1926 RIFLE, CO, 81650 PRATHER, RICHARD L, LYLE & NED PO BOX 165 DE BEQUE, CO, 81630-0165 KOEHLER, DONNA J PO BOX 300 DEBEQUE, CO, 81630 Zone District: Resource Lands Parcel 216927200017 #15 ENTERPRISES LLC 1218 WEBSTER STREET HOUSTON, TX, 77002 Zone District: Resource Lands Parcel 241101300001 Parcel 241104100002 PUCKETT LAND COMPANY 5460 S QUEBEC STREET, SUITE 25 GREENWOOD VILLAGE, CO, 80111-1917 Zone District: Resource Lands Parcel 241108200019 Parcel 241108200012 SAVAGE LIMITED PARTNERSHIP I & ANDERSON PO BOX 1926 RIFLE, CO, 81650-1926 Zone District: Resource Lands Parcel 216736200023 SHELL FRONTIER OIL & GAS INC SHELL OIL COMPANY PO BOX 4854 HOUSTON, TX, 77010 Zone District: Resource Lands Adjacent Landowners Parcel 2169-214-00-026 Garfield County Limited Impact Review, 2014 Page 2 of 2 "11111kk OXY USA WTP LP OXY 760 Horizon Drive, Suite 101 Mho, Grand Junction, CO 81506 SHELL FRONTIER OIL & GAS INC 216736200023 ELM 213736200952 CHEVRON USA INC 213725300007 CHEVRON USA INC 213725300007 Pond 10 Adjacent Parcels Revised: 4/2/2014 Garfield County, Colorado 0 0.75 1.5 2.25 3 3.75 Miles 216904100951 0 CHEVRON 216701400020 )8W PDC 216911400011 G u JOJO PROPERTIES LLC 216914100022 SHELL FRONTlER•OIL & GAS INC 216738200023 #15;ENTERPRISES jLLC 216927200017 J0J0J13RO.PERT ES LLC 241108200011 PUCKETTILAND COMPANY 241101300001 >f"R47C.0 H a y a f a c o u n f a! 0 Pond 10 Enlarged Below PUCKETTILAND COMPANY 241104100002 98W 5 Miter Gals r Maori WO 7xy Responsible Road Public Road Subject Parcel Adjacent Parcel L Q rig Point 241108200954 C JOJO PROPERTIES LIG 241108200011 6 o w DOJO PROPERTIES LLC 241108200011> '.. SAVAGE LIMITEDPARTNERSHIP.I ' #, 8 AmmE17SQN; GEO RGE M R_EVOCAB_LE 7 U 7.{241108200018 T l� iiia In !Orli lig NM • Recept1on8: 784847 04/21/2010 11:23:55 AM Jean Alberico 1'•,oi 6 Reo Fee:$96.00 Doo Fee:0.00 GARFIELD COUNTY CO SPECIAL WARRANTY DEED Savage Limited Partnership I, Daniel W. Stroock and Sue Stuart MorthnoreErpf Van de Bovenkamp (together, "Grantors"), for no consideration, sell and.convey to DOJO Properties LLC, whose address is P.O. Box 1926, Rifle, Colorado 81650, the property ("Properly") in Garfield County, Colorado, legally described in the attached and incorporated Exhibit A (the "Property"), together with all its appurtenances, including but not limited to all ditches and ditch rights, water and water rights (whether direct flow, storage or underground water rights) appurtenant to or presently or historically used in connection with or adjudicated for use on all or any part of the Property, Grantors warrant title to the Property only against those persons or entities claiming under • . Grantors, subject to general property taxes and assessments for 2010 and all subsequent years, and any and all leases, easements, rights-of-way and other encumbrances of record. EFFECTIVE the /41 day of 1/2/2,) , 2010. GRANTORS: SAVAGE LIMITED PARTNERSHIP I r L, Savage, General Panner Daniel W. Stroock kt3frivli Sue Stuart Mortimore rpf Van de Bovenkam Dec fee $'010a /11/Pl!rtaI editsId(tilr6ce 044/ ! S -1 S ®IIl'�Y�aF rVIAN If VIII Reoeption#; 784947 29 of2520 e0 Fee: 38 00 Mpoo8FeepO,Q3 ICARFIELO COUNTY CO STATE OF COLORADO COUNTY OF GARFIELD ) ss, The foregoing instrument was acknowledged before me this day of 2010, by Joan L. Savage, General Partner of Savage Limited Partnership 1. Witness my hand`and official seat. My commission expires: STATE OF ) ) ss. COUNTY OF ) Notary Public The foregoing instrument was acknowledged before me this . day of 2010, by Daniel W. Stroock. Witness my hand and official seal. My commission expires: STATE OF 3-3 V 0(aK ) COUNTY OF h��7.a ) ss. �u�zt�) Notary Public' CO - The foregoing instrument was acknowledged before me this day of rte+' 4t: L' 2010, by Sue.Stuart Mortimore Erpf Van de Bovenkamp. ,...:..'. Bonn! Witness my hand and official seal. Nola pub . ':" Notary llc,5taf�:- .N��Ydrk-.� No. o1j06j Zt ;•...} : '' • f ;: My commission expires: y1/4.40k-A( 'so mac) ( 0 Qualified In New Yoi`i,Cu inty,;' Comm °n Ex lrCi0 10 Notary Public 1111 mi. v irtMp.i41,mminfle«llacis ®1 IIS ,S ReceptIontk: 784947 04121(2010 11:23:66 AN Jean Alberioo 3 of 6 Roo Fee:$36.00 Doo Fea:0.00 GARFIEIO COUNTY CO SPECIAL WARRANTY DEED Savage Lilnited Partnership I, Daniel W. Stroock and Sue Stuart Mortimore Erpf Van de Bovenknmp (together, "Grantors"), for no consideration, sell and convey to JOJO Properties LLC, whose address is P.O. Box 1926, Rifle, Colorado 81650, the property ("Property") in Garfield County, Colorado, legally described in the attached and incorporated Exhibit A (the "Property"), together with all its appurtenances, including but not limited to all ditches and ditch rights, water and water rights (whether direct flow, storage or underground water rights) appurtenant to or presently or historically used in connection with or adjudicated for use on all or any part of the Property. Grantors warrant title to the Property only against those persons or entities claiming under Grantors, subject to general property taxes and assessments for 2010 and all subsequent years, and any and all leases, easements, rights-of-way and other encumbrances of record. EFFECTIVE the day of , 2010. GRANTORS: SAVAGE LIMITED PARTNERSHIP I Joan L. Savage, General Partner Daniel W, Stroock Sue Stuart Mortimore Erpf Van de Bovenkamp