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HomeMy WebLinkAbout20260605 Docusign Envelope ID: 16CE49EE-AA34-441A-A274-FE8D988BDC37 Use by Special Review (USR) Application Planning Department Use: Date Received: Amount$ Case#Assigned: Application Received By: Planner Assigned: Property Information Is the property currently in violation?ANo/ ❑ Yes Violation Case Number: Parcel Number: 1 2 1 1 _ 0 9 _ 1 _ 0 0 _ 0 2 3 and 121109100022 Site Address: 14900 CR 36 Platteville, CO 80651 Legal Description: PT NE4 9-3-66 LOT B REC EXEMPT RE-4639 Section: 9 , Township 3 N, Range 66 W Zoning District: A Acreage: 34.86 Within subdivision or townsite? No/ ❑ Yes Name: Water (well permit# or water district tap #): 36151 Sewer (On-site wastewater treatment system permit#or sewer account#): SE-9800068 Floodplain X(No / ❑ Yes Geological Hazard (it No/ ❑ Yes Airport Overlay "Xl.No / ❑ Yes Project USR Use being applied for: Battery Energy Storage Name of proposed business: Windy Bluff Resiliency LLC Property Owner(s) (Attach additional sheets if necessary.) Name: Robert Anderson Company: Phone #: 970-371-8621 Email: bobtricity2110@aol_com Street Address: 14900 CR 36 City/State/Zip Code: Platteville, CO 80651 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: -Jack Gadshau__ Company:Windy Bluff Resiliency LLC Phone #: 512-364-8125 Email: kurt.nelson@jupiterpower.io Street Address: 1108 Lavaca St. Ste. 110-349 City/State/Zip Code:Austin, TX, 78701 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my(our)knowledge.All fee owners of the property must sign this application, or if an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. -DocuSigned by: Signed b Gadsl�a�.l, 10/17/2025 C��� 10/17/2025 �BF3E56F2OFBF4CD_.. 9F0594240CB349A.. Signature Windy Bluff Resiliency LLC Date Signature Date Jack Godshall _ Vice President Robert Anderson Print Print Departments of Planning 8 , Building, Development Review jr0,, and Environmental Health IT' [;���` .'� ti. 1402 N 17TH Avenue ..z _, cl ' '1 j � r P.O. Box 758 r Greeley, CO 80632 Cj_ �T' Authorization Form I, (We), ;Gco6 c' .-'r Atekt.S'O,J , give permission to Windy Bluff Resiliency LLC (Owner—please print) (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at (address or parcel number)below: 14900 CR 36, Platteville, CO 80651 Legal Description: PT NE4 9-3-66 LOT B REC EXEMPT RE-4639 of Section 9 , Township 3 N, Range 66 w Subdivision Name: N/A Lot N/A Block N/A Property Owners Information: Address: 1'/9Wr) ,,2 76, Pf yid-, . ,9c)cs' / Phone: 9'7c1--3 V- 8ez/ E-mail: Oicfrrf'r' 1/-"v2.i1 o`1 0/. Cc9/ u. Authorized Agent/Applicant Contact Information: : Address: as Y Ai Mai& &i) . (4 k cT- --1:0 6 . Chi CA?p ; : L 60 k 610 Phone: `ji +,— nc '" 9id.J E-Mail: ih‘Orlt • OkLsOh v?e" tY tst A.) ,i' , i Correspondence to be sent to: Owner Authorized Agent/Applicant by: Mail 1 Email )< Additional Info: I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document,that the information stated above is true and correct to the best of my(our) knowledge. ._; 4?caeg--/2•ZS dk 1)/k ��.r-Date Date Owner Signature Owner Signature Subscribed and sworn to before me this tnj 0 day of ,A1}(3��3/C , 20 as. by R6berk Ando-a � V My commission expires f i lot)6093 Notary Pub is HEATHER pIFJf141olYPK' CATE OF COLORAOO NOTARY el 202.1 01T5M0 1. Explain the proposed use and business name. Windy Bluff Resiliency LLC is proposing to construct and operate the Windy Bluff Energy Storage Project (Project), an up to 125 Megawatt (MW) utility scale battery energy storage system (BESS) within unincorporated Weld County, Colorado. The project would connect to the existing 115- kilovolt (kV) Vasquez Substation owned by Xcel/Public Service Commission of Colorado (PSCO) directly adjacent to the Project site to the north via an overhead transmission line. 2. Explain the need for the proposed use. The Project would provide additional capacity and ancillary services to the electrical grid to assist with consistent and reliable energy during periods of peak demand by charging when demand is low and discharging when demand is high, thereby enhancing grid reliability. This accommodates future integration of intermittent energy sources, and reduces the stress on existing dispatchable power resources, like natural gas power plants, during times of peak demand. 3. Describe the current and previous use of the land. The project site is primarily used for grazing. 4. Describe the proximity of the proposed use to residences. The landowner lives directly adjacent to the project on the northwest side. The closest residence on the northwestern side is approximately 95 feet from the Project boundary with the nearest battery located approximately 150 feet east of the residence. Directly north is the Vasquez Substation and o the east the nearest residence is approximately 255 feet away. 5. Describe the surrounding land uses of the site and how the proposed use is compatible with them. Surrounding land uses include agricultural and farm grazing operations, with an irrigation ditch providing non-potable water adjacent to the project's western property line, interspersed with energy infrastructure. The Vasquez Substation is located north of the Project with its associated infrastructure consisting of transmission and distribution lines and poles running along the northern and eastern borders of the Project. In addition, several community solar installations are currently operating within one mile of the site,as are over a dozen oil &gas installations of various types and sizes. This Project would connect to the existing 115-kilovolt (kV) Vasquez Substation and provide additional capacity to the electrical grid. 6. Describe the hours and days of operation (i.e. Monday thru Friday 8:00 a.m.to 5:00 p.m.). Once constructed, the Project is expected to operate 7 days per week, 365 days per year. The facility would be remotely monitored by Jupiter or an affiliated company. The Project's daily operations would be monitored remotely through a SCADA/EMS system.There will be a single-story shelter building for the weekly operational inspections, paperwork, and equipment which will also house the SCADA/EMS hardware, relays, and battery backup systems (approximately 400 to 700 square feet and a height of about 15 feet) near the collector substation. The Project would also include up to three conditioned trailers of approximately similar size and dimensions as a 40-foot 60498433.1/073674.0002 International Organization for Standardization (ISO) enclosure, which are intended to be used for operations and maintenance personnel for parts storage and temporary workstations. Periodic augmentation of batteries within the Project site would occur to maintain the capacity over an approximate 30-year life. Occasionally, on-site maintenance would be required, which would include replacement of inverter power modules, filters, and miscellaneous electrical repairs on a scheduled and as-needed basis. No permanent sanitary facilities would be required. 7. Describe the number of employees including full-time, part-time and contractors. If shift work is proposed, detail number of employees,schedule and duration of shifts. The Project is anticipated to be built over an approximately 18-month period from the onset of site preparation activities through testing and commissioning of the facility. It is anticipated that construction crews would work 8 or 10 hours per day, with work occurring Monday through Friday. Overtime and weekend work would be used only as necessary to meet scheduled milestones or accelerate schedule and would comply with applicable Colorado labor laws and County limitations on working hours. Estimated durations of construction activities are presented in Table 1. Table 1. Estimated Construction Activity Duration and Workforce for Each Phase Expected Construction Workforce Construction Activity Approximate Duration (Number of Employees) Site Preparation 4 weeks 60 Grading 4 weeks 60 BESS Installation 24 weeks 60 Project substation installation 12 weeks 60 Perimeter walls and gate construction 8 weeks 60 Interconnection installation 3 weeks 20 Commissioning 6 weeks 20 During Project operation, there will be approximately two full time technicians to complete operation and maintenance on the project site periodically for switching and other operation activities. Routine operations would require a light utility truck to visit the facility on a weekly basis. Typically, one major maintenance inspection would take place annually. 8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time. The project site will not be open to the public. 9. List the types and maximum numbers of animals to be on the site at any one time (for dairies, livestock confinement operations, kennels, etc.). No animals will be permitted on site. 60498433.1/073674.0002 10. List the types and number of operating and processing equipment. POWER CONVERSION SYSTEMS, OR PCS -A PCS IS MADE UP OF AN INVERTER THAT TRANSFORMS THE DC VOLTAGE FROM THE BESS TO AC VOLTAGE FOR USE IN THE ELECTRICAL GRID,WHICH IS THEN STEPPED UP TO A HIGHER VOLTAGE VIA A MEDIUM VOLTAGE TRANSFORMER THAT THE PROJECT SUBSTATION CAN BETTER UTILIZE. -294-BATTERY ENERGY STORAGE SYSTEMS OR BESS -A BESS IS A SYSTEM OF MODULES MADE SPECIFICALLY FOR ENERGY STORAGE. USUALLY,THE UNITS ARE MADE UP OF MANY RACKS OF MODULES THAT ARE PULLATED WITH MULTIPLE CELLS. THE BESS'S FUNCTION IS TO STORE DC ENERGY UNTIL THE GRID SYSTEMS NEEDS IT. -1- PROJECT SUBSTATION -SEVERAL ELECTRICAL COMPONENTS, INCLUDING A MAIN POWER TRANSFER (MPT),A HIGH VOLTAGE BREAKER (HV BREAKER),AND NUMEROUS OTHER ELECTRICAL PROTECTION DEVICES, MAKE UP THE PROJECT SUBSTATION. -MPT IS REQUIRED TO INCREASE THE SITE VOLTAGE FROM THE PCS TO THE GRID LEVEL VOLTAGE. -AN HV BREAKER IS LOCATED ON THE HIGH VOLTAGE BUS AND IS A SYSTEM PROTECTION DEVICE. 11. List the types, number and uses of the existing and proposed structures. There are currently no existing structures. Proposed structures are listed above in response to question 10. 12. Describe the size of any stockpile,storage or waste areas. There is no on-site storage of fuel, wastes, explosives or chemicals. 13. Describe the method and time schedule of removal or disposal of debris,junk and other wastes associated with the proposed use. A Waste Handling Plan has been prepared for the Project and includes details related to method and scheduling of waste removal. 14. Include a timetable showing the periods of time required for the construction of the operation. See table for question 7 above. 60498433.1/073674.0002 15. Describe the proposed and existing lot surface type and the square footage of each type (i.e. asphalt, gravel, landscaping, dirt, grass, buildings). The site is being developed completely with crushed stone base for the access roads and stabilizing ground cover for the units. This is proposed to accommodate the light use of maintenance vehicles and to support emergency services equipment should a need arise . The perimeter will be revegetated/landscaped with native grasses for ground and dust control measures. 16. How many parking spaces are proposed? How many handicap-accessible parking spaces are proposed? There are no formal parking spaces due to the intermittent nature of personnel maintenance visits. The roadways and laydown area are ample enough to allow for parking adjacent to the units as they are being maintained or inspected. 17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. The perimeter of the Project will be enclosed by an opaque barrier. The Applicant is interested to work with the county to implement the most appropriate screening solution for this site. 18. Describe the existing and proposed landscaping for the site. A Landscape and Screening Plan has been prepared for the Project and includes details related to any proposed landscaping for the site. d19. Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. A Decommissioning Plan has been prepared for the Project and includes details as to how decommissioning and reclamation of the site would occur upon cessation of the Use by Special Review activity. 20. Describe the proposed fire protection measures. Fire detection measures are intrinsically incorporated into the BESS cabinet Project design in accordance with the latest National Fire Protection Association (NFPA)safety standards.The BESS have undergone testing to UL 9540A, Standard for Test Method for Evaluating Thermal Runaway Fire Propagation in BESS and are certified to multiple UL standards. In addition, the cabinet is designed for protection against particulates and water intrusion, with built-in safety measures. These measures include smoke, fire, and gas detection within each cabinet that will be monitored by a fire alarm control panel that will relay signals to a remote monitoring station. Each BESS cabinet is also equipped with exterior fire alarm notification appliances to alert any maintenance personnel of a thermal event. Should a thermal event occur, the BESS cabinets and facility are designed to inhibit fire propagation from one cabinet to another or to adjacent exposures via appropriate separation distances/setbacks. 60498433.1/073674.0002 A fire resulting from a thermal event would be similar to a Class A structure fire, which is the same class as a house fire, and would not contain any unique or atypical gases beyond what would be found in the combustion of modern combustible materials, such as plastics. In addition, the electrolyte added to the cells during manufacturing is not a free-flowing electrolyte like those seen in other battery technologies, which reduces the risk of material leaking from the cell even if water is applied to the exterior of the cabinet by the fire department for exposure cooling protection. Lastly, each BESS cabinet contains an onboard battery management system that monitors the appropriate state of individual battery cells, and the information is sent to a 365/24/7 remote monitoring station. In the event of an anomaly, the battery management system is designed to initiate automatic isolation procedures for the affected cabinet. The Platteville-Gilcrest Fire Protection District has reviewed and approved the proposed fire protection measures for the Project. 21. Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. The Project is consistent with Weld County's Comprehensive Plan across its guiding principals and its land use, economic development, environmental, and natural resource goals & objectives. Colorado's electric grid is a complex system providing power to Colorado residents,and it is under increasing strain from load growth and a changing energy mix. Utility-scale BESS technologies supports energy management, backup power, load leveling,frequency regulation,voltage support, and grid stabilization, which in turn helps agricultural and rural areas by improving reliability, lowering energy costs, and optimizing water use. By providing additional capacity to the electrical grid to assist with serving demand load during periods of peak demand by charging when demand is low and discharging when demand is high, the Project benefits both agricultural and non- agricultural consumers. By improving reliability, lowering energy costs, and providing grid stabilization in addition to other benefits, the Project is a commitment to the economic future of agriculture in Weld County and is consistent with the Comprehensive Plan's guiding principal of respecting agricultural heritage. Land uses surrounding the Project include agriculture, rural residential, oil and gas facilities, and community solar farms. The Project's proposed siting is as close as possible to the existing Vasquez Substation and our goal has been to preserve agricultural areas and maintain the rural landscape through buffering, setbacks, and screening. Not only does this approach avoid any inhibiting of agricultural production or operations, but the Project's minimal use of water resources furthers respect for the County's existing agricultural practices. The Project is not only consistent with but supports Weld County's Right-to-Farm Statement. By siting the Project as close as possible to the existing Vasquez Substation, the Project is in harmony with surrounding land uses and by use of private land for the Project and the proposed facility aligns with the Comprehensive Plan's guiding principal of respecting private property rights. This aggregation of energy focused parcels preserves land for agriculture, rangeland, wetlands, and other critical habitats. Careful project planning ensures adequate access and the Project will have no impact on applicable transportation plans or other similar projects adopted by Weld County. 60498433.1/073674.0002 The Project also supports Weld County's economic development goals and objectives. Utility-scale BESS technologies enables economic activity in the area by creating sustainable and consistent access to energy for agriculture and future development needs, and the proposed interconnection with PSCo is directly in line with Weld County's goal of fostering partnerships that increase the predictability and certainty of economic development. Co-locating energy assets near existing grid infrastructure also supports Weld County's objective of encouraging the agglomeration of synergistic businesses. Specific to the Project, the Comprehensive Plan has enumerated natural resource goals and objectives, including the support of responsible energy and mineral development, and the Project is consistent with these goals by conserving land and minimizing the impact on surrounding land and existing land uses, by coordinating energy development with seasonal production schedules associated with agricultural activity, and by ensuring that energy development facilities preserves agricultural areas. Moreover, the Project is not impacting any wetlands or critical habitat and its surface layout avoids any impact on mineral extraction needs. In regard to the Comprehensive Plan Map, the Project is located within the Urban-Non Urban Mix designation, outside of all designated subareas, and would support any non-urban scale development. 22. Explain how this proposal is consistent with the intent of the zone district in which it is located. (Intent statements can be found at the beginning of each zone district section in Article III of Chapter 23 of the Weld County Code.) The Project site is designated A (Agricultural) Zone District, the stated purpose of which is to "maintain and promote agriculture as an essential feature of the County...[,] and intended to provide areas for the conduct of agricultural activities and activities related to agriculture and agricultural production, and for areas for natural resource extraction and energy development, without the interference of other, incompatible land USES." A utility-scale BESS project complies with the intent of the Agricultural Zone District regulations, particularly in its intent to provide areas for energy development, and we have not discovered any anticipated interference with other uses or be an incompatible land use, especially given the Project's proximity to the Vasquez Substation, and the Project uniformly benefits both agricultural and non-agricultural consumers. By supporting energy management, backup power, load leveling, frequency regulation, voltage support, and grid stabilization, the Project supports agricultural areas and provides additional capacity to the electrical grid to assist with serving demand load during periods of peak demand. 23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. As noted, utility-scale BESS technologies enables economic activity in the area by creating sustainable access to energy for agriculture and future development needs, and the proposed interconnection with PSCo increases the predictability and certainty of economic development. By increasing grid capacity,this area of Weld County will be more adequately prepared to support any type of infrastructure to be developed in the future. 60498433.1/073674.0002 24.Explain how this proposal impacts the protection of the health,safety and welfare of the inhabitants of the neighborhood and the County. There are no anticipated impacts to the protection of the health, safety and welfare of the inhabitants of the neighborhood and Weld County. During normal operations, the Project will not use groundwater. The Project does not produce fumes, pollution, odor, dust, or other offsite impacts that would affect nearby homes or businesses, and the Project facility is also designed to contain any fire-related incident and associated hazards to within the project site. Moreover, non- agricultural consumers will greatly benefit from improving reliability created by the Project's energy management, backup power, and grid stabilization, especially during peak seasonal temperature swings. 25. Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts to conserve prime agricultural land in the locational decision for the proposed use. The Platte Valley Ditch is adjacent to the site to the southwest.The Project is coordinating with the Farmers Reservoir& Irrigation Company to ensure compliance with its Design Review Manual and to ensure proper measures are being taken to avoid impacts. Additionally, the Project will be designed in an efficient manner in order to occupy as little land as possible in an effort to conserve prime agricultural land in the region, including by locating it as close as possible to the existing Vasquez Substation. Additionally, the Project's Decommissioning Plan describes the precautions that will be taken to convert the Project site back to agricultural land at the end of the facilities' useful life. 26. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District (Airport, Geologic Hazard, or Historic Townsites Overlay Districts)or a Special Flood Hazard Area identified by maps officially adopted by the County. The Project site is not located within any overlay zoning districts or a special flood hazard area. 27. Detail known State or Federal permits required for your proposed use(s) and the status of each permit. Provide a copy of any application or permit. The only state permit that will be required for the project is the CDPHE Construction Stormwater Discharge Permit. No federal permits are expected to be required for the project. 60498433.1/073674.0002 Use by Special Review(USR) Environmental Health Questionnaire 1. There is an existing well on site, which corresponds to Well Permit 36151, which can be find in Attachment 18. However, the Project will not use water from the existing well and will not make any changes to it. The Well Permit is included simply as reference. 2. There is existing septic infrastructure on site corresponding to Septic Permit#SE- 9800068,which can be seen in Attachment 18. However, the Project will not use any the existing septic infrastructure and will not make any changes to it.The Septic Permit is included simply as a reference. 3. There is no large-scale storage or warehousing proposed for the site. However, the Project would include up to three air-conditioned trailers of approximately similar size and dimension to a 40-foot International Organization for Standardization (ISO) enclosure, which would be used for spare parts storage. 4. There is no storage and/or stockpile of wastes, chemicals, and/or petroleum on the site. 5. Small amounts of fuel for landscaping equipment, maintenance equipment, backup generators, etc., may be stored on site. 6. There will be no washing of vehicles or equipment on site. 7. There will be no floor drains on site. 8. The planned BESS facility will not produce any air emissions. 9. Not applicable. 10. Nuisance management plan related to noxious weeds attached to larger application. 11. Feel free to let us know if there are additional questions for our BESS use. Use by Special Review (USR) Development Review Questionnaire Answer the following questions per Section 8-11-40, Appendix 8-Q, and Section 8-14-10 of the Weld County Code. Please type on a separate sheet. If a question does not pertain to your proposal, please respond with an explanation — do not leave questions blank. 1. Describe the access location and applicable use types (i.e., agricultural, residential, commercial/industrial, and/or oil and gas) of all existing and proposed accesses to the parcel. Include the approximate distance each access is (or will be if proposed) from an intersecting county road. State that no existing access is present or that no new access is proposed, if applicable. 2. Describe any anticipated change(s) to an existing access, if applicable. 3. Describe in detail any existing or proposed access gate including its location. 4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include the approximate distance each access is from an intersecting county road. 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. 6. Describe any horizontal curve (using terms like mild curve, sharp curve, reverse curve, etc.) in the vicinity of an existing or proposed access. 7. Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in the vicinity of an existing or proposed access. Contact List Access Permits: Jennifer Fuller jfuller©weld.gov (970) 400-3728 Stephanie Flores sflores©weld.gov (970) 400-3718 Improvements Agreements: Jazmyn Trujillo-Martinezjtrujillomartinez@weld.gov (970) 400-3711 Right-of-Way Permits: Amy Mutchie amutchie©weld.gov (970) 400-3764 MS4 Requirements: Lyndsay Holbrook Iolbrook@weld.gov (970) 400-3788 Development Review (Engineering): Mike McRoberts mmcroberts@weld.gov (970) 400-3798 Dan Campbell dcampbe112@weld.gov (970) 400-3808 Aaron Maurice amaurice@weld.gov (970) 400-3588 Use by Special Review (USR) - Windy Bluff Resiliency LLC Development Review Questionnaire 1. The proposed access roads extend from the Eastern edge of the parcel to county road 31 - one at the northern end of the project and one at the southern end. The use would comply with Weld County's traffic and road standards as well as guidelines set by the fire department. All project access roads will be 26 feet in width, as requested by the fire department. Both proposed entrances directly intersect county road 31; no existing access is present. 2. N/A; no existing access roads. 3. There is no access gate on the parcel currently. Proposed access gates for the project will be added to both aforementioned project entry sites along the eastern edge of the parcel and will comply with Weld County's traffic and road standards, as well as guidelines set by the fire department. 4. To the North, across county road 36, the Vazquez substation contains an access road immediately facing towards the proposed project parcel. Otherwise, the project is surrounded by farmland on three sides. None of these three parcels contain access roads which could be considered adjacent/perpendicular to the proposed project parcel. Each parcel's entrance(s) directly intersect either county road 31 or county road 36. 5. There are no obstructions to visibility at locations of proposed accesses. 6. Both access roads will be directly perpendicular to county road 31 with no curves. 7. The topography is close to flat—there is very little elevation change. The slight grade travels from North to South. Use by Special Review (USR) Building Department Questionnaire 1. List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the square footage. 2. Explain how the existing structure will be used for this USR. 3. List the proposed uses(s) of each structure. Use by Special Review(USR) Building Department Questionnaire 1. List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the square footage. No structures currently exist on the parcel. Two types of structures are proposed: one single-story project control shelter(400-700 sqft) and three ISO containers for additional equipment storage (approximately 320 sqft each). The other project equipment on site does not qualify as occupiable structures because they are not physically capable of occupying a person within the equipment. 2. Explain how the existing structure will be used for this USR. The existing house will not impact site plans for this USR. 3. List the proposed uses(s) of each structure The single-story control shelter will house project operations and control equipment. The ISO container will contain storage for spare parts and equipment as needed for operations and maintenance personnel. Development Standards Statement The statement shall demonstrate how the proposed facility complies with the following development standards for Solar Energy Facilities: 1. Height limitation. Ground-mounted solar collectors shall not exceed twenty-five (25)feet in height, measured from the highest grade below each solar panel to the highest extent of the solar panel rotation. a. All facility structures (as defined; i.e., excluding poles, lines, cables, and distribution facilities) comply with the 25-foot height limitation.The tallest structure is the Main Power Transformer, which stands 20.68 feet tall. All remaining equipment, including battery containers and power conversion equipment, stands under 10 feet tall. 2. Glare. Concentrated solar glare from solar collectors shall not be directed toward or onto nearby properties or roadways at any time of the day. • N/A 3. Setbacks. The improved area shall conform to the setback requirements of the underlying zone. Additionally, the improved area must be at least five hundred (500)feet from existing residential buildings and residential lots of a platted subdivision or planned unit development.The residential setback requirement may be reduced if appropriate screening through landscape or an opaque fence is installed, or upon submittal to Weld County of a waiver or informed consent signed by the residence owner agreeing to the lesser setback. If landscaping or opaque fencing is substituted for setback, a landscaping plan or fencing plan shall first be submitted to and approved by the Department of Planning Services. • In preliminary discussions with Weld County Planning and Zoning, it was requested that the project not be surrounded by a chain-link fence, but instead an opaque screening barrier. In response to this request, the improved area will be surrounded by a wall as part of our present design to reduce visual impacts on residences. As the project advances, the Windy Bluff team will continue to coordinate with the Planning Department on any necessary changes to the visual screening plan. 4. Dust mitigation. The operators of the 5 ACRE SEF shall continuously employ the practices for control of fugitive dust detailed in their dust mitigation plan submitted as required by Subsection B.2., above. • Please see the the Dust and Weed Mitigation Plan for a discussion on dust control measures planned for the Project. The applicant will collaborate with the Department of Planning Services on any adjustments that may be required to these plans in order to comply with their standards. 5. Underground cables. All electrical cables on the improved area shall be buried, except for direct current string wires that connect between solar collectors, direct current collection circuits between rows of solar arrays that are no more than four(4)feet above grade crossings, substations, switchyards, and circuit voltages greater than 34.5 kilovolts (where necessary). • It is standard procedure for both AC and DC BESS cabling to be buried.The applicant will maintain this standard at this location and will ensure that the project design complies with the County's regulations. 6. Fencing.The 5 ACRE SEF shall be enclosed with a security fence as approved pursuant to a fencing plan submitted to the Department of Planning Services. Appropriate signage shall be placed upon such fencing that warns the public of the high voltage therein. • A full fencing and signage plan will be submitted to the Department of Planning Services for approval.The applicant will collaborate with the Department on any adjustments that may be required to these plans in order to comply with County standards. 7. Stormwater management.The Operator of the 5 ACRE SEF shall submit a drainage report to comply with required Storm Drainage Criteria pursuant to Chapter 8,Article XI of this Code. Additional requirements for Municipal Separate Storm Sewer System (MS4) areas may be applicable pursuant to Chapter 8, Article IX of this Code. Ground-mounted solar collector systems shall be exempt from impervious surface calculations if the soil under the collectors is designated hydrologic A or B soil groups by the Natural Resources Conservation Service (NRCS). • The applicant accounted for Stormwater Management in the submitted Preliminary Drainage Design and Plan. The applicant will collaborate with the Department of Planning Services on any adjustments that may be required to these plans in order to comply with their standards. 8. Access permit. Prior to construction of the 5 ACRE SEF, the applicant shall apply for and obtain an approved Access Permit from the Weld County Department of Public Works, pursuant to the provisions of Article XIV of Chapter 8 of this Code. • The applicant will submit an application for an Access Permit to meet the standards of the Weld County Department of Public Works.The applicant anticipates submitting this application prior to the start of construction. 9. Existing irrigation systems.The nature and location or expansion of the 5 ACRE SEF must not unreasonably interfere with any irrigation systems on or adjacent to the solar facility. • There are no existing irrigation systems on the Property and the Project will not unreasonably interfere with any adjacent irrigation systems. FOR COMMERCIAL OR INDUSTRIAL BUILDINGS, PLEASE COMPLETE THE FOLLOWING INFORMATION: Business Name: Phone: Address: City, state, zip: Business Owner: Phone: Home Address: City, state, zip: List up to three persons in the order to be called in the event of an emergency: Name Title Phone Address Business Hours: Days: Utility Shut Off Locations: Main Electrical: Gas Shut Off: Exterior Water Shutoff: Interior Water Shutoff: 01/24 12 Weld County Treasurer Statement of Taxes Due Account Number R5313208 Parcel 121109100022 Assessed To ANDERSON ROBERT R 14900 COUNTY ROAD 36 PLATTEVILLE,CO 80651-8322 Legal Description Situs Address PT NE4 9-3-66 LOT A REC EXEMPT RE-4639 Year Tax Interest Fees _ Payments Balance Tax Charge 2024 _ $7.32 $0 15 $5.00 ($12.47) $0.00 Total Tax Charge $0.00 Grand Total Due as of 12/08/2025 $0.00 COLLECT $5.00 Tax Billed at 2024 Rates for Tax Area 2191-2191 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15 9560000* $2.25 AG-DRY FARM LAND $481 $130 SCHOOL DIST RE1-GILCREST 16 0210000 $2.24 AG-WASTE LAND $3 $10 NORTHERN COLORADO WATER 1 0000000 $0.14 Total $484 $140 (NC CENTRAL COLORADO WATER 1 0170000 $0.14 (CCW CENTRAL COLORADO WATER 1 5070000 $0.21 SUBD PLATTEVILLE-GILCREST FIRE 7 2920000 $1.02 AIMS JUNIOR COLLEGE 6 3050000 $0.88 HIGH PLAINS LIBRARY 3 1790000 $0.44 Taxes Billed 2024 52 2770000 $7 32 *Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY, REAL PROPERTY,AND MOBILE HOMES-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer's Office N.., 1400 N 17th Avenue 'f' ��+ PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Signed: Date: i F ark Weld County Treasurer Statement of Taxes Due Account Number R5313308 Parcel 121109100023 Assessed To ANDERSON ROBERT 14900 COUNTY ROAD 36 PLATTEVILLE,CO 80651-8322 Legal Description Situs Address PT NE4 9-3-66 LOT B REC EXEMPT RE-4639 14900 COUNTY ROAD 36 WELD Year Tax Interest Fees Payments Balance Tax Charge 2024 _ $1,755.98 $35.12 $20 00 ($1,811.10) $0 00 Total Tax Charge $0 00 Grand Total Due as of 12/08/2025 $0.00 Tax Billed at 2024 Rates for Tax Area 2191-2191 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15 9560000* $535 98 AG-DRY FARM LAND $2,691 $710 SCHOOL DIST REI-GILCREST 16 0210000 S538 13 AG-WASTE LAND $13 $10 NORTHERN COLORADO WATER 1.0000000 $33 59 FARM/RANCH $489,845 $32,820 (NC RESIDENCE-IMPS CENTRAL COLORADO WATER 1 0170000 $34.16 OTHER BLDGS- $14,166 $3,740 (CCW AGRICULTURAL CENTRAL COLORADO WATER 1 5070000 $50 61 Total $506,715 $37,280 SUBD PLAT"I'EVILLS-GILCREST FIRE 7 2920000 S244 94 AIMS JUNIOR COLLEGE 6 3050000 $211 78 HIGH PLAINS LIBRARY 3 1790000 $106.79 Taxes Billed 2024 52 2770000 $1,755.98 *Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY, REAL PROPERTY,AND MOBILE HOMES-AUGUST 1 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS. PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 r Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Signed: i Date: f 2 U s C Oc25 Project Description WindyBluff Energy Storage Project OCTOBER 2025 For submittal to: COUNTY OF WELD 1150 U Street Greeley, Colorado 80631 Prepared and submitted by: DUDEK 1001 Bannock Street, Suite 231 Denver, Colorado 80204 On behalf of: WINDY BLUFF RESILIENCY LLC DUDEK.COM Table of Contents SECTION PAGE NO. Acronyms and Abbreviations iii 1 Summary 1 2 Introduction 3 2.1 Project Location 3 2.2 Project Objectives 3 3 Project Setting 5 3.1 Land Use and Zoning 5 3.2 Biological Resources 5 3.3 Wetlands 5 3.4 Noise 6 3.5 Visual Resources 6 3.6 Air Quality 6 4 Project Characteristics 7 4.1 Battery Energy Storage System 7 4.1.1 Fire Protection System 8 4.1.2 Battery Energy Storage System Enclosures and Controller 9 4.1.3 Power Conversion System 10 4.2 Project Substation and Xcel Substation 10 4.3 Operations and Maintenance 10 4.4 Transmission Line 11 4.5 Perimeter Fencing,Signage, Landscaping, Lighting, and Access 11 4.6 Construction 11 4.7 Traffic 12 4.8 Water Use 12 4.9 Decommissioning 12 5 Representative Project Photos 13 6 References 15 EXHIBITS 1 Battery Energy Storage System Components 8 2 Overview of a Typical Battery Energy Storage Enclosure 13 3 Jupiter Power's Callisto I Energy Center in Houston,Texas 14 DUDEK 12995.47 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION FIGURES 1 Project Site 17 2 Zoning 19 D U D E K 12995.47 ii OCTOBER 2025 Acronyms and Abbreviations Acronym/Abbreviation Definition AC alternating current BESS battery energy storage system County County of Weld dBA A-weighted decibel DC direct current gen-tie generation transmission NFPA National Fire Protection Association NHD National Hydrography Dataset NWI National Wetlands Inventory PCS power conversion system Project Windy Bluff Energy Storage Project SCADA supervisory control and data acquisition USFWS U.S. Fish and Wildlife Service Windy Bluff Windy Bluff Resiliency LLC Xcel Xcel Energy D U D E K 12995.47 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION INTENTIONALLY LEFT BLANK D U D E K 12995.47 iv OCTOBER 2025 1 Summary Windy Bluff Resiliency LLC (Windy Bluff) is a wholly owned subsidiary of Jupiter Power. Jupiter Power is an energy infrastructure company focused on the development, ownership, and operation of utility-scale battery storage projects in the United States. Led by an experienced management team, Jupiter Power has 13 battery storage projects totaling 2,395 megawatt-hours currently in construction or commercial operation (as of 2025), and more than 12,000 megawatts in development across the United States. Windy Bluff is proposing to construct and operate the Windy Bluff Energy Storage Project (Project), a utility-scale battery energy storage system (BESS), in Weld County,Colorado.The Project is expected to be up to 125 megawatts and would connect to the existing 115-kilovolt Xcel Energy (Xcel) Vasquez Substation located directly adjacent to the Project site to the north via a generation transmission (gen-tie) line. The Project would provide additional capacity to the electrical grid to assist with serving demand load during periods of peak demand by charging when demand is low and discharging when demand is high. Batteries are fast acting and capable of responding within fractions of a second to stabilize and support a high-quality and reliable electric grid. This Project description was prepared to provide an overview of the facilities that are proposed to be constructed and operated as part of the Project. A Project Site Plan has been provided under separate cover. D U D E K 12995.47 1 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION INTENTIONALLY LEFT BLANK D U D E K 12995.47 2 OCTOBER 2025 2 Introduction 2. 1 Project Location The Project site consists of an approximately 15-acre property(Assessor's Parcel Number C) located at the corner of County Road 31 and County Road 36 within unincorporated Weld County(see Figure 1, Project Site).The Project site is adjacent to the Xcel Vasquez Substation to the north across from County Road 36, rural agricultural property to the west and south, and County Road 31 and rural agricultural property to the east. Surrounding land uses include agriculture, rural residential, oil and gas facilities, and community solar farms. 2.2 Project Objectives Colorado's electric grid is a complex system providing power to Colorado residents,and it is under increasing strain from load growth and a changing energy mix. Grid energy storage technologies (e.g., batteries) provide services such as energy management, backup power, load leveling, frequency regulation, voltage support, and grid stabilization. A host of energy storage facilities is necessary to provide all of these services to the grid effectively. As noted by the U.S. Department of Energy, energy storage can reduce the need for major new transmission grid construction, and augment the performance of existing transmission and distribution assets. In addition, energy storage will play a significant role in emergency preparedness and increasing overall grid resilience(USDOE 2024). BESSs charge when there is an abundance of power available, and discharge the power back to the grid when demand for power becomes high. The technology is advancing rapidly as a grid resource, and can support system load balancing when sun and wind resources are only intermittently available. Power from solar and wind are often produced at different times of the day,which may not align with peak demand. Energy storage can be used to fill in the gaps when those resources may not be generating as much power. Regardless of the energy mix on the grid, energy storage allows grid operators to manage the existing and future power grid more effectively. Due to increasing energy demands in the region and to Colorado's clean energy mandates—which increase the need for energy storage to balance the power grid—Xcel is actively soliciting BESSs,such as the Project,to serve as load balancing systems on the electric grid. The Vasquez Substation, where the Project is proposed, is a critical location on Xcel's grid due to its proximity to intermittent renewable projects to the east and urban load in Gilcrest, Platteville, and Fort Lupton to the north, west, and south.A BESS at the Vasquez Substation would help to improve the overall reliability and resiliency of Weld County's and the region's power grid. Construction of the Project would accomplish the following: • Enhance grid reliability in the region by providing a new and incremental capacity resource that can be used by Xcel to minimize reliance on the transmission system during periods of peak demand or transmission contingencies. • Accommodate increasing amounts of intermittent renewable energy generation that often is not available during the early evening when energy demand is often the highest. • Provide economic benefit to the County of Weld (County), the region, and the state through construction jobs, property and sales taxes,construction and maintenance services,and improved energy efficiency and reliability. D U D E K 12995.47 3 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION In addition to the benefits to the region and Colorado,the Project would provide the following benefits specific to the County: ■ Significant annual property tax revenues payable to the County. ■ Local benefits to the County from having the storage facility located within Weld County. This would help the entire region, but it would also benefit the County by maintaining the reliability and resiliency of the grid locally. ■ Significant economic benefits without burdening local transportation infrastructure, water supply, sewage infrastructure, or local public services. D U D E K 12995.47 4 OCTOBER 2025 3 Project Setting 3. 1 Land Use and Zoning The Project site was selected because it is adjacent to the Xcel Vasquez Substation and associated transmission infrastructure, which would allow the Project to interconnect into Xcel's transmission and distribution system without creating lengthy connections ("drops") that would be created if the site were farther from the substation. This proximity to the substation helps to minimize the land use impacts that the Project might otherwise create. The Project site is in the Agricultural (A) zone (see Figure 2, Zoning). The parcels surrounding the Project site are also zoned A(County of Weld 2025).The Xcel Vasquez Substation is just north of the Project site. The western portion of the Project site, parcel 21109100023, is a residential property that uses land for grazing. Surrounding land uses include agriculture, rural residential, oil and gas facilities, and community solar farms. 3.2 Biological Resources Dudek biologists performed a desktop review of the Project site to assess the potential for biological and aquatic resources to occur. Dudek reviewed the U.S. Fish and Wildlife Service's (USFWS) Information for Planning and Consultation (IPaC) database (USFWS 2025), Colorado Natural Heritage Program's Tracking List for Weld County (CNHP 2025a), and the Colorado Conservation Data Explorer(CNHP 2025b)to determine the potential for special- status wildlife and plant species to occur in the vicinity of the Project site. After the desktop review, Dudek biologists conducted a general biological reconnaissance field survey (reconnaissance survey)of the Project site on April 3,2025.The purpose of the reconnaissance survey was to verify previously mapped existing vegetation communities and land covers, identify commonly occurring plant and wildlife species, identify plant and wildlife species protected under the federal Endangered Species Act, and determine the likelihood of occurrence of any special-status plant or wildlife species. Based on the desktop review and the reconnaissance survey,two special-status plant species and six special-status wildlife species have low potential to occur on the Project site. However, only two of these special-status species were observed via their signs during the reconnaissance survey. Dudek biologists are currently consulting with Colorado Parks and Wildlife regarding the potential for special-status species to occur on the Project site, and the Project would mitigate any impacts, if applicable, according to Colorado Parks and Wildlife's recommendation. For additional information on biological resources on the Project site, refer to item G, Biological Assessment Report for the Windy Bluff Energy Storage System Project(Dudek 2025a). 3.3 Wetlands Dudek biologists conducted an aquatic resources field delineation on June 13, 2024. Potential aquatic resources were delineated based on the methodology described in the U.S. Army Corps of Engineers' Wetlands Delineation Manual (USACE 1987)and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great D U D E K 12995.47 5 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION Plains Region (USACE 2010). Non-wetland waters of the United States were delineated based on the presence of an ordinary high-water mark. All USFWS National Wetlands Inventory (NWI) (USFWS 2024) and U.S. Geological Survey National Hydrography Dataset (NHD) (USGS 2023) features were visited during the field delineation. A sample point was taken at the lowest depressional point of the Project site within the NWI/NHD feature that crosses the southwestern corner of the Project site. This was the only location on the Project site that showed potential wetland indicators. Although surface soil cracks, a secondary hydrological indicator, were noted at this sample point, dominant vegetation included Mexican-fireweed (Bassia scoparia;facultative upland)and cereal rye (Secale cereale; upland),which are not wetland species.Additionally, hydric soil indicators were not observed, ruling out this area as a wetland. The freshwater emergent wetland mapped by the USFWS NWI was also field-verified during the delineation. This feature occurs in an upland area and is completely dominated by cheatgrass (Bromus tectorum; upland) and cereal rye (upland), with no hydrological indicators present. Therefore, both USFWS NWI and U.S. Geological Survey NHD features were determined to not be present due to a lack of wetland indicators and an absence of an ordinary high- water mark. Dudek biologists are currently consulting with the U.S.Army Corps of Engineers to confirm these results. For additional information, refer to item H, Aquatic Resources Delineation Report for the Windy Bluff Energy Storage System Project(Dudek 2025b). 3.4 Noise The Project is subject to the County's noise limits of 80 A-weighted decibels (dBA) during daytime hours (7 a.m. to 9 p.m.) and 75 dBA during nighttime hours(9 p.m.to 7 a.m.)at agricultural properties, and 55 dBA during daytime hours and 50 dBA during nighttime hours at the nearest residential use (County Code Section 14-9-40). Sound- sensitive receptors around the site are primarily rural residences. Noise sources in the vicinity mainly include vehicular traffic on nearby roads,the existing substation, and nearby industrial uses.The proposed BESS would be housed in purpose-built enclosures. The Project would be designed to meet the requirements of the County's General Ordinances. See item No. 22, Sound Study: Windy Bluff Energy Storage Project(Dudek 2025c). 3.5 Visual Resources The Project would follow Section 23-2-160 (Application Requirements for a Site Plan Review) and Sections 19-3- 310 through 19-3-340 (Division 3, Landscaping) of the County Code related to visual resources. Preferred Project site screening methods would be decided later in the planning stages.Any requirements related to visual resources identified during permitting would be incorporated into the final Site Plan. See item I, Project Renderings (Dudek 2025d). 3.6 Air Quality During normal operations, the Project would not produce direct emissions or emit any air pollutants. Because the Project would only require a limited amount of maintenance vehicles, operational mobile-source emissions would be minimal. D U D E K 12995.47 6 OCTOBER 2025 4 Project Characteristics The Project is designed to discharge electricity to the grid via BESS enclosures, with associated on-site support facilities consisting of inverters, transformers, collector lines, fencing, all-weather access roads, a supervisory control and data acquisition (SCADA)system,and other ancillary facilities and equipment(see the Project Site Plan submitted under separate cover). The Project would also include a substation and gen-tie line to support interconnection to the existing Xcel 115-kilovolt Vasquez Substation. The Project is expected to create approximately 100 jobs during construction, many of which would be sourced from within Weld County and adjacent areas. The Project would be operated remotely, but would require regular, periodic maintenance to be performed by local or regional employees and contractors. The Project would generate tax revenue for the County during construction and operation. Property tax for energy storage facilities in Colorado is currently calculated based on a state-established formula, and total taxes paid would vary based on final specifications of the Project.Jupiter Power estimates approximately $300,000 per year in tax payments to the County through the life of the Project,which is subject to final Project design and any changes in tax law. 4. 1 Battery Energy Storage System The Project would consist of BESS enclosures and power conversion system (PCS) units that contain a medium- voltage transformer, an inverter, and switchgear. The BESS enclosures would be pre-fabricated off site and would arrive to the site ready to be installed and operated. Individual lithium-ion or similar technology battery cells would be the smallest unit within the battery enclosure and contain the chemistry that stores electrical energy.Cells would be assembled in sealed battery modules,then the battery modules would be installed in self-supporting racks that are electrically connected to each other and fit inside of the larger weather-proof BESS enclosure (see Exhibit 1). The final BESS supplier has not been selected at this time;however,the dimensions of each enclosure are expected to be approximately 20 feet long by 8 feet wide by 12 feet high.'The quantity of BESS enclosures and the equipment manufacturer are subject to change based on available battery technology at the time of construction, but the overall Project footprint size would remain consistent. The primary storage components would consist of self-contained electrochemical battery systems using conventional storage technologies with proven safety and performance records. The BESS enclosures would be designed such that periodic maintenance and replacement of underperforming battery components can be easily performed on an as-needed basis without replacing the entire enclosure. i Battery energy storage containers are manufactured by Samsung,Hithium,Sungrow,Peak Energy,Tesla,Fluence,CATL,LG Chem, AESI,and a number of other manufacturers.A specific technology has not been selected at this time,and will be finalized during detailed Project design. D U D E K 12995.47 7 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION Exhibit 1. Battery Energy Storage System Components Battery Energy Storage Systems(BESS) ( el » Module » Hack I. Container 1110 niilll HTflq: Il Testing.Aloniloring.and Remote control al all levels%O ithin a battery energy storage system. The BESS facility would be unstaffed and would use remote operational control (i.e., SCADA); inspections and any necessary maintenance would be performed weekly. The BESS facility would be uninhabited with no restroom facilities or running water,and would host only Conex storage containers for file storage,spare parts,and temporary use by maintenance staff conducting periodic inspections. Project operation would occur 24 hours per day, 7 days per week from a remote command center (certified by the North American Electric Reliability Corporation [NERC]) that is able to control the facility and collect and monitor various data points across the entire system, from each battery module all the way up to the Project substation. In addition to the operations team, several subject matter experts would be available via call centers, 24 hours per day, 7 days per week; these experts would be available for first responders, if necessary. 4.1 .1 Fire Protection System Fire detection measures are incorporated into the Project design in accordance with National Fire Protection Association (NFPA) safety standards (see list below). Each BESS unit would contain an onboard battery management system that monitors the state of individual battery cells and constantly relays information back to a control center. Fire protection would consist of multiple layers, including proper training, certifications, standards, testing, and on-site fire detection. Should a thermal event occur,several protocols would be in place to ensure that any incident can be safely contained on site. Site-specific training with the local fire department on how to handle an event would be conducted prior to energization and would also be completed on an annual basis to ensure that local first responders are up to date on the latest protocols for how to handle an event.Site layout would be designed and constructed in accordance with local, state, and national standards, codes, and regulations. The BESS units are designed, tested, and certified to minimize the likelihood that fire would spread from one enclosure to a neighboring enclosure. This design approach helps to ensure that any fire event would stay contained and would D U D E K 12995.47 8 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION not spread throughout the facility. Finally, each unit would be equipped with several fire protection devices that would alert the command center of any potential fire risk. These alarms would warn staff and first responders of any unusual conditions prior to an event. All BESS products considered for the Project would be fully certified up to the most rigorous international safety standards and pursuant to manufacturer specifications. Relevant certifications include the following: • UL 1642 - Standard for Lithium Batteries • UL 1973 - Standard for Batteries for Use in Stationary, Vehicle Auxiliary Power, and Light Electric Rail (LER)Applications • UL 9540 - Standard for Energy Storage Systems and Equipment • UL 9540A - Standard for Test Method for Evaluating Thermal Runaway Fire Propagation in Battery Energy Storage Systems • IEC 62619 - Standard for Battery Safety in Stationary Applications • NFPA 855-Standard for the Installation of Stationary Energy Storage Systems • NFPA 68 - Standard on Explosion Protection by Deflagration • NFPA 69 - Standard on Explosion Prevention Systems Although a thermal event is unlikely to occur, proper precautions would be taken to prepare staff and local response teams in case of an emergency. The Platteville-Gilcrest Fire Protection District (the authority having jurisdiction) has been consulted and will continue to be consulted throughout the design process for the Project, and any concerns related to site access and/or water availability in case of an emergency would be noted and incorporated into the final design. Trainings would occur annually, at minimum, with the local fire department to ensure that proper response protocols are followed. The inherent design of the BESS units, as well as trainings and design elements that have been incorporated into the Project per the request of the Platteville-Gilcrest Fire Protection District, help to ensure the safety of the surrounding community. Having these safety measures in place prior to construction and operation helps to ensure that any thermal event would be managed in the safest way possible. Please see item D Fire Safety Appendix. 4.1 .2 Battery Energy Storage System Enclosures and Controller The BESS enclosure would consist of cells, modules, and racks. Cells are the smallest component of the BESS enclosure and are similar in shape and size to a motorcycle battery. The cells themselves are hermetically sealed to ensure an optimal safety and performance environment.These cells are arranged within the module to meet the required voltage and current requirements of the units. Each module is inserted into a rack, and multiple racks are installed within the BESS enclosure. The enclosure structures are weather-proof and designed to protect the cells from the elements and ensure an optimal environment for cell performance. The BESS would include two levels of controls:the battery management system and the energy management system. The battery management system would monitor individual battery containers and several data points—including voltage and current,temperature,state of charge, and unit health—to ensure safe operation from the cell level to the entire unit.The battery management system would work in tandem with the fire protection system to ensure that all the relevant data is shared with first responders.This data is also fed into the site-level energy management system, D U D E K 12995.47 9 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION which is continuously monitored remotely.These systems allow qualified technicians to monitor down to the cell level remotely through the energy management system and the battery management system. The energy management system would coordinate operation of the full system, including inverters, substation equipment, and connection to the electrical grid. The system would provide real-time control logic to optimize performance,ensure response to grid signals(e.g.,frequency or voltage events),and implement site-wide shutdown protocols, if needed. Together, these layered controls would ensure operational performance and safety, allowing the system to autonomously respond to grid emergencies while protecting critical components. 4.1 .3 Power Conversion System The PCS would consist of an inverter,a medium-voltage transformer, protection equipment such as circuit breakers and fuses, switchgear, harmonic filters, equipment terminals, and a connection cabling system. The PCS may consist of standalone units connected to multiple BESS enclosures, depending on the final manufacturer. Typical standalone PCS units measure approximately 20 feet long by 8 feet wide by 10 feet tall,similar in size to a 20-foot shipping container.Some manufacturers also integrate the inverter into the BESS enclosure;these designs do not require an external PCS unit, but do require additional equipment, such as electrical and switchgear equipment external to the BESS enclosure.The PCS's primary function is to translate between grid energy and battery energy. Electrical energy used in the batteries is converted from alternating current (AC) to direct current (DC) when the energy is transferred from the grid to the battery enclosure, and from DC to AC when the energy is transferred from the battery enclosure to the grid. Conversion between AC and DC is achieved using a bi-directional inverter that connects the DC battery enclosure to the AC electrical grid.The medium-voltage transformer is used to step up and down the voltage from the lower-voltage battery circuit to the desired medium voltage of the electrical infrastructure that connects the wider site together. This medium voltage is then fed into the substation where the voltage is stepped up to the grid voltage. 4.2 Project Substation and Xcel Substation The Project substation is where power would be transformed between the site-level medium-voltage power and the 115-kilovolt interconnection voltage at the Xcel Vasquez Substation. This voltage change is achieved via a step-up transformer(i.e., main power transformer).The open-air Project substation would be constructed on site and would connect to the existing Xcel Vasquez Substation via a new gen-tie line (see Figure 1, Project Site). 4.3 Operations and Maintenance Once constructed, the Project is expected to operate 24 hours per day, 365 days per year. The facility would be remotely monitored by Windy Bluff. Project operations would be monitored remotely through the SCADA system. The Project would include one single-story control shelter (approximately 400 to 700 square feet and a height of approximately 15 feet) near the collector substation that would house operations equipment, including the SCADA system, relays, and a small backup power system. The Project would also include up to three air-conditioned trailers of approximately similar size and dimension to a 40-foot International Organization for Standardization (ISO) enclosure; these trailers would be used by operations and maintenance personnel for parts storage and temporary workstations. Periodic augmentation of batteries within the Project site would occur to maintain the nameplate energy capacity over an approximate 30-year life. D U D E K 12995.47 10 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION During Project operations, on-site maintenance would be required, which would include replacement of inverter power modules, filters, and miscellaneous electrical repairs on an as-needed and preventive basis. Operation and maintenance staff would visit the site periodically for routine check-ins, equipment swaps, and other activities. Maintenance trucks would be used to perform routine maintenance, including equipment testing, monitoring, repair, routine procedures to ensure service continuity, and standard preventive maintenance. Routine operations would require one or two workers in a light utility truck to visit the facility on a roughly weekly basis. Typically, one major maintenance inspection would take place annually. No permanent sanitary facilities requiring access to water or a septic system would be required on site. 4.4 Transmission Line Energy would be transported to and from the Project substation to the existing Xcel Vasquez Substation via a proposed gen-tie line. 4.5 Perimeter Fencing, Signage, Landscaping, Lighting, and Access The perimeter of the Project site would be enclosed by an approximately 8-foot-tall opaque barrier. The western portion of the Project site may include a wall that, in addition to securing the site, could act as a sound barrier if ultimately deemed necessary to meet County noise ordinance requirements. Landscaping would be augmented, as needed, to meet screening and County Code requirements. Low-elevation, dark-sky-compliant security lighting would be installed throughout the Project site.The lighting would not be illuminated during nighttime hours outside of motion-activated security lighting and emergency maintenance. The two site access points are proposed to be located off County Road 31, with the northern access road closest to the intersection of County Road 36, and the primary access point for the site from County Road 31. See item No. 10, Lighting Plan, and item No. 11, Landscape and Screening Plan,for additional information. 4.6 Construction Construction would primarily consist of the following activities: ■ Site Preparation: Rough grading may be performed to accommodate support structures and all-weather access roads. Retention basins, if required, would be created for hydrologic control. All-weather access roads would be gravel or aggregate base depending on the final site geotechnical report. A temporary staging area would be constructed to hold materials and construction equipment. Foundations would be prepared for the electrical equipment. Trenches would be dug and conduit placed for the underground cable connections required for the electrical work. • Fencing:An approximately 8-foot-tall perimeter security fence or wall that may be topped with barbed wire would be installed around the Project site. • Electrical Work: The cables necessary for the electrical equipment connections would be routed through the prepared conduit. The electrical equipment consisting of battery enclosures, PCS, and substation equipment would be delivered to the site by trucks and placed onto the prepared foundations by crane, as necessary. The cables would be connected to the electrical equipment as instructed in manufacturer installation manuals. D U D E K 12995.47 11 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION The Project is anticipated to be built over an approximately 12-month period, from the onset of site preparation activities through testing and commissioning of the facility. It is anticipated that construction crews would work 8 to 10 hours per day, with work occurring Monday through Friday. Overtime and weekend work would be used only as necessary to meet scheduled milestones or accelerate the schedule,and would comply with applicable Colorado labor laws and County limitations on working hours. Although the Project site is fairly level,some grading would be required,especially for construction of roads,the on- site substation,the battery enclosures, and the inverter pads. This would be accomplished with scrapers, graders, water trucks, dozers, and compaction equipment. The enclosures would be off-loaded and installed using cranes, boom trucks, forklifts, rubber-tired loaders, rubber-tired backhoes, and other small-to medium-sized construction equipment. Construction equipment would be delivered to the site on low-bed trucks unless the equipment can be driven to the site (e.g., boom trucks). 4.7 Traffic Access to the Project site would be off County Road 31. During construction, delivery of materials and supplies would reach the site through on-road trucks. The majority of truck deliveries would be for battery enclosures and any aggregate material that may be required for site preparation. The heaviest delivery loads to the site would consist of rock deliveries, concrete trucks, and the high-voltage step-up transformers. Typically, rock would be delivered in "bottom dump trucks" or "transfer trucks" with six axles. Low-bed transport trucks would transport construction equipment to the site, as needed. The size of the low-bed trucks (i.e., axles for weight distribution) would depend on the equipment/materials being transported. During Project operations,the site would require low- frequency visits (i.e., less than daily) from a small number of the operations and maintenance team in light utility trucks for routine maintenance checks. See item No. 30, Traffic Narrative,for more information. 4.8 Water Use Water use during construction would be required for dust suppression and earthwork.Construction water would be delivered from off-site sources via truck and stored in an above-ground container on site to be available for use. Because all the equipment would be self-contained and self-cooling,the Project would not require any regular water use during operations. 4.9 Decommissioning Most components of the BESS facility would be recycled at the end of the Project life (approximately 30 years). Battery cells contain lithium, which can be recycled or repurposed. Site structures composed of steel or concrete can be recycled. It is anticipated that all oils and battery cells would be recycled at an appropriate facility. All decommissioning activities would comply with Certified Unified Program Agency and Resource Conservation and Recovery Act standards, as well as the Decommissioning Plan that would be prepared for the Project. Site personnel involved in handling these materials would be trained in correct handling procedures. Any transportation of hazardous materials would comply with regulations for transporting hazardous materials, including those set by the U.S. Department of Transportation, U.S. Environmental Protection Agency, Colorado Department of Transportation, Colorado Department of Public Health and Environment, and Colorado Division of Fire Prevention and Control. See item No. 13, Decommissioning Plan, for more information. D U D E K 12995.47 12 OCTOBER 2025 5 Representative Project Photos The images below show typical BESS units and facilities. Exhibit 2 shows the interior of a typical BESS encloser and Exhibit 3 shows a similar energy center to the proposed Project. Exhibit 2. Overview of the Interior of a Typical Battery Energy Storage Enclosure Rack Module lammo, Liquid 11111111111C., . rt=_.. _.FLAtea Cooling Unit 1110, i rC 1 ate__n � Y S. r ,a I r' FD. EL ` .. ,r : __ i ,41M11Control Panel }f ' � .W\ • •4 HV Box Note:The approximate size of each enclosure is similar to a 20-foot shipping container:20 feet long by 8 feet wide by 10 feet tall. D U D E K 12995.47 13 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/ PROJECT DESCRIPTION Exhibit 3.Jupiter Power's Callisto I Energy Center in Houston,Texas ' 1)101110'11; i: 111: '' ' ' ' ' .. .1,1"*"...- -•••• Iff..t...• - ... • a. Y.. �• s. �o a tic`�' - r'� s. `• ``�� O' • all _ 4 � f'I 1 . ,,.il I - ,�te. ' ► ' 2 All L�-1" , t . , al'". , ',...11\ i #' i." N� Legend: 1 BESS Containers 2 Power Conversion Systems 3 Project Substation 4 Perimeter Fence/Wall D U D E K 12995.47 14 OCTOBER 2025 6 References CNHP(Colorado Natural Heritage Program). 2025a. "Build Your Own Tracking List" [online database].Accessed March 2025. https://cnhp.colostate.edu/ourdata/trackinglist/custom-tracking/. CNHP. 2025b. "CODEX: Colorado's Conservation Data Explorer" [online database].Accessed March 2025. https://codex.cnhp.colostate.edu/. County of Weld. 2025.Weld County Property Portal, Map Zoning Theme. https://maps.weld.gov/propertyportal/ ?theme=zoning. Dudek. 2025a. Biological Assessment Report for the Windy Bluff Energy Storage System Project. Prepared by Dudek.April 2025. Dudek. 2025b.Aquatic Resources Delineation Report: Windy Bluff Energy Storage System Project Weld County, Colorado.July 2025. Dudek. 2025c. Sound Study- Windy Bluff Energy Storage Project, Weld County, Colorado. September 2025. Dudek. 2025d. Project Renderings. September 2025. USACE (U.S. Army Corps of Engineers). 1987. Corps of Engineers Wetlands Delineation Manual. Wetlands Research Program Technical Report Y-87- 1.Vicksburg, Mississippi: U.S.Army Engineer Waterways Experiment Station.January 1987. Accessed April 2025. http://www.fedcenter.gov/Bookmarks/ index.cfm?id=6403&pge_id=1606. USACE. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region (Version 2.0). March 2010. https://www.mvp.usace.army.mil/portals/57/docs/regulatory/ website%20orga n ization/great%20p1a i ns%20 regiona I%20su pplement.pdf. USDOE(U.S. Department of Energy). 2024. "DOE Reduces Regulatory Hurdles For Energy Storage,Transmission, and Solar Projects." April 25, 2024. https://www.energy.gov/articles/doe-reduces-regulatory-hurdles- energy-storage-transmission-and-solar-projects. USFWS (U.S. Fish and Wildlife Service). 2024. "National Wetlands Inventory(NWI), Wetlands Mapper" [online data application]. Accessed May 2024. http://www.fws.gov/wetlands/. USFWS. 2025. Information for Planning and Consultation [database]. Accessed March 2025. https://ipac.ecosphere.fws.gov/. USGS (U.S. Geological Survey). 2023. "National Hydrography Dataset and Watershed Boundary Dataset" [online data applications]. USGS National Hydrography Products.Accessed May 2024. https://www.usgs.gov/ natio n a l-hyd rography/about-nationa l-hydrography-products. D U D E K 12995.47 15 OCTOBER 2025 WINDY BLUFF ENERGY STORAGE PROJECT/PROJECT DESCRIPTION INTENTIONALLY LEFT BLANK D U D E K 12995.47 16 OCTOBER 2025 t ,,c _ua Count Road 38 ° * i-,I. , dI Ui i •.k .. ::-14t-- -,-_-4-, -'-.- —_•, -I-.a . -\l o--- rProject Site .7o y t..1 a_�tl la t • - ` n.. (� y ‘. _ io, .,, t Longmont • \�: ' .-. �} ti.ih 4.- 7_,. 'l;, _ tsakW Aim *.-V .iT:ii 1'4 / 1 • i7 1 1 of__1',•,;,•,,,i 4., lc:.',i'.,,, : ','il,',l*,1e,;4i:'.1'rI.0. 1--..i-lli4n.N,..N_.'.N-_.--_-. ,..1 •'\ V' . i, P)'k..•,--.."•.•'ro,.••.;,k,....:Y I-1tI-.•- __1____ ...., ..,.,. _ ,A. MP c£_ , sae. .�_,tçi R, , County Road-36 -. = _ — County Road38,... rj . - i .: - ...,. : ii.. 1K-------.1.• ', '..:__,.:, 4 4: . . :1:...f 1,—Liiii'i - ...la' ••• • '1111011h. , , : lir. ::: _ . . - :. ., , rilt-i114.- -111.4111111k. ' lq • •-,-. ----. — */' �a^ 4 , T I + 1 tC i ..r ry l4. • ikit '' 1..,''4a - - County-Road-34'• - County � — x. T • 7 [[ E- o 11 • Q Project Boundary , g. . J. _ •- U 1111111111111i71 Gen tie • +!� , • tc SOURCE:Bing Maps(Accessed:2024) FIGURE 1 D U D E I� © Project Location 2,200 1 Feet Windy Bluff Project WINDY BLUFF ENERGY STORAGE PROJECT/PROJECT DESCRIPTION INTENTIONALLY LEFT BLANK D U D E K 12995.47 18 OCTOBER 2025 iI I I I F I F — — \ I I \ I • I I \ I \ I I I II I I \ I I I II I I I I JI I I L 1 (c�p(r RoaaGI— + County Road 36 bounty Road 36 — I I I I I I I I I I I I I I I / L — _-- A — _—_—_ — _ / ✓der\ I Q\ / I\ i 'e, t I 1 C I U I I I I — i I I IL] Project Boundary I 1 r — 1 1 _ , Parcel Boundaries I I Gen-tie I I ZONING-Weld County, CO I I A-Agriculture I I I i SOURCE:Bing Maps(Accessed:2024);Weld County,CO GIS Hub(Accessed:2024) FIGURE 2 Land Use/Zoning D u D E IC © a 165 330 1 Feet Windy Bluff Project WINDY BLUFF ENERGY STORAGE PROJECT/PROJECT DESCRIPTION INTENTIONALLY LEFT BLANK D U D E K 12995.47 20 OCTOBER 2025 - _ - � E * _ � ti;�,}� � � ,�,:�!!•.- — - - - - - - �� ' ` r � ��� / � � � �y ` , r r� t � �., i_ _ ' ,x _ ,�.....�n,.... f � � I 1 , � �Y - . . -�R� � � � �. . � � . 1 � t i L _F�4�,�.�� /; • __ _ . .Y., -� , f � , �` �• � - - ,« ��a 1 � � � � I +�� � ' ��� � � � / / �1 ; ry ! iid� � ! f �., "'.� - ' /� � � � i P � � , �_ • �;a.a ' - � r � . r ' � � � ; . _Y f " J• � i � � ti f � . . 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Jam'', y�`,`{ ' ^y5i ��,y{14,°�'y1, `•'fit 14 ° 4 , r"l' I `4' I Ir r{ �`A'. . \11 a - w r l % I� � _ 1 � � r Y 1 • � . I I. 1 ': P' , . . il. . 14 � Y. . . . C1 • �1% 1v.. ,l *1 - �'l-�� � i , I�1'LI: -. i-M7•tts i,..tilA1176.., � ;� 'r 1-:��1- r 1 ��'. 1'�.i' I . - Li `�i� 1 � .� � \ �'t 5. i •�, r I , .. +,Y Alternative Statement Reasonable alternatives to the proposed location shall be adequately assessed, and the proposed action shall be consistent with the best interests of the people of the County and shall represent a balanced use of resources in the affected area. Colorado's electric grid is a complex system providing power to its residents and other users, and it is under increasing strain from load growth and a changing energy mix. Grid energy storage technologies (e.g., battery energy storage systems (BESS)) provide beneficial services such as energy management, backup power, load leveling, frequency regulation, voltage support, and grid stabilization. In addition, energy storage will play a significant role in emergency preparedness and increasing overall grid resilience. While there are reasonable alternative uses for the proposed Project site, such as agriculture, the Project is proposed directly adjacent to the Vasquez substation, which is a critical location on Xcel's grid and key to local and regional grid stability. BESS infrastructure at the Vasquez Substation would help to improve the overall reliability and resiliency of Weld County's regional power grid, all to the benefit of its residents, farmers, business owners, and other users. The Project as proposed is consistent with Weld County's guiding principals and its land use, economic development, environmental, and natural resource goals & objectives, and the Project is not only consistent with but supports Weld County's Right -to -Farm Statement. By siting the Project as close as possible to the existing Vasquez Substation, the Project is in harmony with surrounding land uses and by use of private land for the Project and the proposed facility aligns with Weld County's guiding principal of respecting private property rights. This aggregation of energy focused parcels also preserves land for agriculture, rangeland, wetlands, and other critical habitats. Not only does this approach avoid any inhibiting of agricultural production or operations on other parcels, but the Project's minimal use of water resources furthers respect for the County's existing agricultural practices and lends to its balanced use of resources in the area. Habitat Assessment Report Windy Bluff Energy Storage System Project Weld County, Colorado APRIL 2025 Prepared for: JUPITER POWER LLC 1108 Lavaca Street, Suite 110-349 Austin, Texas 78701 Contact: Kurt Nelson Prepared by: DVDEK 1001 Bannock Street, Suite 231 Denver, Colorado 80204 Contact: Michelle Leis Table of Contents SECTION PAGE NO. Acronymsand Abbreviations............................................................................................................................................ iii 1 Introduction..........................................................................................................................................................1 1.1 Project Description.................................................................................................................................1 1.2 Project Location......................................................................................................................................1 2 Methods................................................................................................................................................................3 2.1 Literature Review....................................................................................................................................3 2.2 Field Reconnaissance............................................................................................................................3 2.2.1 Vegetation Community and Land Cover Mapping..................................................................3 2.2.2 Plants.........................................................................................................................................4 2.2.3 Wildlife.......................................................................................................................................4 2.2.4 Special -Status Plant and Wildlife Species Assessment .........................................................4 2.2.5 Aquatic Resources Delineation................................................................................................4 3 Results ..................................................................................................................................................................5 3.1 Environmental Setting............................................................................................................................5 3.1.1 Land Use...................................................................................................................................5 3.1.2 Climate......................................................................................................................................5 3.1.3 Soil and Terrain.........................................................................................................................5 3.1.4 Hydrology and Watershed........................................................................................................5 3.2 Vegetation Communities and Land Covers...........................................................................................6 3.3 Aquatic Resources Delineation.............................................................................................................6 3.4 Wildlife Corridors and Habitat Linkages................................................................................................6 3.5 Other Areas of Conservation Concern...................................................................................................6 3.6 Plants......................................................................................................................................................7 3.6.1 Special -Status Plant Species...................................................................................................7 3.7 Wildlife....................................................................................................................................................7 3.7.1 Special -Status Wildlife Species................................................................................................8 3.7.2 Migratory Birds....................................................................................................................... 10 4 Conclusion and Recommendations................................................................................................................. 11 4.1 Special -Status Wildlife Species.......................................................................................................... 11 4.1.1 Burrowing Owl........................................................................................................................ 11 4.1.2 Black -Tailed Prairie Dog........................................................................................................ 11 4.1.3 Swift Fox.................................................................................................................................12 D U D E K 12995.47 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT 4.1.4 Nesting Bird Surveys.............................................................................................................. 12 4.1.5 Colorado Parks and Wildlife Best Management Practices for Solar Energy Development.................................................................................................... 12 5 References........................................................................................................................................................ 15 TABLES 1 Survey Details and Conditions............................................................................................................................3 2 Summary of Soil Units in the Project Review Area.............................................................................................5 3 Special -Status Plant Species Occurrence Potential in the Review Area...........................................................7 4 Special -Status Wildlife Species Occurrence Potential in the Review Area.......................................................8 FIGURES 1 Project Location................................................................................................................................................ 19 2 Soils................................................................................................................................................................... 21 3 Hydrology...........................................................................................................................................................23 4 Protected Areas................................................................................................................................................. 25 APPENDICES A Representative Photos B Plant Species Compendium C Wildlife Species Compendium D USFWS IPaC Results E Colorado Natural Heritage Program Tracking List for Weld County F Colorado Conservation Data Explorer Results D U D E K 12995.47 ii APRIL 2025 Acronyms and Abbreviations CNHP Colorado Natural Heritage Program CPW Colorado Parks and Wildlife IPaC Information for Planning and Consultation project Windy Bluff Energy Storage System Project USACE U.S. Army Corps of Engineers USFWS U.S. Fish and Wildlife Service USGS U.S. Geological Survey D U D E K 12995.47 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 APRIL 2025 1 Introduction This report presents the findings of a habitat assessment conducted by Dudek for the Windy Bluff Energy Storage System Project (project). The purpose of this assessment is to evaluate existing biological conditions and potential impacts associated with the project to sensitive biological resources within the review area. This report was prepared at a level of detail sufficient to provide recommendations for further surveys that may be needed for each plant or wildlife species that has the potential to occur within the review area pending consultation with the wildlife agencies. 1.1 Project Description The project is a proposed development of an energy storage system facility. The project site (i.e., review area) encompasses approximately 14.2 acres within two privately owned parcels of land (parcel IDs 121109100023 and 121109100022) in unincorporated Weld County, Colorado. 1.2 Project Location The review area is approximately 3.2 miles northeast of Platteville, Colorado, at the intersection of County Road 36 and County Road 31 (Figure 1, Project Location). The review area is primarily used for grazing, with single-family residences directly adjacent to the western and southern sides of the review area. Transmission lines run along the county roads adjacent to the review area. ■ County: Weld ■ U.S. Geological Survey (USGS) 7.5-Minute Quadrangle: Platteville ■ Latitude, Longitude (decimal degrees): 40.2448631N,-104.773979°W (Centroid) ■ Elevation Range: 4,831 to 4,848 feet above mean sea level ■ Review Area: 14.2 acres D U D E K 12995.47 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 APRIL 2025 2 Methods 2.1 Literature Review The following data sources were reviewed to assist with the assessment of biological and aquatic resources: ■ Aerial photographs (Google Earth 2025) ■ Federal Emergency Management Agency's National Flood Hazard Layer (FEMA 2025) ■ Colorado Natural Heritage Program (CNHP) Tracking List for Weld County (CNHP 2O25a) ■ Colorado Conservation Data Explorer (CNHP 2O25b) ■ U.S. Department of Agriculture's Natural Resources Conservation Service Web Soil Survey (USDA 2025) ■ USGS National Hydrography Dataset and Watershed Boundary Dataset (USGS 2025) ■ U.S. Fish and Wildlife Service (USFWS) Critical Habitat and Species Occurrence Data (USFWS 2O25a) ■ USFWS Information for Planning and Consultation (IPaC) (USFWS 2O25b) ■ USFWS National Wetlands Inventory (USFWS 2O25c) 2.2 Field Reconnaissance Dudek biologist Michelle Leis conducted a general biological reconnaissance field survey (reconnaissance survey) of the review area on April 3, 2025 (see Table 1). Meandering transects were walked throughout the review area, and representative sample points were used for the habitat assessment. The purpose of the reconnaissance survey was to verify previously mapped, existing vegetation communities and land covers; identify commonly occurring plant and wildlife species; identify plant and wildlife species protected under the federal Endangered Species Act; and determine the likelihood of occurrence of any special -status plant or wildlife species. Representative field photos are provided as Appendix A, Representative Photos. Table 1. Survey Details and Conditions 04/03/25 1 Michelle Leis 133 ° F-38 ° F; 70%-90% cloud cover; 5 to 7 mph winds mph = miles per hour. 2.2.1 Vegetation Community and Land Cover Mapping Vegetation communities and land uses within the review area were verified in the field using Esri Collector, a mobile data collection application, on a digital aerial -based background (Esri 2025). Following completion of the fieldwork, all vegetation linework was finalized using Esri ArcGIS software, and a GIS coverage was created. Once in ArcGIS, the acreage of each vegetation community and land cover type within the review area was determined. Vegetation communities were classified based on site factors, descriptions, distribution, and characteristic species present. D U D E K 12995.47 3 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT 2.2.2 Plants All plant species encountered duringthe reconnaissance survey were identified and recorded. Potential for special - status plant species to occur in the review area was assessed based on known geographic and elevation ranges, as well as habitat and soil conditions that are known to support species occurring in the region. All plant species encountered were identified to the taxonomic level appropriate to determine species and regulatory status, if needed. The list of plant species observed in the review area is provided as Appendix B, Plant Species Compendium. 2.2.3 Wildlife All wildlife species as detected during the reconnaissance survey by sight, calls, tracks, scat, or other signs were identified and recorded. Binoculars (10 magnification x 48 millimeters) were used to aid in the identification of observed wildlife. No trapping or focused surveys for special -status species or nocturnal species were conducted. In addition to species observed in the field, expected wildlife usage of the review area was determined according to known habitat preferences of regional wildlife species and knowledge of their relative distributions in the area. Latin and common names for wildlife species referred to in this report follow Crother (2017) for reptiles and amphibians, the American Ornithological Society's Checklist for birds (AOS 2025), and Wilson and Reeder (2005) for mammals. Potential for special -status wildlife species to occur in the review area was assessed based on known geographic ranges, the presence/absence of suitable habitat, and other natural history elements that might predict their occurrence. The list of wildlife species observed in the review area is provided as Appendix C, Wildlife Species Compendium. 2.2.4 Special -Status Plant and Wildlife Species Assessment Endangered, rare, or threatened plant and wildlife species are referred to as "special -status species" and, as used in this report, include plant and animal species listed, proposed for listing, or candidates for listing as endangered or threatened recognized in the context of the federal Endangered Species Act (Appendix D, USFWS IPaC Results), and species listed as critically imperiled, imperiled, vulnerable to extirpation, Colorado State endangered, Colorado State threatened, or Colorado State special concern for Weld County (Appendix E, Colorado Natural Heritage Program Tracking List for Weld County, and Appendix F, Colorado Conservation Data Explorer Results). 2.2.5 Aquatic Resources Delineation An aquatic resources delineation per U.S. Army Corps of Engineers (USACE) guidelines was conducted in conjunction with the reconnaissance survey. The field component of the aquatic resources delineation used methodology described in the USACE Wetlands Delineation Manual (USACE 1987) and the USACE Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region (USACE 2010). Non -wetland waters of the United States were delineated based on the presence of an ordinary high-water mark, as determined using the methodology in the National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams (USACE 2022). Potential aquatic resources were recorded using Esri Field Maps on a mobile device. Following the field work, aquatic resources were digitized using ArcGIS. A detailed discussion of these methods is included in the separate Aquatic Resources Delineation Report for the Windy Bluff Energy Storage System Project (Dudek 2025). D U D E K 12995.47 APRIL 2025 3 Results 3.1 Environmental Setting 3.1.1 Land Use The review area is approximately 3.2 miles northeast of Platteville, Colorado, at the intersection of County Road 36 and County Road 31. The review area is primarily used for grazing, with single-family residences directly adjacent on the western and southern sides. Transmission lines run along the county roads adjacent to the review area. Representative photos of the review area can be found in Appendix A. 3.1.2 Climate The project region has a cold, semi -arid climate with steppe precipitation and it is prone to drought (Kottek et al. 2006). July is the average warmest month, with an average high temperature of 88° F, and January is the coolest month on average, with an average low temperature of 11° F. Rainfall occurs primarily April through September, with the maximum average precipitation occurring in May. The mean annual precipitation for the region is approximately 13.53 inches per year (WRCC 2025). 3.1.3 Soil and Terrain The review area is relatively flat, with elevation across the review area ranging from approximately 4,831 to 4,848 feet above mean sea level (Google Earth 2025). Accordingto the U.S. Department of Agriculture's Natural Resources Conservation Service Web Soil Survey, two soil types occur in the review area (see Figure 2, Soils): Olney loamy sand, 1% to 3% slopes, and Olney loamy sand, 3% to 5% slopes. Table 2 provides a summary of the soil types. Table 2. Summary of Soil Units in the Project Review Area Olney loamy sand, 1%to Hills, ridges, and plains Non -irrigated or irrigated Well drained 3.43 3% slopes cropland, and as rangeland Olney loamy sand, 3% to Hills, ridges, and plains Non -irrigated or irrigated Well drained 10.75 5% slopes cropland, and as rangeland Source: USDA 2025. 3.1.4 Hydrology and Watershed The review area is within the City of Evans - South Platte River subwatershed (USGS Hydrologic Unit Code 12; 101900030606) of the Little Dry Creek -South Platte River subbasin (see Figure 3, Hydrology). Based on a review of the USGS National Hydrography Dataset and the USFWS National Wetlands Inventory, a canal/ditch feature is mapped directly west of the review area (outside of the boundary), with a freshwater emergent wetland feature D U D E K 12995.47 5 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT intersecting the southeastern corner of the review area (USFWS 2025c; USGS 2025). Per the Federal Emergency Management Agency's online National Flood Hazard Layer Viewer, the review area is in Zone X: Area of Minimal Flood Hazard (FEMA 2025). The National Wetlands Inventory/National Hydrography Dataset features were field - verified as part of the jurisdictional delineation for the review area (Dudek 2025). 3.2 Vegetation Communities and Land Covers One vegetation community, non-native grassland, occurs in the review area. This vegetation was dominated by smooth brome (Bromus inermis). Other non-native species, including common mullein (Verbascum Thapsus) and fivehorn smotherweed (Bassia hyssopifolia), were also present throughout the review area. 3.3 Aquatic Resources Delineation The aquatic resources delineation did not identify any aquatic resources in the review area (Dudek 2025). 3.4 Wildlife Corridors and Habitat Linkages Wildlife corridors are linear features that connect large patches of natural open space and provide avenues for the migration of animals. Corridors can also be aquatic resources that provide passage for fish. Habitat linkages are small patches that join larger blocks of habitat and help reduce the adverse effects of habitat fragmentation; they may be continuous habitat or discrete habitat islands that function as steppingstones for wildlife dispersal. Because the review area is currently undeveloped and surrounded almost entirely by undeveloped/agricultural land, it is likely that terrestrial wildlife may be slightly impacted by project activities. The large wilderness and undeveloped areas surrounding the review area would remain available for use by terrestrial wildlife during and after project activities, providing nearby refuge for displaced wildlife. Paved roads and dirt roads to access the review area and the adjacent substation are already present and are expected to be used by wildlife, primarily during twilight hours or at night when vehicle traffic in the area is low. Although there might be an increase in traffic during construction activities, additional traffic during project operation would occur mainly during daylight hours, and is anticipated to be minimal and not significant enough to increase impacts to terrestrial wildlife movement in the area. Fencing around the review area during and after construction may also impede terrestrial wildlife movement, but by referencing the Colorado Parks and Wildlife (CPW) publication Fencing with Wildlife in Mind (Hanophy 2009) during fencing design, impacts should be minimal. 3.5 Other Areas of Conservation Concern The review area is not within any mapped critical habitats, and there is currently no habitat conservation plans for Weld County, Colorado (USFWS 2025a). Also, because the review area is within unincorporated Weld County, the Parks, Open Space, and Trails Master Plan (County of Weld 2022) is not applicable. The USGS protected area database provides data on where species and natural communities occur to help assess the effects of land management (USGS 2024). No protected areas overlap the review area (see Figure 4, Protected Areas). D U D E K 12995.47 6 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT 3.6 Plants Seven species of vascular plants, including three native species, were recorded during the reconnaissance survey (Appendix B). No special -status plant species were observed during the reconnaissance survey. 3.6.1 Special -Status Plant Species According to the USFWS IPaC report (USFWS 2025b), the CNHP Tracking List for Weld County (CNHP 2025a), and Colorado's Conservation Data Explorer (CNHP 2025b), there are two special -status plant species that have the potential to occur within the review area (Appendices D, E, and F). Site -specific information gathered during the reconnaissance survey, such as the location of the site, vegetation communities and soils present, current site conditions, species' known range, habitat preferences, and knowledge of the species' relative distributions in the area, were used to determine each species' potential to occur in the review area. After the reconnaissance survey, both special -status plants were determined to have no potential to occur within the review area due to the absence of suitable habitat and the heavily disturbed nature of the review area. Table 3 summarizes the regulatory status and habitat for each of the species that has the potential to occur in the review area. Table 3. Special -Status Plant Species Occurrence Potential in the Review Area Scientific Status Potential Name Common Name � (FederaVState) � Habitat/Blooming Period/Elevation Occur Platanthera western prairie FT/None Found in wet tallgrass prairies and sedge No potential praeclara fringed orchid meadows; well -adapted to survive fires. to occur. Can be found in wetlands and flat, rural Suitable pastures. Blooming period is mid -June to habitat is not early July. present within the review area. Spiranthes Ute ladies' FT/S2 Associated with wet environments, No potential diluvialis tresses including alkaline wetlands, meadows, to occur. floodplains, spring -fed stream channels Suitable and valleys, flooded river terraces, habitat is not lakeshores, irrigation canals, berms, present within levees, and irrigated meadows. Blooming the review period is July through October. area. Sources: CNHP 2025a, 2025b; Missouri Department of Conservation 2008; USFWS 2025b. Status Abbreviations None: No Status Federal FT: Federally Threatened State S2:Imperiled: Imperiled because of rarity or because of some factor(s) making it very vulnerable to extirpation or extinction. Typically 6 to 20 occurrences or between 1,000 and 3,000 remaining individuals. 3.7 Wildlife Nine wildlife species were recorded in the review area during the reconnaissance survey (Appendix C). Birds were the most diverse and abundant wildlife observed, most likely due to the time of day the reconnaissance survey was conducted. D U D E K 12995.47 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT 3.7.1 Special -Status Wildlife Species Based on database reviews, 21 special -status wildlife species have the potential to occur in the review area (Appendices D, E, and F). For each species listed, a determination was made regarding potential use within the review area based on desktop (Google Earth 2025) and document review. After initial desktop and document review, site -specific information was gathered during the reconnaissance survey to justify or update special -status species' potential to occur. Data were collected and verified, which included location of the review area, vegetation communities and land covers, soils present, current site conditions, each species' known range, species' habitat preferences, and knowledge of the species' relative distributions in the area. After the reconnaissance survey, 15 special -status species were determined to have no potential to occur, roost, forage, or nest due to lack of aquatic resources and/or inadequate vegetation communities present. Six special - status species have potential to occur, nest, or forage, with sign of two of those special -status species observed in the review area. Table 4 summarizes the regulatory status, habitat, and potential for each of the species that has potential to occur in the review area. The complete list of species that have the potential to occur can be found in Appendices D, E, and F. Mitigation measures for these species for any project impacts should follow the measures discussed in Section 4.1, Special -Status Wildlife Species. Table 4. Special -Status Wildlife Species Occurrence Potential in the Review Area Birds Athene cunicularia Buteo regalis burrowing owl ferruginous hawk None/ST None/SC, S3 Inhabit exposed areas that lack overstory and occur within grassland, steppe, and desert habitats during the breeding season. Generally occupy gently sloping areas that are characterized by low, sparse vegetation; often associated with high presence of burrowing mammals, such as prairie dogs. Can inhabit areas impacted by human development, such as golf courses, agricultural fields, airports, urban lots, and fairgrounds. Occupy extensive rolling grasslands, pinyon juniper habitat edges, and shrub - steppe regions during the breeding season. Will seek sparse riparian forests and canyons that are characterized by cliffs and rock outcrops, and sparse trees or groves in grassland Moderate potential to nest and forage. Prairie dog colonies and suitable burrows within a sparsely vegetated field are present in the review area. No potential to nest; moderate potential to forage. Presence of black -tailed prairie dog colonies make it possible that this species may use the review area for foraging during the winter. No nesting DUDEK 12995.47 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT Table 4. Special -Status Wildlife Species Occurrence Potential in the Review Area Charadrius montanus Mammals Cynomys ludovicianus mountain plover black -tailed prairie dog None/SC, S213 None/SC and shrub -steppe habitats for nesting. Winter habitat use in Colorado is positively associated with black -tailed prairie dogs. Inhabit flat and open, arid tablelands with short, sparse vegetation. Generally avoid forested or shrubby montane landscapes. Can occupy localized, drier areas, or places characterized by mild disturbance. Also inhabit intensely grazed prairie habitats. In Colorado, nesting habitat occurs in the semi - deserts west of the shortgrass prairie that can include saltbush, sagebrush, prickly pear, yucca, and cattle and prairie dog activity. Occurs on the grasslands of the eastern plains. Burrows are up to 7 feet deep and 16 feet long, with one or more volcano -shaped entrances that shed water and catch wind for ventilation. Colonies can cover several hundred acres habitat was present for this species in the review area. Low potential to nest and forage. Grazed habitats and prairie dog activity are present but limited in the review area. Preferred semidesert habitat is not present in the review area. High potential to occur. Although the species was not directly seen, signs of prairie dog presence, including volcano - shaped burrows with fresh scat and multiple bones, including a skull, likely belonging to this species are present in the review area. Mustela nigripes black -footed FE/SE, S1 Found in the intermountain Low potential to occur. ferret prairies and grasslands; Grasslands and prairie occurrence is influenced by dog burrows are large prairie dog colonies. present in the review area. D U D E K 12995.47 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / HABITAT ASSESSMENT REPORT Table 4. Special -Status Wildlife Species Occurrence Potential in the Review Area Scientific Name Common Name (Federal/State) Habitat Potential to Occur Vulpes velox Swift fox None/SC Lives primarily in shortgrass High potential to prairies and deserts, forming occur. Although the dens in sandy soils on open species was not prairies, along fences, or in directly observed, plowed fields. signs of presence, such as scat in front of suitable dens and prey remains, were observed in the review area. Sources: CNHP 2025a, 2025b; Cornell University 2025; Resmer 1999; USFWS 2025b; WYGFD 2023. Status Abbreviations Federal None: No Status FE: Federally Endangered State SC: State Species of Concern SE: State Listed as Endangered ST: State Listed as Threatened S1: Critically Imperiled: Critically imperiled because of extreme rarity or because of some factor(s) making it especially vulnerable to extirpation or extinction. Typically 5 or fewer occurrences or less than 1,000 remaining individuals. S213: Imperiled: Imperiled because of rarity or because of some factor(s) making it very vulnerable to extirpation or extinction. Typically 6 to 20 occurrences or 1,000 to 3,000 remaining individuals, but only refers to the breeding population of the species. S3: Vulnerable either because rare and uncommon, or found only in a restricted range (even if abundant at some locations), or because of other factors making it vulnerable to extirpation or extinction. Typically 21 to 100 occurrences or 3,000 to 10,000 remaining individuals. 3.7.2 Migratory Birds The review area supports suitable habitat for ground -nesting bird species. Nesting birds are protected under the Migratory Bird Treaty Act, and compliance with these regulations is required. Removal of vegetation considered suitable for nests has the potential to impact these species. Additionally, indirect impacts to nesting birds from short-term construction -related noise could result in decreased reproductive success or abandonment of an area used for nesting if conducted during the nesting season (i.e., April through September). Mitigation measures for nesting birds should follow the measures discussed in Section 4.1.4, Nesting Bird Surveys. D U D E K 12995.47 10 APRIL 2025 4 Conclusion and Recommendations The project has the potential to impact special -status species, including special -status mammals, birds, and nesting birds. The following further describes potential impacts and potential permitting considerations under state and federal laws. 4.1 Special -Status Wildlife Species Six special -status wildlife species have potential to occur in the review area (see Table 4). Additionally, migratory birds have the potential to use the vegetation throughout the review area for nesting. By implementing the following mitigation measures, impacts to these species should be minimal if unable to be avoided. 4.1.1 Burrowing Owl Burrowing owl (Athene cunicularia) is a state threatened species that has moderate potential to use the review area for nesting and foraging. This species is commonly found in prairie dog towns throughout Colorado, with Colorado's burrowing owls mostly migratory (AOS 2025). CPW's Recommended Survey Protocol and Actions to Protect Nesting Burrowing Owls should be used as guidance when developing a site that has evidence of prairie dog use (CPW 2021a). Protocol surveys should include the following: ■ Surveys should be conducted during times when burrowing owls are most likely to be present in prairie dog towns. CPW recommends that targeted surveys be conducted for any activities resulting in ground - disturbing destruction from March 15 through October 31. ■ Surveys should be conducted in the early morning (30 minutes before sunrise until 10:00 a.m. or until the temperature reaches 80°F, whichever is earlier) and early evening (2 hours before sunset until 30 minutes after sunset). ■ Survey locations should be separated by approximately 800 meters (0.5 miles), or as necessary to provide adequate visual coverage of the entire prairie dog town. ■ At least three surveys should be conducted at each survey point. Surveys should be separated by approximately 1 week. If burrowing owls are confirmed to be nesting in a prairie dog town or other suitable burrow within the review area, CPW should be consulted immediately to determine how to proceed. 4.1.2 Black -Tailed Prairie Dog Black -tailed prairie dogs (Cynomys ludovicianus) are a state species of concern, with signs of this species noted in the review area. This species is classified and managed by CPW through Title 33 in the Colorado Revised Statutes and the Parks and Wildlife Commission Regulations. CPW may issue a permit to live relocate this species if it is present within the review area. It is important to discuss the potential presence of this species with CPW early in the permitting process to ensure proper survey methodology and if live trapping will be necessary to relocate the species (CPW 2025). D U D E K 12995.47 11 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT 4.1.3 Swift Fox Swift fox (Vulpes velox) is a state species of concern, with signs of this species noted within the review area. No formal survey protocol has been published by CPW for this species. However, if the species is confirmed present within the review area, CPW should be contacted immediately to discuss next steps. 4.1.4 Nesting Bird Surveys Vegetation removal and initial ground -disturbing activities should occur outside of the nesting season (generally April through September) to the extent feasible to avoid potential impacts to nesting birds. This would ensure that no active nests would be impacted, and would allow vegetation removal and project activities to proceed without constraints. If vegetation removal and initial ground -disturbing activities occur during the nesting season, all suitable habitats should be thoroughly surveyed by a qualified avian biologist for the presence of nesting birds before commencement of clearing. If any active nests are detected, a buffer based on species tolerance and agency guidance would be delineated, flagged, and avoided until the nesting cycle is complete, as determined by the qualified avian biologist. 4.1.5 Colorado Parks and Wildlife Best Management Practices for Solar Energy Development It is not anticipated that other agency -approved protocol surveys would be required for any of the remaining special - status species that have potential to occur in the review area. However, CPW has published a list of best management practices for solar energy development that should be followed to avoid, minimize, and/or mitigate impacts from development of the project (CPW 2021b). Although this is not a solar energy facility, these best management practices are still recommended. Coordination with the wildlife agencies should occur early in the development process to ensure no other surveys or best management practices are required. ■ Conduct pre- and post -development surveys that assess and measure wildlife use of the site to evaluate how the lost habitat may impact wildlife species. ■ Confirm alignment and compliance with Colorado Public Utilities Commission Rule 3668, Environmental Impacts, which requires pre -development wildlife surveys. ■ Use previously disturbed lands that are within and adjacent to developed areas to the extent feasible. ■ Minimize the project footprint to reduce the impacts to wildlife due to habitat loss and fragmentation. ■ Consult with CPW for review and comment on wildlife and habitat survey protocol before the protocol is finalized. The minimum recommended length of study for both pre- and post -construction surveys for utility - scale solar projects is 1 year. It is recommended that pre -construction and construction/post-construction monitoring be conducted using similar methods so that valid comparisons can be made. ■ Identify and buffer sensitive wildlife species and high -priority habitat features when considering infrastructure placement and operation, especially during critical nesting periods. ■ Limit vehicle speeds to 25 miles per hour on project roads. ■ Minimize open trenches and install earthen ramps or cover trenches that need to be open for extended periods. D U D E K 12995.47 12 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT ■ Conduct weed control measures in compliance with the Colorado Noxious Weed Act (CRS Section 35-5.5- 115) and the current rules pertaining to the administration and enforcement of the Colorado Noxious Weed Act. ■ Reference the 2009 CPW publication Fencing with Wildlife in Mind when designing project fencing. ■ Co -located new transmission lines with existing transmission lines or infrastructure corridors whenever possible to minimize additional impacts on wildlife and to reduce habitat fragmentation. ■ Prevent wildlife access to artificial water sources associated with the project that could be a risk to wildlife. ■ In locations with high avian migration and use and where there is a potential risk to avian species, CPW recommends development of a post -construction monitoring program in accordance with the USGS 2016 report Mortality Monitoring Design for Utility -Scale Solar Power Facilities. ■ Reclaim areas disturbed by construction and develop long-term decommissioning and reclamation plans in the event that it is decided to decommission any infrastructure of the facility. D U D E K 12995.47 13 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 14 APRIL 2025 5 References AOS (American Ornithological Society). 2025. Checklist of North and Middle American Birds. Accessed April 2025. http,//checklist.americanornithology.org/. CNHP (Colorado Natural Heritage Program). 2025a. "Build Your Own Tracking List." Accessed April 2025. https://cnh p.colostate.ed u/ourdata/tracki nglist/custom-tracking/. CNHP. 2025b. CODEX: Colorado's Conservation Data Explorer. Accessed April 2025. https://codex.cnhp.colostate.edu/. Cornell University. 2025. The Cornell Lab of Ornithology. Accessed April 2025. https://www.birds.cornell.edu/. County of Weld. 2022. Parks, Open Space and Trails Master Plan for Weld County, Colorado. Accessed April 2025. https://www.adcogov.org/sites/default/files/2022-10/POST-Master-Plan_v10.2O22.pdf. CPW (Colorado Parks and Wildlife). 2021a. Recommended Survey Protocol and Actions to Protect Nesting Burrowing Owls. Accessed April 2025. https://cpw.state.co.us/Documents/WildlifeSpecies/ LivingWithWildlife/Recommended-Survey-Protocol-Burrowing-Owls.pdf. CPW. 2O21b. Colorado Parks and Wildlife Best Management Practices for Solar Energy Development. Accessed April 2025. https://cpw.state.co.us/Documents/Conservation-Resources/Energy-Mining/ Solar-Energy-BMPs.pdf. CPW. 2025. "Living with Prairie Dogs." Accessed April 2025. https://cpw.state.co.us/living-prairie- dogs#230548828-3155000121. Crother, B.I. 2017. Scientific and Standard English Names of Amphibians and Reptiles of North America North of Mexico, with Comments Regarding Confidence in our Understanding. 8th ed. Herpetological Circular No. 43, edited by J.J. Moriarty. Shoreview, Minnesota: Society for the Study of Amphibians and Reptiles. Dudek. 2025. Aquatic Resources Delineation Report: Windy Bluff Energy Storage System Project. April 2025. Esri. 2025. "World Imagery" [basemap]. Scale not given. "World Topographic Map." Accessed March and April 2025. http://www.arcgis.com/home/item.html?id=3Oe5fe3l49c34dflba922e6f5bbf8O8f. FEMA (Federal Emergency Management Agency). 2025. National Flood Hazard Layer Viewer [online database]. Accessed April 2025. https-//hazards-fema.maps.arcgis.com/apps/webappviewer/ index.html?id=8bOad b51996444d4879338b5529aa9cd. Google Earth. 2025. Google Earth, desktop application; centered on the project site. Accessed April and May 2025. https://www.google.com/earth/. Hanophy, W. 2009. Fencing with Wildlife in Mind. Colorado Parks and Wildlife, Denver, Colorado. 36 pp. https://cpw.state.co.us/Documents/LandWater/PrivateLandPrograms/FencingWithWildlifeInMind.pdf. D U D E K 12995.47 15 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT Kottek, M., J. Grieser, C. Beck, B. Rudolf, and F. Rubel. 2006. "World Map of the K6ppen-Geiger Climate Classification Updated." Meteorologische Zeitschrift 15(3): 259-263. https://doi.org/10.1127/ 0941-2948/2006/0130. Missouri Department of Conservation. 2008. "Western Prairie Fringed Orchid, Platanthera praeclara Guidelines for Landowners Using Conservation Practices." https://efotg.sc.egov.usda.gov/references/Public/MO/Western prairie_fri ngedorchid.pdf. Resmer, K. 1999. "Vulpes velox," Animal Diversity Web. Accessed April 2025. https://animaldiversity.org,/ accounts/V u I pes_ve I ox/. USACE (U.S. Army Corps of Engineers). 1987. Corps of Engineers Wetland Delineation Manual. Online ed. Environmental Laboratory, Wetlands Research Program Technical ReportY-87-1. Vicksburg, Mississippi: U.S. Army Engineer Waterways Experiment Station. January 1987. Accessed April 2025. http://www.fedcenter.gov/Bookma rks/index. cfm?id=6403&pge_id=1606. USACE. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region (Version 2.0). Environmental Laboratory, ERDC/EL TR-10-01. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center. March 2010. Accessed April 2025. https://www.mvp.usace.army.mil/ Portals/57/docs/regulatory/Website%200rganization/Great%20Plains%20Regional%20Supplement.pdf. USACE. 2022. National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams, Interim Version. November 2022. USDA (U.S. Department of Agriculture). 2025. Web Soil Survey. USDA, Natural Resources Conservation Service. Accessed March and April 2025. http://websoilsurvey.nres.usda.gov. USFWS (U.S. Fish and Wildlife Service). 2025a. Critical Habitat and Species Occurrence Data. Accessed April 2025. http://www.fws.gov/data. USFWS. 2025b. Information for Planning and Consultation. Accessed April 2025. https://ipac.ecosphere.fws.gov/. USFWS. 2025c. National Wetlands Inventory (NWI). Accessed April 2025. https://www.fws.gov/wetlands/. USGS (U.S. Geological Survey). 2016. Mortality Monitoring Design for Utility -Scale Solar Power Facilities. By Manuela Huso, Thomas Dietsch, and Chris Nicolai. U.S. Geological Survey Open -File Report 2016-1087, 44 p. http://dx.doi.org/10.3133/ofr20161087. USGS. 2024. Gap Analysis Project (GAP), Protected Areas Database of the United States (PAD -US) 4.1: U.S. Geological Survey data release. https://doi.org/10.5066/P96WBCHS. USGS. 2025. National Hydrography and Watershed Boundary Dataset. USGS National Hydrography Products. Accessed April 2025. https,//www.usgs.gov/core-science-systems/ngp/national-hydrography/watershed- bou nda ry-dataset?gtscience_su pport_page_related_con=4#qt-science_su pport_page_related_con. Wilson, D.E, and D.M. Reeder, eds. 2005. Mammal Species of the World: A Taxonomic and Geographic Reference. 3rd ed. Baltimore, Maryland: Johns Hopkins University Press. D U D E K 12995.47 16 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT WRCC (Western Regional Climate Center). 2025. "Longmont 2 ESE, Colorado, Period of Record Monthly Climate Summary." Accessed March 2025. https://wrcc.dri.edu/cgi-bin/cliMAIN.pl?co5116. WYGFD (Wyoming Game and Fish Department). 2023. "Wyoming State Wildlife Action Plan Species Account: Black -Tailed Prairie Dog." https://wgfd.wyo.gov/WGFD/media/content/PDF/Habitat/SWAP/ Mammals/Black-tailed-Prairie-Dog.pdf. D U D E K 12995.47 17 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 18 APRIL 2025 Larimer County r d County TIM m w n ny� Q Review Area SOURCE: Bing Maps 2025 D U D C K © 0 1,000 2,00 Feet t, t FIGURE 1 Project Location Windy Bluff Energy Storage Project WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 20 APRIL 2025 it t l Aw - -Nail Q Review Area Soils 0 44, Olney loamy sand, 1 to 3 percent slopes 0 45, Olney loamy sand, 3 to 5 percent slopes SOURCE: Bing Maps 2025; USDA 2023 D U D C K © L 16 330Feet FIGURE 2 Soils Windy Bluff Energy Storage Project WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 22 APRIL 2025 f M 0 Q Review Area Watershed HUC 10 Subwatershed HUC 12 National Hydrography Dataset (NHD) Canal Ditch Flood Hazard Zones Zone X, Area of Minimal Flood Hazard SOURCE: Bing Maps 2025; USFWS NWI 2024; USGS NHD 2025; FEMA2025 D U D C K © 0 250 500 Feet FIGURE 3 Hydrology Windy Bluff Energy Storage Project WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 24 APRIL 2025 SOURCE: Bing Maps 2025; USGS 2024 D U D E K© ° 500 ]F Feet FIGURE 4 Protected Areas Windy Bluff Energy Storage Project WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / BIOLOGICAL ASSESSMENT REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 26 APRIL 2025 Appendix A Representative Photos APPENDIX A / REPRESENTATIVE PHOTOS Photo 1. Representative photo (1 of 2) of non-native grassland within review area. Photo 2. Representative photo (2 of 2) of non-native grassland within review area. D U D E K 12955.47 A-1 APRIL 2025 D1l10 APPENDIX A / REPRESENTATIVE PHOTOS Photo 4. Black -tailed prairie dog (Cynomys ludovicianus) burrows within the review area. D U D E K 12955.47 A-3 APRIL 2025 APPENDIX A / REPRESENTATIVE PHOTOS Photo 5. Small mammal scat at burrow entrance within review area. D U D E K 12955.47 A-4 APRIL 2025 APPENDIX A / REPRESENTATIVE PHOTOS y� :: . Photo 6. Black -tailed prairie dog skull found near burrow in review area. D U D E K 12955.47 A-5 APRIL 2025 APPENDIX A / REPRESENTATIVE PHOTOS Photo 7. Potential swift fox (Vulpes velox) burrow in review area. DUDEK 12955.47 A-b APRIL 2025 �[`" 'tis� .�^yam ~ } F R#" : �, a • � . � '.�j.� • !, . APPENDIX A / REPRESENTATIVE PHOTOS INTENTIONALLY LEFT BLANK D U D E K 12955.47 A-8 APRIL 2025 Appendix B Plant Species Compendium APPENDIX B / PLANT SPECIES COMPENDIUM Vascular Species E u d i cots ASTERACEAE - SUNFLOWER FAMILY Heterotheca villosa - hairy false goldenaster CHENOPODIACEAE - GOOSEFOOT FAMILY * Bassia hyssopifolia - fivehorn smotherweed Salsola tragus - prickly Russian thistle POLYGONACEAE - BUCKWHEAT FAMILY * Rumex crispus - curly dock SCROPHULARIACEAE - FIGWORT FAMILY * Verbascum thapsus - common mullein ULMACEAE - ELM FAMILY Ulmus americana - American elm Monocots POACEAE - GRASS FAMILY * Bromus inermis - smooth brome * Signifies introduced (non-native) species. D U D E K 12995.47 B-1 APRIL 2025 APPENDIX B / PLANT SPECIES COMPENDIUM INTENTIONALLY LEFT BLANK D U D E K 12995.47 B-2 APRIL 2025 Appendix C Wildlife Species Compendium APPENDIX C / WILDLIFE SPECIES COMPENDIUM Wildlife Species Birds Blackbirds, Orioles, and Allies ICTERIDAE - BLACKBIRDS Agelaius phoeniceus - red -winged blackbird Sturnella neglecta - western meadowlark Pigeons and Doves COLUMBIDAE - PIGEONS AND DOVES * Columba livia - rock pigeon Shorebirds CHARADRIIDAE - LAPWINGS AND PLOVERS Charadrius vociferus - killdeer Starlings and Allies STURNIDAE - STARLINGS * Sturnus vulgaris - European starling Mammals Canids CANIDAE - WOLVES AND FOXES Vulpes velox - swift fox Domestic EQUIDAE - HORSES AND BURROS * Equus caballus - domestic horse BOVIDAE - BISON, GOATS, AND SHEEP Bos taurus - domestic cattle D U D E K 12995.47 C-1 APRIL 2025 APPENDIX C / WILDLIFE SPECIES COMPENDIUM Squirrels SCIURIDAE - SQUIRRELS Cynomys ludovicianus - black -tailed prairie dog * Signifies introduced (non-native) species. D U D E K 12995.47 C-2 APRIL 2025 Appendix D USFWS IPaC Results IPaC U.S. Fish & Wildlife Service IPaC resource list This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires gathering additional site -specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section. J � Location Weld County, Colorado M. Local office Colorado Ecological Services Field Office k. (303) 236-4773 1@ (303) 236-4005 MAILING ADDRESS Denver Federal Center to] §1-TO &I47ME:101 Denver, CO 80225-0486 PHYSICAL ADDRESS 1 Denver Federal Center Bldg 25 Room W1 911} Denver, CO 80225-0001 Foy 0 \SI*000 01 G Endangered species This resource list is for informational purposes only and does not constitute an analysis of project level impacts. The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site -specific and project -specific information is often required. Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an official species list from either the Regulatory Review section in IPaC (see directions below) or from the local field office directly. For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing the following: 1. Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST SPECIES LIST. Listed speciesl and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under their jurisdiction. 1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are regulated by USFWS (see FAQ). 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Mammals NAME Preble's Meadow Jumping Mouse Zapus hudsonius preblei Wherever found There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/4090 Birds NAME STATUS Threatened STATUS f Eastern Black Rail Laterallus jamaicensis ssp. jamaicensis Threatened Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/10477 Piping Plover Charadrius melodus Threatened This species only needs to be considered if the following condition applies: • Project includes water -related activities and/or use in the N. Platte, S. Platte, and Laramie River Basins which may affect listed species in Nebraska. There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/6039 Whooping Crane Grus americana Endangered There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/758 Fishes NAME STATUS Pallid Sturgeon Scaphirhynchus albus Wherever found This species only needs to be considered if the following condition applies: • Project includes water -related activities and/or use in the N. Platte, S. Platte, and Laramie River Basins which may affect listed species in Nebraska. No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/7162 Insects NAME Monarch Butterfly Danaus plexippus Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/9743 Flowering Plants NAME 1P Ute Ladies' -tresses Spiranthes diluvialis' -0 Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/2159 Western Prairie Fringed Orchid Platanthera praeclara Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/1669 Critical habitats Endangered STATUS Candidate P STATUS Threatened Threatened Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves. There are no critical habitats at this location. You are still required to determine if your project(s) may have effects on all above listed species. Bald &Golden Eagles Bald and golden eagles are protected under the Bald and Golden Eagle Protection Act' and the Migratory Bird Treaty Act2. Any person or organization who plans or conducts activities that may result in impacts to bald or golden eagles, or their habitats3, should follow appropriate regulations and consider implementing appropriate conservation measures, as described in the links below. Specifically, please review the "Supplemental Information on Migratory Birds and Eagles". Additional information can be found using the following links: • Eagle Management https://www.fws.gQv//program/eagle-management • Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing-incidental-take- migratory-birds • Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/documents/nationwide-standard-conservation- measures.pdf • Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/media/supplemental-information-migratory-birds-and-bald-and- golden-eagles-may-occur-project-action There are likely bald eagles present in your project area. For additional information on bald eagles, refer to Bald Eagle Nesting and Sensitivity to Human Activity For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF PRESENCE SUMMARY below to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON Bald Eagle Haliaeetus leucocephalus Breeds Oct 15 toJul 31 This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1626 Golden Eagle Aquila chrysaetos Breeds Dec 1 to Aug 31 This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1680 Probability of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence ( �00 V% Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4- week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. MULZMA How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season( ) Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort (1) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey effort range, simply hover your mouse cursor over the bar. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. probability of presence breeding season I survey effort — no data SPECIES JAN FEB MAR APR MAY JUN JUL 1 AUG SEP OCT NOV DEC AlBald Eagle i �,_ - —II_ 1 '— —i �19" - ---- lips EM�' --- Non-BCC Vulnerable r Golden Eagle c i■��� . __ — — — — — Non -BCC ' Vulnerable What does IPaC use to generate the potential presence of bald and golden eagles in my specified location? The potential for eagle presence is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey., banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply). To see a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool. What does IPaC use to generate the probability of presence graphs of bald and golden eagles in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC), and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey., banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Please contact your local Fish and Wildlife Service Field Office if you have questions. Migratory birds 1� Certain birds are protected under the Migratory Bird Treaty Act' and the Bald and Golden Eagle Protection Act2. - � if i Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats3 should follow appropriate regulations and consider implementing appropriate conservation measures, as described in the links below. Specifically, please review the "Supplemental Information on Migratory Birds and Eagles". 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. Additional information can be found using the following links: • Eagle Management https://www.fws.gQv//program/eagle-management • Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing-incidental-take- migratory-birds • Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/ documents/nationwide-standard-conservation-measures.pdf • Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/media/supplemental-information-migratory-birds-and-bald-and- golden-eagles-may-occu r-project-action The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF PRESENCE SUMMARY below to see when these birds are most likely to be present and breeding in your project area. NAME Bald Eagle Haliaeetus leucocephalus This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. BREEDING SEASON Breeds Oct 15 to jul 31 V ` https://ecos.fws.gov/ecp/species/1626 1 Ferruginous Hawk Buteo regalis 4 Breeds Mar 15 to Aug 15 This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA https://ecos.fws.gov/ecp/species/6038 Golden Eagle Aquila chrysaetos This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1680 Lesser Yellowlegs Tringa flavipes This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9679 Northern Harrier Circus hudsonius This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA https://ecos.fws.gov/ecp/species/8350 Breeds Dec 1 to Aug 31 Breeds elsewhere Breeds Apr 1 to Sep 15 Probability of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence (e) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4- week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season( ) Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort (') Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey effort range, simply hover your mouse cursor over the bar. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. probability of presence breeding season I survey effort — no data SPECIES ]AN FEB MAR APR MAY JUN JUL Bald Eagle 11�V ■711 1 11—'—' � "R*® 77— Non -BCC °P' Vulnerable Ferruginous Hawk BCC - BCR Golden Eagle Non -BCC Vulnerable Lesser Yellowlegs BCC Rangewide (CON) Northern Harrier BCC - BCR AUG SEP �7-•-+ ++r ���++ � IF ��A� PIP — '-- — • 7-a-+— 1--+ +--- -- OCT NOV DEC - r, 1 1 +--1- +-,-+- �---4- +- --- ---- - - -- --- (%0 \ `146 — — ---- ---- ---- � Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the list of migratory birds that potentially occur in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC), and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN).. The AKN data is based on a growing collection of survey,, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey., banding, and citizen science datasets. �''� Probabilityof presence data is continuous) being updated as new and better information become p Y g p available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering or migrating in my area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may query your location using the RAIL Tool and look at the range maps provided for birds in your area at the bottom of the profiles provided for each bird in your results. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study_ and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report ,40 The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. Facilities National Wildlife Refuge lands Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. There are no refuge lands at this location. Fish hatcheries There are no fish hatcheries at this location. Wetlands in the National Wetlands Inventory (NWI) Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. This location did not intersect any wetlands mapped by NWI. NOTE: This initial screening does not replace an on -site delineation to determine whether wetlands occur. Additional information on the NWI data is provided below. Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problems. Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate Federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. Foy 01 G Appendix E Colorado Natural Heritage Program Tracking List for Weld County Colorado Natural Heritage Program (CNHP) Vascular Plants Physaria arenosa Great Plains Bladderpod G5 S1 Fully Tracked Vascular Plants Astragalus gilviflorus Plains Milkvetch G5 S2 Fully Tracked Vascular Plants Oreocarya cana Mountain Cat's- eye G4 S2 Fully Tracked Birds Numenius americanus Long- billed Curlew G4 S213 SC BLM, SWAP Tier 2, USFS Fully Tracked Fish Etheostoma exile Iowa Darter G5 S3 SC SWAP Tier 2 Fully Tracked Vascular Plants Chenopodium cycloides Sandhill Goosefoot G3G4 S2 USFS Fully Tracked Vascular Plants Schoenoplectiella saximontana Rocky Mountain Bulrush G5 S1 Fully Tracked Vascular Plants Carex crawei Crawe Sedge G5 S1 Fully Tracked Mammals Cynomys ludovicianus Black -tailed Prairie Dog G4 S3 SC BLM, SWAP Tier 2, USFS Fully Tracked Insects Mesocapnia frisoni A Stonefly G5 S1 SWAP Tier 2 Fully Tracked Vascular Plants Spiranthes diluvialis Ute Ladies' Tresses G2G3 S2 LT SWAP Tier 1 Fully Tracked Reptiles Thamnophissirtalis Common Garter Snake G5 S3 SC SWAP Tier 2 Fully Tracked Insects Euphilotes rita coloradensis Rita Dotted- Blue G3G4T3 S2 SWAP Tier 2 Fully Tracked Mammals Nyctinomops macrotis Big Free- tailed Bat G5 S1 SWAP Tier 2 Fully Tracked Amphibians Lithobates pipiens Northern Leopard Frog G5 S3 SC BLM, SWAP Tier 1, USFS Fully Tracked Natural Communities Prunus virginiana - (Prunus americana) Wet Shrubland Foothills Riparian Shrubland G4Q S1 Fully Tracked Birds Rhynchophanes mccownii Thick- billed Longspur G4 S213 SWAP Tier 2, USFS Fully Tracked Natural Communities Carex praegracilis Wet Meadow Clustered Sedge Wetland G3G4 S2 Fully Tracked Birds Charadrius montanus Mountain Plover G3 S213 SC BLM, SWAP Tier 1, USFS Fully Tracked Natural Communities Schoenoplectus pungens Marsh Bulrush G3G4 S3 Fully Tracked Vascular Plants Sagittaria montevidensis ssp. calycina Long- lobe Arrowhead G5T5? S1 Fully Tracked Mammals Mustela nigripes Black- footed Ferret G1 S1 LE, XN SE SWAP Tier 1 Fully Tracked Vascular Plants Lomatium nuttallii Dog Parsley G3 S2 Fully Tracked Mammals Perimyotis subflavus Tricolored Bat G3G4 S2 Fully Tracked Birds Pelecanus erythrorhynchos American White Pelican G4 S113 BLM, SWAP Tier 2 Fully Tracked Vascular Plants Ammannia robusta Grand Redstem G5 S2 Fully Tracked Vascular Plants Cyperus bipartitus Slender Flatsedge G5 S2 Fully Tracked Birds Buteo regalis Ferruginous Hawk G4 S313, S4N SC BLM, SWAP Tier 2, USFS Fully Tracked Vascular Plants Liatris ligulistylis Rocky Mountain Gay- feather G5? S2 Fully Tracked Vascular Plants Liatris lancifolia Lanceleaf Gay- feather G4 S1 Fully Tracked Vascular Plants Oenothera coloradensis Colorado Butterfly Plant G3T2 S1S2 SWAP Tier 1, USFS Fully Tracked Insects Plathemis subornata Desert Whitetail G4 S3 Fully Tracked Vascular Plants Botrychium lineare Narrowleaf Grapefern G3 S2S3 SWAP Tier 2, USFS Fully Tracked Vascular Plants Sisyrinchiumangustifolium NarrowleafBlue- eyed - grass G5 S1 Fully Tracked Birds Plegadischihi White-faced Ibis G5 S213 BLM, SWAP Tier 2 Fully Tracked Vascular Plants Daleacylindriceps AndeanPrairie- clover G3 S2S3 Fully Tracked Mammals Vulpes velox Swift Fox G3 S3 SC BLM, SWAP Tier 2, USFS Fully Tracked Birds Haliaeetus leucocephalus Bald Eagle G5 S36, S3N SC BGEPA, BLM, SWAP Tier 2, Fully Tracked USFS Mammals Zapus hudsonius preblei Meadow Jumping Mouse Subsp G5T2 S1 LT ST SWAP Tier 1 Fully Tracked Birds Calcarius ornatus Chestnut- collared Longspur G5 S16 SWAP Tier 2, USFS Fully Tracked Birds Himantopus mexicanus Black- necked Stilt G5 S313 Fully Tracked Insects Argynnis idalia Regal Fritillary G3? S1 SWAP Tier 2, USFS Fully Tracked Insects Sympetrum madidum Red -veined Meadowfly G5 S2 SWAP Tier 2 Fully Tracked Vascular Plants Astragalus hyalinus Summer Orophaca G4 S2 Fully Tracked Insects Polites rhesus Rhesus Skipper G3? S2S3 SWAP Tier 2 Fully Tracked Vascular Plants Asclepias hallii Hall's Milkweed G3 S3 Fully Tracked Vascular Plants Eriogonum pauciflorum Few flowered Wild Buckwheat G5 S2 Fully Tracked Mollusks Anodontoidesferussacianus Cylindrical Papershell G5 S2 SC SWAP Tier 2 Fully Tracked Vascular Plants Parthenium alpinum Wyoming Feverfew G3 S2 Fully Tracked Vascular Plants Musineon tenuifolium Slender Parsley G4 S2 Fully Tracked Birds Tympanuchus cupido pinnatus Greater Prairie Chicken G4T4 S3 USFS Fully Tracked Mollusks Anodonta grandis Giant Floater G5 S2 Fully Tracked Page 1 Colorado Natural Heritage Program (CNHP) Ndjll 1,11t 411. Vascular Plants Asclepias uncialis Dwarf Milkweed G2 Insects Euproserpinus wiesti Wiest's Sphinx Moth G3 Fish Chrosomus eos Northern Redbelly Dace G5 Insects Sympetrum costiferum Saffron -winged Meadowhawk G5 Insects Libellula composita Bleached Skimmer G3G4 Natural Communities Cercocarpus montanus / Hesperostipa comata Shrubland Mixed Foothill Shrublands G2 Natural Communities Populus deltoides / Carex pellita Floodplain Woodland Plains Cottonwood Riparian Woodlai G2 Natural Communities Atriplex canescens / Bouteloua gracilis Shrubland Shortgrass Prairie G3 Natural Communities Artemisia filifolia / Schizachyrium scoparium - Andropogon hallii Northern Sandhill Prairie G3? Shrubland Natural Communities Populus deltoides / Salix exigua - Salix interior Floodplain Woodland Plains Cottonwood Riparian GNR Woodland Natural Communities Pascopyrum smithii - Eleocharis spp. Wet Meadow Playa Grassland G1 Natural Communities Juniperus scopulorum / Schizachyrium scoparium Woodland Scarp Woodlands G2 Natural Communities Andropogon hallii - Calamovilfa longifolia Grassland Northern Sandhill Prairie G4G5 Natural Communities Hesperostipa comata - Bouteloua gracilis Central Grassland Montane Grasslands G4 Natural Communities Schizachyrium scoparium - Bouteloua curtipendula Western Great Plains Great Plains Mixed Grass Prairies G3 Grassland (Sandstone / Gravel Breaks) Natural Communities Bouteloua gracilis - Bouteloua dactyloides Grassland Shortgrass Prairie G4 Vascular Plants Physaria brassicoides Rydberg's Double Twinpod G5 Vascular Plants Trifolium anemophilum Laramie Hills Clover G5T2? Mollusks Ferrissia californica Fragile Ancylid G5 Vascular Plants Erigeron radicatus Taproot Daisy G3G4 S2 SWAP Tier 2,USFS Fully Tracked S2 SWAP Tier 2 Fully Tracked S1 SE SWAP Tier 1, USFS Fully Tracked S3 Fully Tracked S2 Fully Tracked S2 Fully Tracked S2 Fully Tracked S2 Fully Tracked S2 Fully Tracked S3 Fully Tracked S1 Fully Tracked S2 Fully Tracked S2 Fully Tracked S2 Fully Tracked S2 Fully Tracked S2? Partial Tracking S1 Fully Tracked S1 SWAP Tier 2 Fully Tracked S1 SWAP Tier 2 Fully Tracked S1 Fully Tracked Page 2 Appendix F Colorado Conservation Data Explorer Results Colorado's Conservation Data Explorer Project Review Report Project Description Project in Weld County Project Information Report Generation Date: 11/8/2024 11:36:04 AM Project Title: Weld County V User Project Number(s): System Generated ID: CODEX-4744 Project Type: Energy Project Size: 14.17 (acres) Latitude/Longitude: 40.244801 /-104.773915 County(s): WELD Watershed(s) HUC 8: Middle South Platte -Cherry Creek Township/Range and/or Section(s): 003N066W - 09 - 6P Contact Information Organization: Dudek Contact Name: Kristen Amicarelle Contact Phone: 7192489752 Contact Email: kmicarelle@dudek.com Contact Address: 1001 Bannock Street Suite #227 , Denver, CO 80204 Submitted On Behalf Of: CONSULTING Prepared By: Page 1 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Project Report: The information contained herein represents the results of a search of Colorado's Conservation Data Explorer (CODEX) and can be used as notice to anticipate possible impacts or identify areas of interest. This tool queries multiple conservation datasets and includes a synthesis of Colorado Natural Heritage Program (CNHP) and Colorado Parks and Wildlife (CPW) data for sensitive animal and plant species and natural communities. Care should be taken in interpreting these data. Please note that the absence of data for a particular area, species, or habitat does not necessarily mean that these natural heritage resources do not occur on or adjacent to the project site, rather that our files do not currently contain information to document their presence. CODEX information should not replace field studies necessary for more localized planning efforts, especially if impacts to wildlife habitat are possible. Although every attempt is made to provide the most current and precise information possible, please be aware that some of our sources provide a higher level of accuracy than others, and some interpretation may be required. CODEX data is constantly updated and revised. Please contact CNHP, CPW and our partners for assistance with interpretation of this report or to obtain more information. Disclaimer: 1. This is a preliminary environmental screening tool. It is not a substitute for the potential knowledge gained by having a biologist conduct a field survey of the project area. This review does not constitute environmental consultation (including federal consultation under the Endangered Species Act), land use permitting, or the review of site -specific projects by CNHP and CPW and our partners. 2. This Project Report is based on the project study area that was entered. The report must be updated if the project study area, location, or the type of project changes. 3. The Conservation Data Explorer (CODEX) data is constantly changing and being updated and is not intended to be the final word on the potential distribution of special status species. Colorado is large and diverse with plants, animals, and environmental conditions that are ever changing. Consequently, many areas may contain species that biologists do not know about or species previously noted in a particular area may no longer occur there. CODEX data contains information about species occurrences that have actually been reported to CNHP, CPW and our partners. Not all of Colorado has been surveyed for special status species, and surveys that have been conducted have varied greatly in scope and intensity. Such surveys may reveal previously undocumented population of species of special concern. Page 2 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Location Accuracy Disclaimer: Project locations are assumed to be both precise and accurate for the purposes of environmental review. The creator/owner of the Project Review Report is solely responsible for the project location and thus the correctness of the Project Review Report content. Contact for CODEX Support: Colorado Natural Heritage Program (CNHP) CNHP Colorado State University 1475 Campus Delivery Fort Collins, CO 80523-1475 Tel: (970) 491-7331 Email: CNHP _codex_support&mail.colostate.edu CNHP Website: cnhp.colostate.edu Colorado Parks and Wildlife For support regarding project review of land use impacts to wildlife, please contact the regional office in which your project resides and visit https://cpw.state.co.us/conservation/Pages/CON-Energy-Land.aspx CPW Website : cow.state.co.us Northeast Region Denver Office 6060 Broadway Denver, CO 80216 Tel: (303) 291-7227 Northwest Region Grand Junction Office 711 Independent Avenue Grand Junction, CO 81505 Tel: (970) 255-6100 Southeast Region Colorado Springs Office 4255 Sinton Road Colorado Springs, CO 80907 Tel: (719) 227-5200 Southwest Region Durango Office 151 East 16th Street Durango, CO 81301 Tel: (970) 247-0855 For questions regarding CPW data in CODEX please contact 303-291-7152 or matt.schulz&state.co.us Page 3 of 14 N c •��� a, - c - "a. County Rewr- 3 o u_ —County-Road-36 _ - 'County-F I �ro VV\ � 1 7 M , er ,4 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Weld County V Topographic Map with Land Management Status a - a - a - " 4803 ft Coun r county Road 36 �O1' Evans Number 2 P/ntFe UaJley epnD/ 494 n o on G C G o a n� Q N � W N 'Y q w+ C, E O.OA.15 0.3 0.45 0 5 Miles S Buffered Search Area NPS Local 0 Project Boundary USFS NGO/Land Trust Misc Federal (BOR, USFWS Private Conservation DOD, Misc) Tri ba I Private BLM State Esri, NASA, NGA, USGS, FEMA Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METIINASA, USGS, EPA, NIPS, US Census Bureau, USDA, USFwS Page 5 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Weld County V Web Map As Submitted By User N W E 0.0A.15 0.3 0,45 0.6 + Miles S 0 Buffered Search Area 0 Project Boundary Esn. HASA, HGA, USGS, FELLA Page 6 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Table 1. Documented Occurrences Within 1 Miles Of Project Area No results were found for this project area. Table 2. Potential 4rea: Models, Range Maps, or Records with Low Precision Birds Aquila chrysaetos Golden Eagle CPW Breeding Range G5 S3S4B,S BGEPA/BLM/SWAP CPW 20231222 4N Tier 1 Mammals Zapus hudsonius preblei Meadow Jumping Mouse Subsp CPW Overall Range G5T2 S1 LT ST SWAP Tier 1 CPW 20231222 Table 3. Fish & Wildlife Service Critical Habitats within 1 Miles of Project Area No results were found for this project area. Table 4. Documented Occurrences within 1 Miles of Project Area: Rare Species, Natural Communities, and Species of Economic, Recreational or Conservation Value Fish Etheostoma exile Iowa Darter CPW HUC12 G5 S3 Sc SWAP Tier 2 CPW 20 Presence 231222 Fish Leoomis humilishumilis Orangespotted Sunfish CPW HUC12 G5 S5 SWAP Tier 1 CPW 20 Presence 231222 Vascular Plants Cvaerus bibipartitus Slender Flatsedge CNHP EO G5 S2 H 1972-07-26 20186 CNHP 20 240711 Page 7 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Table 5. Potential Occurrences within Project Area: Models, Range Maps, or Records with Low Precision Birds Ammodramus savannarum Birds Athene cunicularia Birds Bartramia longicauda Birds Botaurus lentiginosus Birds Branta canadensis Birds Branta canadensis Birds Buteo regalis Birds Buteo swainsoni Birds Calamospiza melanocorys Birds Catharus fuscescens Birds Charadrius montanus Birds Circus hudsonius Birds Falco mexicanus Birds Numenius americanus Birds Peucaea cassinii Birds Phasianus colchicus Birds Selasphorus rufus Birds Spizella breweri Insects Bombus (Cull umanobombus) fraternus (Bombus fraternus) Insects Danaus plexippus Insects Euphilotes rita coloradensis Insects Sympetrum madidum Mammals Cvnomys ludovicianus Mammals Cvnomys ludovicianus Mammals Eptesicus fuscus Mammals Lasionycteris noctivagans Grasshopper Sparrow Burrowing Owl Upland Sandpiper American Bittern Canada Goose Canada Goose Ferruginous Hawk Swainson's Hawk Lark Bunting Veery Mountain Plover Northern Harrier Prairie Falcon Long -billed Curlew Cassin's Sparrow Ring-necked Pheasant Rufous Hummingbird Brewer's Sparrow Southern Plains Bumble Bee Monarch Rita Dotted- Blue Red -veined Meadowfly Black -tailed Prairie Dog Black -tailed Prairie Dog Big Brown Bat Silver -haired Bat CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Foraging Area CPW Winter Range CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Breeding Range CPW Overall Range CPW Migration Range CPW Breeding Range Range Map - within range Range Map - present Range Map - within range Range Map - present CPW Overall Range CPW Potential Occurrence CPW Overall Range CPW Overall Range G5 S3S4B SWAP Tier 2/USFS CPW 20231222 G4 S4B ST BLM/SWAP Tier CPW 20231222 1/USFS G5 S36 SWAP Tier 2 CPW 20231222 G5 S3S4B SWAP Tier 2 CPW 20231222 G5 S5 CPW 20231222 G5 S5 CPW 20231222 G4 S3B,S4N SC BLM/SWAP Tier CPW 20231222 2/USFS G5 S513 SWAP Tier 2 CPW 20231222 G5 S4 SWAP Tier 2/USFS CPW 20231222 G5 S313 SWAP Tier 2 CPW 20231222 G3 S213 SC BLM/SWAP Tier CPW 20231222 1/USFS G5 S313 SWAP Tier 2/USFS CPW 20231222 G5 S4B,S4N BLM/SWAP Tier 2 CPW 20231222 G4 S213 SC BLM/SWAP Tier CPW 20231222 2/USFS G5 S413 SWAP Tier 2/USFS CPW 20231222 G5 SNA CPW 20231222 G4 SNA SWAP Tier 2 CPW 20231222 G5 S413 BLM/SWAP Tier CPW 20231222 2/USFS G3G4 S2S3 SWAP Tier 2 CNHP 20210615 G4 S5 BLM/SWAP Tier CNHP 20210615 2/USFS G3G4T3 S2 SWAP Tier 2 CNHP 20210615 G5 S2 SWAP Tier 2 CNHP 20210615 G4 S3 SC BLM/SWAP Tier CPW 20231222 2/USFS G4 S3 SC BLM/SWAP Tier CPW 20231222 2/USFS G5 S5 CPW 20231222 G3G4 S3S4 CPW 20231222 Page 8 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Table 5. Potential Occurrences within Project Area: Models, Range Maps, or Records with Low Precision Mammals Mammals Mammals Mammals Mammals Mammals Mammals Mammals Mammals Mollusks Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Reptiles Lasiurus borealis Lasiurus cinereus Leous townsendii Myotis lucifugus Odocoileus hemionus Odocoileus virginianus Perimyotis subflavus Perognathus fasciatus Perognathus fasciatus Anodontoides ferussacianus Aoalone spinifera Aspidoscelis sexlineatus Chelydra serpentina Chrysemys picta Coluber constrictor Crotalus oreganus Crotalus viridis Heterodon nasicus Holbrookia maculata Lampropeltis gentilis Nerodia sipedon Phrynosoma hernandesi Pituophis catenifer sayi Plestiodon multivirgatus eoioleurotus Plestiodon multivirgatus Sceloporus consobrinus Sceloporus tristichus Tantilla nigricepss Terrapene ornata ornata Thamnophis elegans Thamnophis radix Thamnophis sirtalis Eastern Red Bat Northern Hoary Bat White-tailed Jackrabbit Little Brown Myotis Mule Deer White-tailed Deer Tricolored Bat Olive -backed Pocket Mouse Olive -backed Pocket Mouse Cylindrical Papershell Spiny Softshell Turtle Six -lined Racerunner Snapping Turtle Painted Turtle Racer Western Rattlesnake Western Rattlesnake Plains Hog -nosed Snake Lesser Earless Lizard Western Milksnake Northern Water Snake Greater Short -horned Lizard Bullsnake Variable Skink CPW Overall Range G3G4 S2S3B CPW Overall Range G3G4 S3S4B CPW Overall Range G5 S4 CPW Overall Range G3G4 S4 CPW Overall Range G5 S4 CPW Overall Range G5 S5 CPW Overall Range G3G4 S2 CPW Overall Range G5 S3 Range Map - within range G5 S3 Range Map - within range G5 S2 CPW Overall Range G5 S4 CPW Overall Range G5 S5 CPW Overall Range G5 S4 CPW Overall Range G5 S5 CPW Overall Range G5 S5 CPW Overall Range G5 SNR CPW Overall Range G5 S5 CPW Overall Range G5 S4 CPW Overall Range G5 S5 CPW Overall Range G5 S5 CPW Overall Range G5 S4 CPW Overall Range G5 S5 CPW Overall Range G5T5 S5 CPW Overall Range G5T5 S3 SC BLM/SWAP Tier 2/USFS SWAP Tier 2 BLM/SWAP Tier 1 SWAP Tier 1 SWAP Tier 1 SWAP Tier 2 BLM/SWAP Tier 2 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CNHP 20210615 CNHP 20210615 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 CPW 20231222 Many -lined Skink CPW Overall Range G5 S4 CPW 20231222 Prairie Lizard CPW Overall Range G5 S5 CPW 20231222 Southern Plateau Lizard CPW Overall Range G5 S3 CPW 20231222 Plains Blackhead Snake CPW Overall Range G5 S4 CPW 20231222 Ornate Box Turtle CPW Overall Range G5T5 S5 CPW 20231222 Western Terrestrial Garter Snake CPW Overall Range G5 S5 CPW 20231222 Plains Garter Snake CPW Overall Range G5 S5 CPW 20231222 Common Garter Snake CPW Overall Range G5 S3 SC SWAP Tier 2 CPW 20231222 Page 9 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Table 5. Potential Occurrences within Project Area: Models, Range Maps, or Records with Low Precision Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM About CNHP Data One of CNHP's core research activities is managing a statewide database that details the locations of rare and imperiled species and natural plant communities in Colorado. We gather data from CNHP surveys and monitoring projects, as well as from partners and other trusted sources like herbariums. All of our data are compiled and managed in the Biodiversity Information Management System (Biotics), a web -enabled database platform hosted by NatureServe. The species and natural plant communities we track are assigned global and state imperilment ranks based on rarity, threats, and trends, and their locations are mapped as element occurrences. Element occurrences include spatial data as well as details on condition, size, and landscape context. This information allows us to track both overall distribution and site -specific details describing how well elements are thriving at each location. We use element occurrences to delineate Potential Conservation Areas that represent the primary area needed to support the element occurrences, and often include additional suitable habitat or buffers from disturbance. Please visit the CNHP website for more definitions and details related to CNHP data in CODEX. CODEX Report Definitions CNHP Biodiversity Rank — The significance of a potential conservation Managed Areas Name — Name of the managed area. area in terms of its biological diversity ranging from 131 (Outstanding Biodiversity significance meaning protection of this potential conservation Manager — The general land Manager. area can prevent a species from going extinct) to B5 (General interest or open space for more globally secure species). CNHP Edit Date— The date the CNHP potential conservation area record was last updated. CNHP Identifier— A unique identifier for each CNHP data type, applicable only to CNHP data records. CO Status — State status per Colorado Parks & Wildlife: Endangered (SE), Threatened (ST), or State Special Concern (SC). Management Description - The general category of how the feature is managed. Other Species of Concern — Other globally rare species and plant communities, BLM or USFS sensitive species, state listed species, or Tier 1 and Tier 2 priority species from Colorado's State Wildlife Action Plan, and species of economic and recreational value. Other Status — Other status such as BLM sensitive species (BLM), U.S Forest Service sensitive species (USFS), and Tier 1 and Tier 2 priority Page 11 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM species from Colorado's State Wildlife Action Plan (SWAP Tier 1, SWAP Common Name — The common name of the species or plant community. Tier 2). Critical Habitat Status — Critical habitat status for federally listed species under the Endangered Species Act. Proposed — Proposed critical habitat Final — Final critical habitat Critical Habitat Federal Register- The volume number and first page of the federal register publication describing the critical habitat. Critical Habitat Publication Date - Federal Register publication date Data Source — The agency and date of the data provided. Data Type — CNHP EO — A location in which an element is, or was, present. CNHP General EO — An element occurrence with imprecise directions; broadly mapped and typically historical or extirpated Owner — The general land owner. Public Access — Level of public access to the feature. Protection Mechanism — Any mechanism of protection assigned to the managed area. Regulatory Species — Species with federal protection under the Endangered Species Act or Bald and Golden Eagle Protection Act along with FWS designated critical habitat. Return on Investment Report - Provides maps and the estimated annual benefit in dollars of conserved ecosystem services by ecosystem type within the project area in PDF format. Ecosystem types are derived from the 2016 National Land Cover Database (NLCD). Scientific Name — The scientific name of the species or plant community Special Areas and Land Status — CNHP Potential Conservation Areas (PCA), State Designated Natural Areas, Important Bird Areas, and CNHP Observation — Sightings of species on CNHP's watchlist managed lands from the Colorado Ownership, Management and or sightings of tracked elements that do not meet the minimum criteria necessary to make an occurrence. CNHP PCA — Areas in the state contributing to Colorado's Protection database (COMaP), SB181 High Priority Habitat Special Areas Name — The name of the special area. Page 12 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM biological diversity. CNHP Model — Modeled presumed presence or habitat for a particular species. State Rarity - The rarity rank used by CNHP and The Natural Heritage Network to track how rare a species or plant community is in Colorado, ranging from S1 (rarest) to S5 (most common). Viability Rank — The estimated viability of the species or ecological CNHP PCA (Important Plant Area) — B1 or B2 CNHP potential integrity of the natural community based on condition, size, and conservation area supporting globally rare plants. CNHP Range Map — Overall range for a particular species by HUC 10 and HUC 12 for aquatics. Important Bird Area — The most important places for birds as identified by the National Audubon Society. State Natural Area - Areas that contain at least one unique or landscape context, ranging from A (excellent) to D (poor). Water and Wetlands — Wetland types from the National Wetland Inventory database. Class - The general appearance of the habitat in terms of either the dominant life form of the vegetation, or the physiography and composition of the substrate. high -quality natural feature of statewide significance as designated by the Modifier - Modifier assigned to further describe wetlands and deepwater Colorado Natural Areas Program. CPW <description> - CPW data with a long list of data types: observations, nest sites, leks, etc. Easement Holder — Organization or agency holding an easement (if present). habitats within the classification hierarchy based on water chemistry or ph, wetland or deepwater alteration, or soil type. NWI Code — An alpha -numeric code corresponding to the classification nomenclature that best describes a particular wetland habitat. For more information on NWI data values, visit https://www.fws.gov/wetlands/data/wetland-codes.html ESA Status — Federal status under the Endangered Species Act: System — A complex of wetlands and deepwater habitats that share the Endangered (E), Threatened (T), or Federal Candidate (C) with qualifiers influence of similar hydrologic, geomorphologic, chemical or biological for Partial Status (PS) and experimental populations (XN). factors. Page 13 of 14 Colorado's Conservation Data Explorer Project Review Report Project ID: CODEX-4744 Review Date: 11/8/2024 11:36:04 AM Global Rarity — The rarity rank used by CNHP and The Natural Heritage Water Regime - Description of water duration within a wetland habitat. Network to track how rare a species or plant community is globally, ranging from G1 (rarest) to G5 (most common). Last Observation — The most recent field observation. Major group — The major group in which the element falls: Amphibians, Birds, Crayfish, Fish, Insects, Mammals, Mollusks, Natural Communities, Nonvascular Plants, Reptiles, and Vascular Plants. Wetland Total Acres - Total acres of the wetland type in the project area. Wetland Type — The generalized Cowardin wetland type. Page 14 of 14 WINDY BLUFF COMMUNICATION PLAN To: Weld County Department of Planning Services From: Windy Bluff Resiliency LLC Subject: Windy Bluff Energy Storage System Project Communication Plan Date: October 6th, 2025 Purpose: The purpose of this Communication Plan is to facilitate building relationships with the local community by providing resources to communicate operations, any changes during operations, provide openness about the activities, and provide a place for the public to report any issues with the facility. Methods of Communication: During Development Main Office: • 200 W Madison St. Suite 1300, Chicago, IL 60606 By Phone: • (970) 212-5418 By Email: • WindyBluff@jupiterpower.io Website: • https://www.windybluffenergy.com During Operations By Phone: • (512) 861-1080 By Email: • roc@jupiterpower.io COFFMAN ENGINEERS Dudek - Windy Bluff Drainage Study Preliminary Drainage Report COFFMAN PROJECT NO. 250642 August 13, 2025 COFFMAN ENGINEERS Preliminary Drainage Re Dudek — Windy Bluff Drainage Study PRELIMINARY DRAINAGE REPORT Coffman Project Number: 250642 PREPARED BY: COFFMAN ENGINEERS, INC. 11080 Circle Point Road, Suite 220 Westminster, CO 80020 Taleen Koudsi Brady Wiegand, P.E. Kyle Cheesbrough, P.E. (720) 805-1955 Dudek Page 1 August 13, 2025 ACOFFMAN ENGINEERS Preliminary Drainage Report TABLE OF CONTENTS PROJECT DESCRIPTION......................................................................................................... 1 PRE -DEVELOPMENT INFORMATION..................................................................................... 1 Pre -Development Basin A.................................................................................................... 1 METHODOLOGY...................................................................................................................... 2 POST -DEVELOPMENT BASIN INFORMATION....................................................................... 2 Post -Development Basin A................................................................................................... 2 RESULTS.................................................................................................................................. 3 HydrologyCalculations......................................................................................................... 3 Emergency Spillway Design................................................................................................. 3 CONCLUSIONS........................................................................................................................ 3 ATTACHMENTS A — Vicinity Map B — Supporting Figures C — Drainage Basin Maps D — Preliminary Hydrology Calculations Dudek Page 2 August 13, 2025 ACOFFMAN ENGINEERS Preliminary Drainaqe Re PROJECT DESCRIPTION Coffman Engineers was retained by Dudek to develop a preliminary drainage analysis for a new project in Weld County, Colorado. This report documents our team's findings for this preliminary study along with recommendations for the engineer of record to consider during final design. The proposed Battery Energy Storage System (BESS) project is located in Weld County, Colorado on a parcel approximately 15 acres in size. The required site development to support this project includes BESS and associated equipment, a gravel access road, grading and drainage, as well as erosion and sediment control measures. The proposed project would develop a relatively flat site area with gravel surfacing and a retention pond sized per Weld County Engineering and Construction requirements to the southwest. The existing site is undeveloped sparsely vegetated grasslands south of existing power generation infrastructure near the intersection of County Roady 36 and 31 Platteville, Colorado. To the east of the site is County Road 31 and existing residential structures, to the west are existing residential, agriculture structures and an existing irrigation ditch. The existing grades are generally flat and slope west and southwest, becoming steeper near the ditch to the west. The location of this project is Section 4, Township 3 North, Range 66 West, 6th Prime Meridian., Weld County, Colorado. See the Attachments for Vicinity Map. PRE -DEVELOPMENT INFORMATION The existing project site is undeveloped sparsely vegetated grasslands with existing power generation infrastructure to the north and the Platte Valley Ditch to the west. There are existing structures east and west of the site. Pre -Development Basin A This basin consists of the undeveloped grasslands east of the existing structures and Platte Valley Ditch. Runoff from this basin splits and sheet flows northwest and southwest to the existing ditch. See Attachments for Pre -Development Basin Map and Pre -Development Hydrology Calculations. PRE -DEVELOPMENT BASIN SUMMARY TABLE Dudek Page 1 August 13, 2025 ACOFFMAN ENGINEERS Preliminary Drainaqe Re METHODOLOGY Stormwater management is provided in conformance with the Weld County Engineering and Construction Criteria (WCECC) as well as the Mile High Flood District (MHFD) requirements. A combination of hydrographic methods is used to determine the storage volume and flow control requirements — each with a 100-year return frequency. The required retention volume is determined as 1.5 times greater than the developed site runoff for the 100-year, 24-hour storm event plus 1 foot of additional free board. Rainfall depths for the 1-hour and 24-hour durations were obtained from NOAA Atlas 14; the depths were used to find intensity at time of concentration using equation 5.4.1 from the WCECC. The Rational Method is used to determine the peak flow rate using intensity and runoff coefficients found by the NRS Hydrologic Soil Group (HSG) for the site. The pre -development soils are classified as soil group B and the basin is calculated to be 2.4 percent impervious, see Attachments for Supporting Figures. Infiltration rates were determined by soil ksat values and ensured to meet the drain requirements of the Colorado Revised Statute 37-92-602. An emergency spillway structure is recommended to be sized to meet the requirements of the WCECC. POST -DEVELOPMENT BASIN INFORMATION It is recommended that stormwater runoff from the post -development project be managed by a proposed on -site retention pond, see Attachments for Post -Development Basin Map and boundaries. Post -Development Basin A This basin consists of the overall site improvements including the proposed access road, BESS facility and proposed retention pond. Runoff from this basin is recommended to sheet flow either directly to the retention pond, or to an established flow path/channel that directs the runoff to the pond where it can be managed onsite. The proposed retention pond should be equipped with an emergency spillway capable of conveying the peak 100-year storm discharge, and the depth of flow over emergency spillway shall be 6 inches or less. See Attachments for Post -Development Hydrology Calculations. POST -DEVELOPMENT BASIN SUMMARY TABLE Dudek Page 2 August 13, 2025 ACOFFMAN ENGINEERS Preliminary Drainaqe Re RESULTS Hydrology Calculations The following table summarizes the results of the preliminary basin hydrology calculations. Runoff generated is calculated using the Rational Method. The required retention volume is determined as 1.5 times greater than the developed site runoff for the 100-year, 24-hour storm event. The infiltration rate is found from the soil Ksat value (0.60 in/hr) and bottom area of the retention pond. See Hydrology Calculations in Attachments. ON -SITE TREATMENT AND FLOW CONTROL REQUIREMENT SUMMARY TABLE The total project site improvements are expected to create a 32.40% increase in the impervious area from pre -development to post -development conditions. The pre -development 100-year peak flow rate was estimated to be 42.98 cfs and the post -development peak flow rate is determined to be 54.60 cfs calculated using the Rational Method with a 100-year design storm frequency. The designed in ground retention facility infiltrates all runoff generated by the 5-year post - development storm within 72 hours, meeting all drainage requirements within the Colorado Revised Statute 27-92-602. The proposed stormwater management system may manage the generated runoff from impervious areas and effectively drain the stormwater through soil infiltration, per the local authority having jurisdiction requirements. Emergency Spillway Design Weld County requires retention ponds to have an emergency spillway capable of conveying the 100-year storm discharge. Emergency spillway design should adhere to Weld County requirements in section 5.10.2.5 of the WCECC. CONCLUSIONS The above -described system of stormwater control provides the necessary systems to manage runoff for the proposed BESS project, if built per this report's recommendations. The proposed retention pond would have sufficient storage volume and flow control requirements for a 100- year return frequency based on the calculations and assumptions in this report. Based on the inputs, available data, and required design methodology, if the recommendations of this manual are followed and the proper construction erosion and sediment control measures employed, impacts are not anticipated for surrounding properties, adjacent site features as well as the nearby irrigation ditch. See attachments for additional information. Dudek Page 3 August 13, 2025 -COFFMAN ENGINEERS Preliminary Drainaqe Re ATTACHMENT A: VICINITY MAP Dudek Page 4 August 13, 2025 COFFMAN ENGINEERS Preliminary Drainage Re ATTACHMENT B: SUPPORTING FIGURES satairile d. ML a- 1 a) Smkwt location Lim uosshair w double dk* 8) C► A an station icon t] Show stations on map Location information: c Plante: Platteville. Colorado,. USA• Latitude: 4ll-2387' LongittMe:-7134.7547° a Elevation: 4908 n Source: USGS POINT PRECIPITATION FREQUENCY JPF) ESTIMATES WrFM 90%CONFIDENCE INTERVALS AND SUPPLEMENTARY INFORMATION NOAA Atlas 14, Vdunte 8, Version 2 NOAA Atlas 14 Dudek Page 5 August 13, 2025 COFFMAN ENGINEERS Preliminary Drainage Re Table 5-2 Percentage Impervious Values for Weld County Land Use or Surface Characteristics Percent Impervious (%) Commercial 95 Residential: Single -Family Greater than 2.5 acres or larger 12 Greater than 0.75 acre to 2.5 acres 20 Greater than 0.25 acre to 0.75 acre 30 0.25 acre or smaller 45 Multi -Unit Detached 60 Multi -Unit Attached 75 Apartments 80 Industrial: Light 80 Heavy 90 Solar Facilities: A & B Soils 2 C & D Soils Site -specific Parks, Cemeteries 10 Playgrounds 25 Schools 55 Railroad Yard Areas 50 Roofs 90 Undeveloped Areas: Historic Flow Analysis 2 Greenbelts, Agricultural 2 Streets: Paved 100 Packed Gravel (Includes Road Base and Compacted, Cleared, Earthen Areas typically used for Roads/Parking/Storage) 40 Recycled Asphalt Pavement 75 Drives and Walks 90 Dudek Page 6 August 13, 2025 ACOFFMAN ENGINEERS Preliminary Drainage Re Report Map Unit Description Weld County, Colorado, Southern Part 44—Olney loamy sand, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 362r Elevation. 4,600 to 5,200 feet Mean annual precipitation: 11 to 15 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 125 to 175 days. Farmland classification: Farmland of statewide importance Map Unit Composition Olney and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Olney Setting Landform: Plains Down -slope shape: linear Across -slope shape: Linear Parent material: Mixed deposit outwash Typical profile H1 - 0 to 10 inches: loamy sand H2 - 10 to 20 inches: sandy clay loam 143 - 20 to 25 inches: sandy clay loam H4 - 25 to 60 inches: fine sandy loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderatelyhi h to hi h 0.60 to 2.00 in hr p o wa era En e: ore an moves Frequencyofflooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 6,5 inches) Interpretive groups Land capability classification (irrigated): 3e nirrigated): 4c Hydrologic Soil Gmup: 6 Sandy Plains Hydriesoil rating: No Minor Components Vona Percent of map unit: 8 percent Hydriesoil rating: No Zigweid Percent of map unit: 7 percent Hydric soil rating: No Map Unit Description Report — Map Unit Description ^J Weld County, Colorado, Southern Part 45-01ney loamy sand, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 3625 Elevation: 4,600 to 5,200 feet Mean annual precipitation: 11 to 15 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 125 to 175 days Farrnfond classification: Farmland of statewide importance Map Unit Composition Olney and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Olney Setting Landrorm: Plains Dawn -slope shape: Linear Across -slope shape: Linear Parent material. Mixed deposit outwash Typical profile HI - 0 to 10 inches: loamy sand H2 - 10 to 20 inches: sandy clay loam H3 - 20 to 25 inches: sandy clay loam H4 - 25 to 60 inches: fine sandy loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 8o inches Drainage class: Well drained I Capacity of the most limiting layer to transmit water (Ksat): I Moderately high to high (0.60 to 2.00 in/ hr} Frequency of flooding: None Frequency ofponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaiine to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 6.5 inches) Interpretive groups Land capability classification (irrigated): 3e nirrigated): 4c Hydrologic Soil Group. U Sandy Plains Hydric soil rating: No Minor Components Zigweid Percent of map unit. 8 percent Hydriesoil rating: No Vona Percent of map unit: 7 percent Hydriesoil rating: No Description — Map Unit Description Dudek Page 7 August 13, 2025 ACOFFMAN ENGINEERS Preliminary Drainage Re Table 5-4 Runoff Coefficient Equations for Weld County/2007 MHFD (HSG-B) Equation Hydrologic Soil Group B 5-Year 10-Year 100-Year C5 = (Ca + Ccd)/ 2 C10 = (Ca + Ccd)/ 2 C100 = Ca + Ccd / 2 2% 0.08 0.17 0.36 5% 0.10 0.19 0.38 10% 0.14 0.22 0.40 15% 0.17 0.25 0.42 20% 0.20 0.27 0.44 25% 0.22 0.30 0.46 30% 0.25 0.32 0.47 35% 0.27 0.34 0.48 40% 0.30 0.36 0.50 45% 0.32 0.38 0.51 50% 0.35 0.40 0.52 55% 0.38 0.43 0.54 60% 0.41 0.46 0.56 65% 0.45 0.49 0.59 70% 0.49 0.53 0.62 75% 0.54 0.58 0.66 80% 0.59 0.63 0.70 85% 0.66 0.69 0.75 90% 0.73 0.75 0.81 95% 0.81 0.83 0.88 100% 0.90 0.92 0.96 Dudek Page 8 August 13, 2025 -COFFMAN ENGINEERS Preliminary Drainaqe Re ATTACHMENT C: BASIN MAPS Dudek Page 9 August 13, 2025 I 7z��-� I III I .co co III 14843 X�4B44- I I = I I III \ ICI 6)��R�9s 576 57 tj PLATTE VALLEY DITCH ` `\ \ SCALE: 1 "=200' PRE -DEVELOPMENT BASIN MAP S. 4, T.3N., R.66W., 6 P.M., WELD COUNTY, COLORADO SCALE: 1 "=200' POST -DEVELOPMENT BASIN MAP -COFFMAN ENGINEERS Preliminary Drainage Re ATTACHMENT D: PRELIMINARY HYDROLOGY CALCULATION Dudek Page 10 August 13, 2025 STORM WATER MANAGEMENT CALCULATIONS - PROJECT: Windy Bluff DATE: 8/1 /25 BY: TCK BASIN: Pre -Development CONTRIBUTING AREAS Site 12.59 Acres Impervious Pervious (Ac.) (Ac.) Asphalt 0 0 Sidewalks 0 0 Building / Roof 0 0 Gravel 0 0.142 Grass / Landscaping 0 12.449 Unimproved 0 0 Other 0 0 Impervious A Pervious A 0.000 12.591 100 Year Design Storm CO F F M A N 1 Wes Circle Point Rd Westminster, CO 8002020 ENGINEERS (720)805-1955 548463.96 s.f. CN (A*CN) 95 0.00 95 0.00 90 0.00 40 5.68 2 24.90 2 0.00 2 0.00 HSG - B Percent Impervious C 0.024 0.37 RATIONAL METHOD Time of Conc. (min) 5.00 Intensity @ Tc Q peak (cfs) P1 2.72 Inches 28.5'P1 /(10+Tc) 786 Q =CIA 9.23 42.98 STORM WATER MANAGEMENT CALCULATIONS - 100 Year Design Storm PROJECT: Windy Bluff 11080 Circle Point Rd #220 DATE: 8/1/25 ACOFFMAN Westminster, CO 80020 BY: TCK ENGINEERS (720) 805-1955 BASIN: Post -Development CONTRIBUTING AREAS Site 12.59 Acres 548463.96 s.f. Impervious Pervious (Ac.) (Ac.) CN (A'CN) Asphalt 0 0 95 0.00 Sidewalks 0 0 95 0.00 Building / Roof 0 0 90 0.00 Gravel 10.058 0 40 402.32 Solar Facility (A & B soil) 0 0 2 0.00 Grass/Landscaping 0 2.53 2 5.07 Unimproved 0 0 2 0.00 Other 0 0 2 0.00 HSG - B Impervious A Pervious A Percent Impervious C 10.058 2.533 0.324 0.47 RATIONAL METHOD Time of Conc. (min) 5.00 P1-hour (NOAA Atlas 14) 2.72 In P24-hour (NOAA Atlas 14) 4.69 in WCECC 5.10.1 Retention Required Retention Volume 151122.39 cf Soil Infiltration Rate 0.60 in/hr 1.4E-05 ft/sec Outflow Rate 0.45 cfs Provided Treatment Volume Swale Number SUMMARY 1 2 3 Intensity @ Tc (In/hr) Intensity @ Tc (In/hr) I Q peak (cfs) 28.5*P1/(10+Tc).as 28.5*P24/(10+Tc)786 Q =CIA Volume = 1.5 x Area x C-Valle x Rainfall Bottom Depth to Treatment Depth Top Elevation Treatment Elevation to Top Elevation Area Elevation Area Elevation Area (sf) (ft) (sf) (ft) (sf) 32355.19 0.00 0 4.0 44897.29 0.00 0.50 0 1.0 0.00 0 0.50 0 1.0 0.00 Total Outflow: 0.45 cfs Total Storage: 154505 cf Treatment Storage Volume Volume (cf) ---------U.00----------11545 (cf)----- 0.00 4.9- 154504.9542 0 0 0 0 0.00 154504.95 Adequate Storage Volume STORM WATER MANAGEMENT CALCULATIONS - PROJECT: Windy Bluff DATE: 8/13125 BY: TCK BASIN: Post -Development CONTRHIUTING AREAS Site 12.59 Acres Impervious Pervious (Ac.) (Ac.) Asphalt 0 0 Sidewalks 0 0 Building / Roof 0 0 Gravel 10.058 0 Solar Facility (A & B soil) 0 0 Grass / Landscaping 0 2.53 Unimproved 0 0 Other 0 0 Impervious A Pervious A 10.058 2.533 RATIONAL METHOD Time of Conc. (min) 5.00 P1-hour (NOAA Atlas 14) 1.11 In SWALE CALCULATIONS WCECC 5.10.1 Retention Required Retention Volume Soil Infiltration Rate Outflow Rate Provided Treatment Volume: 20546.83 cf 0.60 in/hr 1.4E-05 ft/sec 0.45 cfs 5 Year Design Storm - 1 Circle Point #220 CO F F M A N Wes 80 Westminster, CO 80020 E N G I N E E R S '720)805-1955 548463.96 s.f. CN (A`CN) 95 0.00 95 0.00 90 0.00 40 402.32 2 0.00 2 5.07 2 0.00 2 0.00 HSG - B Percent Impervious C 0.324 0.27 Intensity @ Tc (In/hr) Q peak (cfs) 28.5`P1/(10+Tc)'786 Q =CIA 3.76 12.80 Volume = 1.5 x Area x C-Value x Rainfall Bottom Depth to Treatment Depth Top Elevation Treatment Elevation to Top Elevation Treatment Storage Swale Area Elevation Area Elevation Area Volume Volume Number (sf) (ft) (sf) (ft) (sf) (cf) (cf) --------------------------------------------------- 1 --------------------- 32355.19 ------------------------------------------------------------------------------------------------------ 0..00 0 4.0 44897.29 0 ----------------15------. -------- 4504.9542 2 0 0.50 0 1.0 0.00 0 0 3 0 0.50 0 1.0 0.00 0 0 0.00 154504.95 Adequate Storage Volume SUMMARY Total Outflow: 0.45 cfs Total Storage: 154505 cf STORM WATER MANAGEMENT CALCULATIONS - PROJECT: Windy Bluff DATE: 811312025 BY: TCK BASIN: Post -Development BOWSTRING METHOD - REQUIRED STORAGE VOLUME Time of Conc. (min) 5.00 Area (Acres) 12.59 Composite "C" 0.270 Volume Provided 154505 Outflow (cfs) 0.45 Area * C" Factor 3.40 5 Year Design Storm ACOFFMAN 11080 Wes 80 Circle Point #220 Westminster, CO 80020 ENGINEERS (720)805-1955 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C'#3) (Outf.*#2) (#5-#6) - - - - - - - - - - - - - - - - - - - - - - - - - - 5.00 - - - - - - - - - - - - - - - - - - - - - - 300.00 - - - - - - - - - - - - - - - - - - - - 3.76 - - - - - - - - - - - - - - - - - - - - - - 12.80 - - - - - - - - - - - - - - - - - 5145 - - - - - - - - - - - - - - - - - - - - 134.81 - - - - - - - - - - - - - - - - - 5010 5 300 3.76 12.80 5145 134.81 5010 10 600 3.00 10.21 7167 269.63 6897 15 900 2.52 8.57 8584 404.44 8179 20 1200 2.18 7.42 9665 539.25 9125 25 1500 1.93 6.58 10535 674.07 9861 30 1800 1.74 5.92 11261 808.88 10452 35 2100 1.59 5.40 11885 943.69 10941 40 2400 1.46 4.97 12431 1078.51 11352 45 2700 1.36 4.61 12916 1213.32 11703 50 3000 1.27 4.30 13354 1348.13 12006 55 3300 1.19 4.04 13752 1482.95 12269 60 3600 1.12 3.81 14118 1617.76 12501 65 3900 1.06 3.61 14457 1752.57 12704 70 4200 1.01 3.43 14772 1887.39 12884 75 4500 0.96 3.27 15067 2022.20 13044 80 4800 0.92 3.13 15344 2157.01 13187 85 5100 0.88 3.00 15605 2291.83 13313 90 5400 0.85 2.88 15853 2426.64 13426 95 5700 0.82 2.77 16088 2561.45 13527 100 6000 0.79 2.67 16313 2696.27 13617 BOWSTRING METHOD - REQUIRED STORAGE VOLUME Table value at 72 hours: 4320 259200 0.00 0.00 30441 116478.67 -86038 Swale / Infiltration Gallery drains within 72 hours Table value at 120 hours: 7200 432000 0.00 0.00 30441 194131.116-163691 Swale /Infiltration Gallery drains within 120 hours 31 SA, T.3N., R.66W., 6 P.M., WELD COUNTY, COLORADO WINDY BLUFF DRAINAGE STUDY. SHEET INDEX VICINITY MAP G-001 - COVER SHEET r` C-100 - EXISTING CONDITIONS PLAN C-200 - GRADING AND DRAINAGE PLAN " " W-417 1w low- T �T- COUNTY ROAD 38 COUNTY ROAD 36 -� PROJECT SITE - Y i - — - PLATTE VALLEY DITCH � - I COUNTY ROAD 34 fi 0 500 1000 2000 3000 1"=1000'-0" PROJECT INFORMATION APPLICANT INFORMATION F ZONING AGRICULTURAL APPLICANT: DUDEK ACREAGE OF BESS CONTACT: MICHELLE LEIS FACILITY: 10.71 ACRES MLEIS@DUDEK.COM ACREAGE OF LEASE AREA: 15.10 ACRES COFFMAN ENGINEERS 11080 Circle Point Road Suite 220 Westminster, CO 80020 ph 720.805.1955 www.coffman.com WINDY BUFF DRAINAGE STUDY DUDEK PROJ. NO. 250642 DRAWN TCK CHECKED BLW DATE 08/13/2025 @ COFFMAN ENGINEERS INC. SHEET TITLE: COVER SHEET SHEET NO: I 1 L 1 J SA, T.3N., R.66W., 6 P.M., WELD COUNTY, COLORADO x X. . EXISTING SUBSTATION DG x d x 1T X o I O o X x w_ l 31 al —3HC -3 IT- 7 II I II I II I 50.0' ACCESS EASEMENT �I I 133.0' FARMERS RESERVOIR —P AND IRRIGATION EASEMENT I II II PIPELINE EASEMENT I II EXISTING CONDITIONS PLAN SCALE: 1 "=100' H — — — 3 H OG — — — y \ GAS GAS�/ G\ T � � 1 w EXISTING DISTRIBUTION LINE Jrr \ < x 1 _ _ / T x,I x �� I x F—X \ -4 \ 1 \ \ \ \\>t 4845 4844 /46 30.0, ROw 4843 / 4847 4842 4/848 48I494w8Xikill 4841 I �4�8I 51I I 4840 1 I I \ I 4839 II \ I I \ \ w 4838 I \ \ \ \ \ PROPERTY LINE I I \ \ \ \ X 1 I \ \ \ \\ I / 4837 1 \ \ \ \ \ w 4836 \ \ \ \ \ \ \ x4835 I \ \ \ I 4845 PLATTE VALLEY I \ \ \ l I I DITCH I \ 1 4844 \ I ` 4842843 \ I 1 \ \ \ 4841 \ \ I I I I \ ✓ \ \ \ 39840 \ \ 1 4838 \ \ 4837 \ \ \ \ 4837 I \ 7 I � II III I I I I I COUNTY ROAD 36 EXISTING TRANSMISSION LINE PROPERTY LINE 100 50 0 100 200 SCALE: 1 INCH = 100 FEET LEGEND EXISTING GRAVEL PROPERTY LINE I I I X -X EXISTING BARB WIRE FENCE —OHr EXISTING OVERHEAD ELECTRICAL LINE UGE EXISTING UNDERGROUND ELECTRIC r n c EXISTING GAS LINE EASEMENT NOTES 1. EXISTING CONDITIONS ARE BASED ON ALTA SURVEY PROVIDED BY BLEW INC ON 03/25/2025. Know what's below. Call before you dig. IC COFFMAN ENGINEERS 11080 Circle Point Road Suite 220 Westminster, CO 80020 ph 720.805.1955 www.coffman.com WINDY BUFF DRAINAGE STUDY DUDEK PROJ. NO. 250642 DRAWN TCK CHECKED BLW DATE 08/13/2025 © COFFMAN ENGINEERS INC. SHEET TITLE: EXISTING CONDITIONS PLAN SHEET NO: C-i 00 7 7 7 7 L0 6i Q 0 0 J d LO N O N I a 0 W U) Q J z W W J Q )1 ;1 31 �- 3 H 0— —IHC--- — —1H0--- — — —1H0--- I� I I I I I I 50.0' ACCESS EASEMENT 133.0' FARMERS RESERVOIR AND IRRIGATION EASEMENT SA, T.3N., R.66W., 6 P.M., WELD COUNTY, COLORADO 00 50.0' SETBACK o C� N� X A 1�® �1 ■� 11� 1�® 100.0' ELECTRICAL EASEMENT PROPERTY LINE LEGEND EXISTING GRAVEL PROPOSED GRAVEL - — — PROPERTY LINE — SHALLOW DITCH x x EXISTING FENCE EXISTING OVERHEAD ELECTRICAL LINE EXISTING GAS LINE PROPOSED —UGE UNDERGROUND ELECTRICAL ROUTING POWER POLE —XXXX EXISTING CONTOUR —XXXX PROPOSED CONTOUR —WA WATER LINE XXXX SPOT ELEVATION ABBREVIATIONS ME MATCH EXISTING SD STORM DRAIN EL ELEVATION WA WATER L LENGTH G GRADE NOTES 1. CONTOURS SHOWN ARE 1 FOOT CONTOUR LINES UNLESS OTHERWISE NOTED. 2. MAINTAIN A MINIMUM SURFACE SLOPE OF 1.2% FOR SITE STORMWATER DRAINAGE BETWEEN THE BATTERY ENERGY STORAGE EQUIPMENT. MAINTAIN POSITIVE DRAINAGE AWAY FROM PROPOSED IMPROVEMENTS. 3. IT IS ASSUMED THAT PROPOSED BESS EQUIPMENT WILL BE PLACED ON DEEP FOUNDATIONS, NOT SLABS ON GRADE. IF SLAB ON GRADE CONSTRUCTION IS UTILIZED, GRADING SHOULD BE UPDATED TO DIRECT RUNOFF AWAY FROM EQUIPMENT AND PADS. 4. PRELIMINARY RETENTION POND SIZING WAS ESTABLISHED UTILIZING THE WELD COUNTRY ENGINEERING AND CONSTRUCTION CRITERIA. FINAL DESIGNS TO VERIFY DESIGN ASSUMPTIONS MADE FOR PRELIMINARY SIZING. 5. FINAL DESIGN TO VERIFY REGRADING IS ALLOWED IN UTILITY EASEMENT WITH UTILITY PURVEYOR. 110 191 ACOFFMAN ENGINEERS 11080 Circle Point Road Suite 220 Westminster, CO 80020 ph 720.805.1955 www.coffman.com DUDEK WINDY BUFF DRAINAGE STUDY DUDEK PROJ. NO. 250642 ), DRAWN TCK I I 4P\8 I CHECKED BLW -I DATE 08/13/2025 GRADING AND DRAINAGE PLAN SCALE: 1 "=100' II I+ + +\' _+ + 1+ +_ -+ + + rI + �+ + + + + + + + _J+ - RETENTION POND I TOP EL=4837.56 BOTTOM EL=4833.56 PROPOSED BERM DEPTH= 4 FT I I VOLUME= 154,505 CF, \ � I SEE NOTE 4 1 100 50 0 100 200 SCALE: 1 INCH = 100 FEET d Know what's below. Call before you dig. IF © COFFMAN ENGINEERS INC. SHEET TITLE: GRADING AND DRAINAGE PLAN SHEET NO: C-200 7 ■ e� 7 Aquatic Resources Delineation Report Windy Bluff Energy Storage System Project Weld County, Colorado APRIL 2025 Prepared for: JUPITER POWER LLC 1108 Lavaca Street, Suite 110-349 Austin, Texas 78701 Contact: Kurt Nelson Prepared by: 1001 Bannock Street, Suite 231 Denver, Colorado 80204 Contact: Michelle Leis Table of Contents SECTION PAGE NO. Acronymsand Abbreviations............................................................................................................................................ iii 1 Executive Summary..............................................................................................................................................1 2 Introduction..........................................................................................................................................................3 2.1 Project Description.................................................................................................................................3 2.2 Project Location......................................................................................................................................3 3 Methodology.........................................................................................................................................................5 3.1 Desktop Analysis....................................................................................................................................5 3.2 Aquatic Resources Delineation.............................................................................................................5 4 Results ..................................................................................................................................................................7 4.1 Existing Conditions.................................................................................................................................7 4.2 Climate and Precipitation.......................................................................................................................7 4.2.1 Climate......................................................................................................................................7 4.2.2 Precipitation Data and Analysis...............................................................................................7 4.3 Soil and Terrain......................................................................................................................................8 4.4 Vegetation Communities and Land Cover Types..................................................................................8 4.5 Hydrology and Watershed......................................................................................................................8 4.6 Aquatic Resources Delineation Results................................................................................................9 4.7 Sample Point Summary..........................................................................................................................9 4.8 National Wetlands Inventory..................................................................................................................9 5 Conclusion.........................................................................................................................................................11 6 References........................................................................................................................................................ 13 TABLES 1 Survey Details and Conditions............................................................................................................................5 2 Antecedent Precipitation Tool Data for the Review Area...................................................................................8 3 Summary of Soil Units in the Review Area.........................................................................................................8 4 Wetland Sample Point Summary........................................................................................................................9 FIGURES 1 Project Location................................................................................................................................................ 15 2 Soils....................................................................................................................................................................17 3 Hydrology...........................................................................................................................................................19 4 Aquatic Resources Delineation........................................................................................................................ 21 D U D E K 12995.47 1 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT APPENDICES A Observed Plant Species Compendium B Datasheet C Representative Photos D Antecedent Precipitation Tool Outputs D U D E K 12995.47 APRIL 2025 Acronyms and Abbreviations APT Antecedent Precipitation Tool ARC antecedent runoff condition ARDR Aquatic Resources Delineation Report NWI National Wetlands Inventory project Windy Bluff Energy Storage System Project PDSI Palmer Drought Severity Index USACE U.S. Army Corps of Engineers UPL upland D U D E K 12995.47 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 APRIL 2025 1 Executive Summary This Aquatic Resources Delineation Report (ARDR) for the Windy Bluff Energy Storage System Project was prepared in accordance with the U.S. Army Corps of Engineers (USACE) Wetlands Delineation Manual (USACE 1987); the USACE Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region (USACE 2010); the National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams, Interim Version (USACE 2022); and Regulatory Guidance Letter No. 16-01, Jurisdictional Determinations (USACE 2016). Dudek conducted a field delineation in April 2025 to identify aquatic resources in the 14.2-acre review area that may be potentially subject to agency jurisdiction pursuant to regulations in Clean Water Act Sections 401 and 404. No aquatic resources subject to federal or state jurisdiction were recorded within the review area. Disclaimer Statement This ARDR presents Dudek's best effort to quantify the extent of aquatic resources potentially regulated by USACE within the identified review area using the regulations, written policies, and guidance from current standards. The potential jurisdictional boundaries described in this ARDR are subject to verification by the USACE Omaha District and the Colorado Department of Public Health and Environment. Only the regulatory agencies can make a final determination on whether the features present are subject to regulation. Contact Information Jupiter Power LLC is the Windy Bluff Energy Storage System Project owner and will act as the primary point of contact for site access. Project Owner: Agent: Jupiter Power LLC Dudek 1108 Lavaca Street, Suite 110-349 1001 Bannock Street, Suite 231 Austin, Texas 78701 Denver, Colorado 80204 Contact: Kurt Nelson Contact: Michelle Leis kurt.Nelson@jupiterpower.io mleis@dudek.com Phone: 512.364.8125 Phone: 760.815.3797 DUDEK 12995.47 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 APRIL 2025 2 Introduction This Aquatic Resources Delineation Report (ARDR) documents the methods and results of the aquatic resources delineation conducted for the Windy Bluff Energy Storage System Project (project) within the 14.2-acre review area. This ARDR was produced in accordance with the U.S. Army Corps of Engineers (USACE) Wetlands Delineation Manual (USACE 1987); USACE Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region (USACE 2010); the National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams, Interim Version (USACE 2022); and Regulatory Guidance Letter No. 16-01, Jurisdictional Determinations (USACE 2016). The results of this aquatic resources delineation are preliminary until verified by the USACE Omaha District and the Colorado Department of Public Health and Environment. 2.1 Project Description The proposed project is development of an energy storage system facility. The project site (i.e., review area) encompasses 14.2 acres within two privately owned parcels of land (parcel IDs 121109100023 and 121109100022) in unincorporated Weld County, Colorado. 2.2 Project Location The project site is approximately 3.2 miles northeast of Platteville, Colorado, at the intersection of County Road 36 and County Road 31 (Figure 1, Project Location). The project site is primarily used for grazing, with single-family residences directly adjacent to the western and southern sides of the project site. Transmission lines run along the county roads adjacent to the project boundary. ■ County: Weld ■ U.S. Geological Survey 7.5-Minute Quadrangle: Platteville ■ Latitude, Longitude (decimal degrees): 40.2448630N,-104.773979°W (Centroid) ■ Elevation Range: 4,831 to 4,848 feet above mean sea level ■ Review Area: 14.2 acres D U D E K 12995.47 3 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 APRIL 2025 3 Methodology 3.1 Desktop Analysis Prior to conducting fieldwork for the project, Dudek performed a desktop analysis to review the following available resources to identify portions of the review area with a probability for containing potential jurisdictional aquatic resources: ■ Antecedent Precipitation Tool (APT) (USACE 2025) ■ Google Earth current and historical aerial imagery (Google Earth 2025) ■ Natural Resources Conservation Services Web Soil Survey (USDA 2O25a) ■ U.S. Fish and Wildlife Service's National Wetlands Inventory (NWI) Mapper (USFWS 2025) ■ U.S. Geological Survey's National Hydrography Dataset and Watershed Boundary Dataset (USGS 2025) ■ Federal Emergency Management Agency's National Flood Hazard Layer Viewer (FEMA 2025) 3.2 Aquatic Resources Delineation Dudek biologist Michelle Leis conducted an aquatic resources field delineation of the 14.2-acre review area on April 3, 2025 (Table 1). Potential aquatic resources were delineated based on methodology described in the USACE Wetlands Delineation Manual (USACE 1987) and the USACE Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region (USACE 2010). Non -wetland waters of the United States were delineated based on the National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams, Interim Version (USACE 2022). Potential aquatic resources were recorded using Esri Field Maps on a mobile device. Following the fieldwork, aquatic resources were digitized using ArcGIS. Table 1. Survey Details and Conditions 04/03/25 1 Michelle Leis 1 8:34 a.m.-9:43 a.m. 133°F-38°F; 70%-90%cloud cover; 5-7 mph winds All plant species encountered were identified to the lowest taxonomic level needed to determine wetland plant indicator status. Latin names follow conventions within the PLANTS Database (USDA 2O24b). These resources were further referenced to identify plant taxonomic level appropriate to determine species and regulatory status, if needed. Wetland plant indicator status for each plant was determined using the National Wetland Plant List for the Great Plains Region (USACE 2020). Appendix A, Observed Plant Species Compendium, contains a complete list of plant species observed and their indicator status. The Dudek biologist took a sample point (i.e., upland and/or wetland) on a standardized wetland delineation datasheet in a representative location to assess the potential for hydric soils, hydrophytic vegetation, and hydrology (see details in Section 4.6, Aquatic Resources Delineation Results). The sample point datasheet is provided in this ARDR as Appendix B, Datasheet. D U D E K 12995.47 5 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 APRIL 2025 4 Results 4.1 Existing Conditions The review area is approximately 3.2 miles northeast of Platteville, Colorado, at the intersection of County Road 36 and County Road 31. The review area is primarily used for grazing, with single-family residences directly adjacent to its western and southern sides. Transmission lines run along the county roads adjacent to the review area. Representative photos of the review area can be found in Appendix C, Representative Photos. 4.2 Climate and Precipitation 4.2.1 Climate The project region has a cold, semi -arid climate with steppe precipitation and is prone to drought (Kottek et al. 2006). July is the average warmest month, with an average high temperature of 88° F, and January is the coolest month on average, with an average low temperature of 11°F. Rainfall occurs primarily April through September, with the maximum average precipitation occurring in May. The mean annual precipitation for the region is approximately 13.53 inches per year (WRCC 2024). 4.2.2 Precipitation Data and Analysis The USACE-developed APT was used to assess whether the delineation date occurred in a drier, average, or wetter than normal period (USACE 2025). The APT was also used to determine what constitutes a "typical year." The information generated from the APT can help to determine whether normal hydrologic and/or climatic conditions were present during the site visit, and to assist with completing the Wetland Determination Data Form (Appendix B). The APT provides three climatological parameters: Palmer Drought Severity Index (PDSI), season, and antecedent precipitation condition. The PDSI is a standardized index calculated monthly with PDSI value outputs ranging from -4 (extreme drought) to +4 (very wet) to assess long-term drought conditions (i.e., PDSI Class) based on a simplified soil/water balance and estimate of relative soil moisture conditions (NOAA 2023). The APT determines wet versus dry season based on related procedures provided in the applicable regional supplement for the review area (in this case, the Great Plains Regional Supplement). The APT calculates an antecedent precipitation score for a given observation point and date using historical precipitation data. The antecedent precipitation score serves as a measurement of precipitation normalcy that translates into a description of precipitation condition (e.g., normal, wet, or dry conditions) for the observation point and date. If the antecedent runoff condition (ARC) score is less than 10, then the antecedent precipitation condition is classified as drier than normal; normal conditions are present with an ARC score of 10 to 14; conditions are wetter than normal when an ARC score is greater than 14 (USACE 2025). Table 2 summarizes the key data extrapolated from the APT output: estimated drought conditions (PDSI Class), wet or dry season determination, ARC score, and antecedent precipitation condition. Due to error messages from the APT tool, coordinates for Barr Lake, approximately 20 miles south of the review area, were used for the analysis given the similar climatic conditions of that area when compared to the review area. Based on the APT output D U D E K 12995.47 7 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT provided in Appendix D and summarized in Table 2, the precipitation and climatic conditions for the review area were wetter than normal during the time of the April 2025 delineation. Table 2. Antecedent Precipitation Tool Data for the Review Area 04/03/2025 Mild drought I Wet season 1 15 1 Wetter than normal Notes: PDSI = Palmer Drought Severity Index; ARC = antecedent runoff condition. 4.3 Soil and Terrain The review area is relatively flat, with elevation across the review area ranging from approximately 4,831 to 4,848 feet above mean sea level (Google Earth 2025). According to the U.S. Department of Agriculture's Natural Resources Conservation Service Web Soil Survey, two soil types occur within the review area (see Figure 2, Soils, and Table 3): Olney loamy sand, 1%to 3% slopes, and Olney loamy sand, 3% to 5% slopes. Neither of these soil types is classified as hydric, which is defined by the U.S. Department of Agriculture as soils formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part (USDA 2025a). Table 3 provides a summary of the soil types (USDA 2025a). Table 3. Summary of Soil Units in the Review Area Source: USDA 2025a. 4.4 Vegetation Communities and Land Cover Types One vegetation community, non-native grassland, occurs in the review area. This vegetation community was dominated by smooth brome (Bromus inermis). Other non-native species, such as common mullein (Verbascum Thapsus) and fivehorn smotherweed (Bassia hyssopifolia), were also present throughout the review area. 4.5 Hydrology and Watershed The review area is within the City of Evans - South Platte River subwatershed (U.S. Geological Survey Hydrologic Unit Code 12; 101900030606) of the Little Dry Creek -South Platte River subbasin (see Figure 3, Hydrology). Based on a review of the U.S. Geological Survey's National Hydrography Dataset and the U.S. Fish and Wildlife Service's National Wetlands Inventory, a canal/ditch feature is mapped directly west of the review area, outside of the boundary, with a freshwater emergent wetland feature intersecting the southeastern corner of the review area (USFWS 2025; USGS 2025). Per the Federal Emergency Management Agency's online National Flood Hazard Layer Viewer, the review area is in Zone X: Area of Minimal Flood Hazard (FEMA 2025). The NWI feature was field -verified, and results are discussed in Section 4.8, National Wetlands Inventory. D U D E K 12995.47 8 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT 4.6 Aquatic Resources Delineation Results During the field delineation, areas potentially supporting aquatic features identified during the desktop analysis were investigated. The aquatic resources delineation did not identify any aquatic resources within the review area. A summary of the sample point data collected in the field (Table 4) is discussed in Section 4.7, Sample Point Summary. 4.7 Sample Point Summary Results from observable field indicators from one sample point indicate that no aquatic resources occur within the review area (Figure 4, Aquatic Resources Delineation). The sample point data are summarized in Table 4. Additionally, the wetland datasheet can be found in Appendix B. Table 4. Wetland Sample Point Summary Notes: SP = sample point; LIPL= upland. 4.8 National Wetlands Inventory Sample point SP-01 was taken within the NWI feature in the southeastern corner of the review area. Smooth brome, which is an upland species, was the only vegetation present. No hydric soil or hydrology indicators were present. Due to the lack of wetland indicators and an ordinary high-water mark, this NWI feature was confirmed to no longer be present within the review area. D U D E K 12995.47 9 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 10 APRIL 2025 5 Conclusion Based on the data collected during the field delineation, Dudek staff determined that no aquatic resources are present in the review area. This jurisdictional determination is preliminary until verified by the USACE Omaha District. D U D E K 12995.47 11 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 12 APRIL 2025 6 References FEMA (Federal Emergency Management Agency). 2025. "National Flood Hazard Layer Viewer" [online data application]. Accessed April 2025. https://hazards-fema.maps.arcgis.com/apps/webappviewer/ index. html?id=8bOadb51996444d4879338b5529aa9cd. Google Earth. 2025. "Project site, Weld County, Colorado" [aerial image]. Google Earth Mapping Service. 1:200 scale. Accessed March and April 2025. Kottek, M., J. Grieser, C. Beck, B. Rudolf, and F. Rubel. 2006. "World Map of the Koppen-Geiger Climate Classification Updated." Meteorologische Zeitschrift 15(3): 259-263. https://doi.org/1O.1127/ 0941-2948/2006/0130. NOAA (National Oceanic and Atmospheric Administration). 2023. "Climate Division Scale Palmer Drought Severity Index (PDSI)" [dataset]. USACE (U.S. Army Corps of Engineers). 1987. Corps of Engineers Wetlands Delineation Manual. Wetlands Research Program Technical Report Y-87- 1. Vicksburg, Mississippi: U.S. Army Engineer Waterways Experiment Station. January 1987. Accessed April 2025. http://www.fedcenter.gov/Bookmarks/ index.cfm?id=6403&pge_id=1606. USACE. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region (Version 2.0). Environmental Laboratory, ERDC/EL TR-10-01. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center. March 2010. Accessed April 2025. https://www.mvp.usace. army.mil/Portals/57/docs/regulatory/Website%2OOrganization/Great%2OPIains%2ORegional°/o 2OSupplement.pdf. USACE. 2016. "Regulatory Guidance Letter No. 16-01, Jurisdictional Determinations." October 2016. Accessed April 2025. https://www.spn.usace.army.mil/Portals/68/docs/regulatory/resources/RGL/RGL16-01.pdf. USACE. 2020. "National Wetland Plant List for the Great Plains Region" [online database]. Accessed April 2025. https://cwbi-app.sec.usace.army.mil/nwpl_static/v34/home/home.html. USACE. 2022. National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams, Interim Version. November 2022. USACE. 2025. "Antecedent Precipitation Tool (APT) v1.O.13." Accessed April 2025. https://github.com/ j Deters-USACE/Antecedent-Precipitation-Tool/releases/tag/v1.O.13. USDA (U.S. Department of Agriculture). 2O25a. "Web Soil Survey." USDA Natural Resources Conservation Service, Soil Survey Staff. Accessed April 2025. http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx. USDA. 2O25b. "The PLANTS Database." USDA Natural Resources Conservation Service. Greensboro, North Carolina: National Plant Data Team. Accessed April 2025. http://plants.usda.gov. D U D E K 12995.47 13 APRIL 2025 WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT USFWS (U.S. Fish and Wildlife Service). 2025. "National Wetlands Inventory (NWI), Wetlands Mapper" [online data application]. Accessed April 2025. http://www.fws.gov/wetlands/. USGS (U.S. Geological Survey). 2025. "National Hydrography Dataset and Watershed Boundary Dataset" [online data applications]. USGS National Hydrography Products. Accessed April 2025. https://www.usgs.gov/ national-hyd rography/about-national-hyd rography-products. WRCC (Western Regional Climate Center). 2024. "Longmont 2 ESE, Colorado, Period of Record Monthly Climate Summary." Accessed March 2025. https://wrcc.dri.edu/cgi-bin/cliMAIN.pl?co5116. D U D E K 12995.47 14 APRIL 2025 Larimer County r d County TIM m w n ny� Q Review Area SOURCE: Bing Maps 2025 D U D C K © 0 1,000 2,00 Feet t, t FIGURE 1 Project Location Windy Bluff Energy Storage Project WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 16 APRIL 2025 it t l Aw - -Nail Q Review Area Soils 0 44, Olney loamy sand, 1 to 3 percent slopes 0 45, Olney loamy sand, 3 to 5 percent slopes SOURCE: Bing Maps 2025; USDA 2023 D U D C K © L 16 330Feet FIGURE 2 Soils Windy Bluff Energy Storage Project WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 18 APRIL 2025 National Hydrography Dataset (NHD) — Canal Ditch National Wetland Inventory (NWI) ' Freshwater Emergent Wetland SOURCE: Bing Maps2025; USFWS NWI2024; USGS NHD 2025; FEMA2025 FIGURE 3 D u D E IC © Hydrology o 250 50 Feet Windy Bluff Energy Storage Project WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 20 APRIL 2025 L 611cre x Project Site Platteville SOURCE: Bing Maps 2025 D U D C K © 0 165 -A Feet -�F it r *+r a FIGURE 4 Aquatic Resources Delineation Windy Bluff Energy Storage Project WINDY BLUFF ENERGY STORAGE SYSTEM PROJECT / AQUATIC RESOURCES DELINEATION REPORT INTENTIONALLY LEFT BLANK D U D E K 12995.47 22 APRIL 2025 Appendix A Observed Plant Species Compendium APPENDIX A / OBSERVED PLANT SPECIES COMPENDIUM Vascular Species Eudicots ASTERACEAE - SUNFLOWER FAMILY Heterotheca villosa — hairy false goldenaster (UPL) CHENOPODIACEAE - GOOSEFOOT FAMILY * Bassia hyssopifolia - fivehorn smotherweed (FACU) Salsola tragus - prickly Russian thistle (FACU) POLYGONACEAE - BUCKWHEAT FAMILY * Rumex crispus - curly dock (FAC) SCROPHULARIACEAE — FIGWORT FAMILY * Verbascum thapsus — common mullein (UPL) ULMACEAE - ELM FAMILY Ulmus americans - American elm (FAC) Monocots POACEAE - GRASS FAMILY * Bromus inermis - smooth brome (UPL) * Signifies introduced (non-native) species. UPL = upland FACU = facultative upland FAC = facultative D U D E K 12995.47 A-1 APRIL 2025 APPENDIX A / OBSERVED PLANT SPECIES COMPENDIUM INTENTIONALLY LEFT BLANK D U D E K 12995.47 A-2 APRIL 2025 Appendix B Datasheet U.S. Army Corps of Engineers OMB Control#: 0710-0024, Exp: 06130124 WETLAND DETERMINATION DATA SHEET - Great Plains Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-10-1; the proponent agency is CECW-COR (Authority: AR 335-15, paragraph 5-2a) Project/Site: Windy Bluff City/County: Weld Sampling Date: 04/03/2025 Applicant/Owner: State: Colorado Sampling Point: Investigator(s): Michelle Leis Section, Township, Range: 9, 3N, 66W Landform (hillslope, terrace, etc): Upland Local relief (concave, convex, none): none Slope (%): Subregion (LRR): Central Great Plains Winter Wheat and Range I Lat: 40.2432863604268 Long:-104.7732777932394 Datum: WSG-84 Soil Map Unit Name: Olney loamy sand, 3 to 5 percent slopes NWI classification: PEM1C Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Yes , Soil No or Hydrology No significantly disturbed? Are "Normal Circumstances" present? Yes X No _ Are Vegetation No Soil No or Hydrology No naturally problematic? (If needed, explain any answers in Remarks.) 5UMMAKY OF tINUINGS - Attacn site map snowing sampling point locations, transects, important teatures, etc. Hydrophytic Vegetation Present? Yes No X Hydric Soil Present? Yes No X Is the Sampled Area Wetland Hydrology Present? Yes No X within a Wetland? Yes No X Remarks: Heavily grazed VEGETATION - Use scientific names of plants. Dominance Test worksheet: Absolute Dominant Indicator Number of Dominant Species Tree Stratum (Plot size: Herb ) % Cover Species? Status That Are OBL, FACW, or FAC: 0 (A) 1. Total Number of Dominant Species Across All Strata: 1 Percent of Dominant Species (B) 2, 3, 4. 0 = Total Cover Sapling/Shrub Stratum (Plot size: 15-ft ) That Are OBL, FACW, or FAC: 0.0 (A/B) 1. Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species 0 x 1= 0 FACW species 0 x 2= 0 FAC species 0 x 3= 0 2 3 4 5 0 = Total Cover Herb Stratum (Plot size: 5-ft ) FACU species 0 x 4 = 0 1. Bromus inermis / Smooth brome, Smooth brome, Hungarian 60 Yes UPL UPL species 60 x 5 = 300 Column Totals: 60 (A) 300 Prevalence Index = B/A = 5.0 (B) 2 3. 4 5. Hydrophytic Vegetation Indicators: _ 1 - Rapid Test for Hydrophytic Vegetation _ 2 - Dominance Test is >50% _ 3 - Prevalence Index <_3.0' 4 - Morphological Adaptations' (Provide supporting Problematic Hydrophytic Vegetation' (Explain ) 6. 7. 8. 9. 10. = 60 Total Cover Woody Vine Stratum (Plot size: 30-ft ) 'Indicators of hydric soil and wetland hydrology must 1' be present, unless disturbed or problematic. 2. 0 = Total Cover Hydrophytic % Bare Ground in Herb Stratum 40 Vegetation Present? Yes No X Remarks: Heavily grazed ENG FORM 6116-5, FEB 2024 Great Plains - Version 2.0 SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc' Texture Remarks 12 7.5YR 3/3 100 Loamy Sand 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 'Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': _ Histosol (At) _ Sandy Gleyed Matrix (S4) _ 1 cm Muck (A9) (LRR I, J) _ Histic Epipedon (A2) _ Sandy Redox (S5) _ High Plains Depressions (F16) _ Black Histic (A3) _ Stripped Matrix (S6) (LRR H outside of MLRA 72 & 73) _ Hydrogen Sulfide (A4) _ Loamy Mucky Mineral (F1) _ Reduced Vertic (F18) _ Stratified Layers (A5) (LRR F) _ Loamy Gleyed Matrix (F2) _ Red Parent Material (F21) _ 1 cm Muck (A9) (LRR F, G, H) _ Depleted Matrix (F3) _ Very Shallow Dark Surface (F22) _ Depleted Below Dark Surface (A11) _ Redox Dark Surface (F6) _ Other (Explain in Remarks) _ Thick Dark Surface (Al2) _ Depleted Dark Surface (F7) _ Sandy Mucky Mineral (S1) _ Redox Depressions (F8) _ 2.5 cm Mucky Peat or Peat (S2) (LRR G, H) _ High Plains Depressions (F16) 'Indicators of hydrophytic vegetation and _ 5 cm Mucky Peat or Peat (S3) (LRR F) (MLRA 72 & 73 of LRR H) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if present): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (minimum of two required) _ Surface Water (Al) _ Salt Crust (1311) _ Surface Soil Cracks (136) _ High Water Table (A2) _ Aquatic Invertebrates (1313) _ Sparsely Vegetated Concave Surface (68) _ Saturation (A3) _ Hydrogen Sulfide Odor (Cl) _ Drainage Patterns (610) _ Water Marks (131) _ Dry -Season Water Table (C2) _ Oxidized Rhizospheres on Living Roots (C3) _ Sediment Deposits (132) _ Oxidized Rhizospheres along Living Roots (C3) (where tilled) _ Drift Deposits (133) (where not tilled) _ Crayfish Burrows (C8) _ Algal Mat or Crust (134) _ Presence of Reduced Iron (C4) _ Saturation Visible on Aerial Imagery (C9) _ Iron Deposits (135) _ Thin Muck Surface (C7) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (B7) _ Other (Explain in Remarks) _ FAC-Neutral Test (D5) Water -Stained Leaves (139) Frost -Heave Hummocks (D7)(LRR F) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No hydro indicators ENG FORM 6116-5, FEB 2024 Great Plains - Version 2.0 Appendix C Photo Log APPENDIX C / REPRESENTATIVE PHOTOS ML - -_uhz� Photo 1. Representative photo (1 of 2) of non-native grassland within review area. Photo 2. Representative photo (2 of 2) of non-native grassland within review area. D U D E K 12955.47 C-1 APRIL 2025 APPENDIX C / REPRESENTATIVE PHOTOS 0161°S (T) © 40°14'35"N,104°46'23"W ±19ft ♦ 4844ft Photo 3. Sample point 01 within National Wetlands Inventory feature. D U D E K 12955.47 C-2 APRIL 2025 Appendix D Antecedent Precipitation Tool Outputs Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network t�l 2.5 2025-02-02 0.5 2025-03- 1 2025-04-03 Daily Total 30-Day Rolling Total 30-Year Normal Range 0.0 I 11 II 11 -1! 111 1 11 1 1 Ilti I I II Iti 11 11 I I 1 II 11 I IIIIII I Sep Oct 2024 2024 Nov Dec Jan Feb Mar 2024 2024 2025 2025 2025 Coordinates 39.940896,-104.766851 Observation Date 2025-04-03 Elevation (ft) 5093.647 Drought Index (PDSI) Mild drought (2025-03) WebWIMP HZO Balance Wet Season ■Figures and tables made br the • :antecedent Precipitation Tool US Army Corps Version 2.0 of Engineers Developed by: U.S. Aimy Corps of Engineers and ER D U_S. Axm,,- Enemeer Research and Development Center Apr May Jun 2025 2025 2025 Jul Aug 2025 2025 30 Days Ending 30 %ile (in) 70 %ile (in) Observed (in) Wetness Condition Condition Value Month Weight Product 2025-04-03 0.593701 1.164961 1.26378 Wet 3 3 9 2025-03-04 0.264173 0.577165 0.350394 Normal 2 2 4 2025-02-02 0.200787 0.564961 0.531496 Normal 2 1 2 Result Wetter than Normal - 15 11- , • 1 , • • • • • ■argymiSTIV1■11ZR7 armare•mpmuorenum.• . - • - ::[11:1[•]033.ys�3'I!Ll:[ILIAf:�L��.YIfLI�!xL���:*r��:f:��r� ::[•]:701r•]►IL7a►1S�C�!I!LIC��[ILIAfY!►Ll�.'i1f�I:j.'7���ILE:■��I. •L[7�I1��:■ 1 : ■ - • � 1 �i!�'I:�L•�i1Ll�:�.ZIi.Sl�.i1I1f.�:7.*��.�:�IX����:I:�����.�� 1 [tl:101LRR7►1► [ILA9,81I1RM 1 1 -.1 a Eel - I to]1 K" RIATATI \ /1 =ux-1AIClAdtom ![Yzacm .i9008-eXm1■ - AMMMMW- ffi0% %1■��f� [el::r lL0WA;Vla•�3:1L!>//.y► [1L!~L!II�>♦ .YII:i. :Ll.���xi.��lMI:11■mow. -* 1 :1:7[tl:1[•]: 1.3lta•�351<'I:�:�:1�DLlL•La1�.11L1�!1L•1• 1 1 :1:�[N:1[•10�I:lta.'la���!>L!1L!L•1�DL■L:�:1r��.'YII:�I�!1L! C . � �:II>[I>c3,!>■�I:1.7I 1 � t[I>[1>f[.�[IL!~L:�L:I�.YII:f.�:Ll.� ..: � �IM�I>I■��Ly� 1 1:[•]:�:1[•l0a►i�cL'la•�i!1f:%ir�[ILI�!1d:I►��i[I]�IIL7 : �L:I[�[.7�1a��■ � 1 [ • • � � // // �r1il�r�rnrri.���.11)C�:f[1i:3!l■ • 1 :. �a■[.'Zl��'� 1 ■ � 111 ��!)IG!1.YIL•1�[ILIR.!1/�[:1�.'*rl�il:l.'� . �[E:1<!1.� � � . 1 :ist•Z•lulala■•I:: a•�3!1L'1ci1I:I�[1L1�!I:i�r��.'f►I7:�1>/L7►L!�■[!�■ ... 1 � • ■ - � � �CIr1E:isI:is1�[:L�:>t��:l�.'x�L:1<:1L!1•�1<.!1CI:■��:.�.,r..—�!I:r� 1 WINDY BLUFF DUST AND WEED MITIGATION PLAN To: Weld County Department of Planning Services From: Windy Bluff Resiliency LLC Subject: Windy Bluff Energy Storage System Project Dust and Weed Mitigation Plan Date: July 30, 2025 A Dust and Weed Mitigation Plan has been prepared atthe request of Weld County Department of Planning Services for the energy storage system (ESS) facility as a condition of the Use by Special Review permit process. The intent of this Dust and Weed Mitigation Plan (Plan) is to provide a comprehensive plan for the controlling of dust and noxious weeds during the construction and operation of the ESS facility by Windy Bluff Resiliency LLC (applicant). Dust Mitigation During Construction Minimal dust is expected to be generated during construction, as the applicant will implement Best Management Practices (BMPs) to prevent fugitive dust from becoming airborne and traveling beyond the property lines. The site foreman will regularly monitor dust control efforts to ensure their effectiveness. Water will be sprayed as needed on soils and unpaved areas during dry weather to mitigate dust, with care taken to avoid overapplication and the creation of mud. Vehicle tracking devices will be installed at truck exit points in accordance with Weld County requirements. Additionally, all vehicles operating on -site during construction will adhere to a speed limit of 15 mph or less to minimize dust emissions. 2 Noxious Weed Management To comply with Colorado Department of Agriculture and Weld County regulations, a Noxious Weed Management Program (program) will be implemented throughout the construction and operational phases of the facility. This program is designed to prevent the introduction and spread of state -listed noxious weeds, which may occur due to site disturbance. General weed mitigation measures include regular inspections at the beginning, middle, and end of each growing season to assess weed presence, invasion levels, and treatment effectiveness. Appropriate management actions will be taken whenever noxious weeds are identified. During construction, a general weed control strategy will be followed. Once the project transitions to operations, the applicant's operational staff will further develop and implement any necessary weed control strategies, ensuring ongoing compliance and effectiveness. Key goals of the program include identifying and managing noxious weeds within and around disturbed areas, conducting pre- and post -treatment evaluations, minimizing the transport of weed species, and educating field personnel to support identification and control efforts. The success of the program will be reviewed and updated periodically to remain effective and responsive to site -specific conditions. WINDY BLUFF DUST AND WEED MITIGATION PLAN 2.1 Noxious Weed Prevention Noxious weeds are primarily spread through the dispersal of seeds and plant propagules such as spores and roots. The most effective control strategy is to prevent their introduction to the site. To support this, the applicant will implement a combination of preventative practices throughout construction and operations. Preventative measures include thorough cleaning of all equipment before it enters the project area to avoid transporting weed seeds from other locations. All seed mixtures used for revegetation or temporary stabilization will be certified weed -free, as will any hay, straw, or mulch materials used on -site. Periodic inspections will be conducted to detect and address new weed infestations early, before they become established or spread. The applicant will also coordinate with adjacent landowners to manage weed threats that may cross property boundaries, recognizing that regional cooperation is key to long-term success. Any infestations that pose a risk to natural or reclaimed areas will be treated using accepted Integrated Weed Management methods, tailored to the species, location, and severity of the infestation. 2.2 Integrated Weed Management The applicant will implement an Integrated Weed Management (IWM) strategy to control noxious weeds within the project area. This approach allows for the selection of one or more treatment methods based on site -specific conditions, the species of concern, and the extent of infestation. The goal is to apply effective, environmentally responsible control measures that support long-term vegetation health and regulatory compliance. The selected control methods will be tailored to the specific site conditions and weed species present. Using a diverse set of tools under the IWM framework helps protect pollinators, reduce risks to wildlife, prevent herbicide resistance, and limit chemical persistence in the environment. All weed control practices will comply with relevant federal, state, and local laws. The following IWM methods may be used individually or in combination as deemed necessary by site personnel: Cultural Control The applicant will use targeted revegetation practices to reduce the spread of noxious weeds and promote healthy plant growth. Disturbed areas will be promptly reseeded with certified weed -free, native species suited to site conditions. Seeding will be done at optimal densities with minimal fertilizer use to avoid encouraging weed growth. Construction activities will be carefully planned to limit unnecessary soil disturbance, and exposed areas will be stabilized quickly. These measures will help establish competitive vegetation, reducing opportunities for weed infestation. Mechanical Control Mechanical methods such as mowing, pulling, disking, or plowing may be used to physically disrupt weed growth and seed development. These techniques are most effective when timed correctly, particularly before seed production. D U D E K 12995.47 2 JULY 2025 WINDY BLUFF DUST AND WEED MITIGATION PLAN While annual weeds can often be managed with mowing or removal, perennial species with deep root systems — like Dalmatian toadflax—are more resistant. In such cases, mowing may only limit seed spread without eliminating the plant, and tilling may worsen infestations by stimulating root sprouting. As a result, mechanical control is typically most effective when used in combination with other methods. Biological Control Biological control may be used to help manage noxious weed populations by introducing species -specific insects or plant pathogens that disrupt weed growth and reproduction. These methods are most effective when applied at the right time to limit seed production. While biological controls typically do not eliminate infestations entirely, they can reduce weed populations to more manageable levels. Their use is generally most appropriate for larger infestations that can support the introduced agents. If used, all biological control efforts will be coordinated with the Colorado Department of Agriculture's Biological Pest Control Program. Chemical Control Chemical control may be used to manage noxious weeds through the targeted application of herbicides. When applied correctly, herbicides can disrupt plant growth, prevent seed development, and minimize soil disturbance. Selection will be based on weed type, timing, site conditions, and past treatments, with the goal of maximizing effectiveness while minimizing environmental impact. To prevent herbicide resistance, products with different modes of action will be rotated. All herbicides will be applied by licensed personnel following manufacturer labels and Colorado regulations. Environmental factors, protection of non -target species, and safety considerations —such as runoff potential and pollinator impact —will guide product selection. Herbicide applications will follow all safety protocols, including proper equipment calibration, use of personal protective equipment (PPE), and adherence to Restricted Entry Intervals (REls). Application records will be maintained as required by the Colorado Department of Agriculture, and all containers will be disposed of safely and in accordance with label instructions. 2.3 Monitoring and Follow-up Effective weed control often requires multiple growing seasons, especially in areas with well -established infestations and persistent seed banks. Without continued treatment, weeds can quickly reestablish, even after initial success. To ensure long-term effectiveness, the applicant will maintain detailed records of control efforts and monitor their outcomes. This information will guide adjustments to treatment strategies and priorities over time. The program will be updated as site conditions evolve, and new infestations will be addressed promptly to prevent spread. D U D E K 12995.47 3 JULY 2025 4WW 1A k r ` a I y r r Fire Safety Approach for Windy Bluff BESS Facility October 15, 2025 Rev1 Fire & Risk Alliance, LLC 7620 Standish Place, Rockville, MD 20855 u (301) 658-3060 0 info@fireriskalliance.com 0 www.fireriskaIliance.com FIRE & RISK **ALLIANCE** FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY NO TABLE OF CONTENTS 1. INTRODUCTION............................................................................................ 1 1.1 Fire and Risk Alliance.....................................................................................................................1 1.2 Jupiter Power................................................................................................................................. 1 1.3 Purpose........................................................................................................................................ 2 1.4 Referenced Codes and Standards.................................................................................................. 2 1.5 References.................................................................................................................................... 2 2. KEY DEFINITIONS.......................................................................................... 4 3. PROJECT INTRODUCTION.............................................................................. 5 4. BESS BACKGROUND..................................................................................... 7 4.1 BESS Introduction......................................................................................................................... 7 5. BESS INDUSTRY DEVELOPMENT.................................................................. 10 5.1 BESS Development History.......................................................................................................... 10 5.2 BESS Codes, Standards, and Listing Certification......................................................................... 12 5.3 Large Scale Fire Testing............................................................................................................... 12 6. WINDY BLUFF BESS FIRE SAFETY ROADMAP................................................. 14 6.1 BESS Manufacturer Development, Testing, and Certification......................................................... 14 6.2 Windy Bluff BESS Facility Design and Risk Assessment................................................................. 14 6.3 Layered Approach to Safety Summary.......................................................................................... 16 6.4 Windy Bluff BESS First Responder Training.................................................................................... 17 6.5 Windy Bluff BESS Incident Response............................................................................................ 18 6.6 Windy Bluff BESS Fire Safety Documentation Summary................................................................. 19 7. CONCLUSION............................................................................................. 20 FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY r 1. INTRODUCTION 1.1 Fire and Risk Alliance Fire & Risk Alliance (FRA) is afire and risk engineering con sultingfirm staffed by team of highly skilled engineers and scientists. With global outreach and an emphasis on innovative solutions, FRA offers comprehensive fire protection engineering services focused on the safety and welfare of both the public and industrial assets. The company's approach is rooted in hands-on experience, active industry engagement, and cutting -edge applied research. This trifecta ensures that FRA consistently delivers top -tier, state-of-the-art solutions to our projects. FRA's expertise includes extensive knowledge in lithium -ion Battery Energy Storage Systems (BESS) applications. With a wide-ranging portfolio that includes utilities, independent power producers, data centers, large-scale parallel computing facilities, and a diverse clientele worldwide, FRA has worked on over 70 gigawatt hours of BESS projects. Our team excels in ensuring adherence to complex utility/local regulations such as the California Fire Code, Arizona Public Service, Kern County, Los Angeles County, and FDNY Rule 3 RCNY 608, as well as adhering to national standards such as National Fire Protection Association (NFPA) Standard 855 and the International Fire Code. Leveraging our in-depth understanding, in-house testing and research capabilities, and expertise in fire protection systems, FRA ensures that facilities receive robust protection with a focus on continued compliance to codes and standards. FRA regularly develops Hazard Mitigation Analyses, Emergency Response Plans, training programs, risk assessments, computational fluid dynamics fire and explosion modeling, fire protection designs, participates in community events/planning board hearings, and performs many other analyses to support BESS projects worldwide. 1.2 Jupiter Power Jupiter Power is a leading energy storage developer, owner, and operator committed to safety as the top priority for all projects. Jupiter Power puts deep energy storage expertise together with proven project execution capability and significant capital to support a more affordable and reliable electrical grid. Since its founding in 2017, Jupiter Power's assets have been designed to meet the growing needs of a continuously expanding electrical grid. Jupiter's team includes over 150 employees across three offices, ten operating projects, and over 12,000 megawatts in development across the U.S. With that expertise, Jupiter has assembled one of the earliest and most geographically diversified storage development pipelines in the country. Jupiter's battery energy storage systems will strengthen grids around the country while providing reliable and resilient energy to consumers by bridging the gap between intermittent generation supply and real-time consumer demand for power. The Jupiterteam is creating innovative ways to site, develop, and operate systems in the unique conditions of each of the electric markets across the country. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY r 1.3 Purpose The purpose of this report is to outline the comprehensive safety strategy for the Windy Bluff Battery Energy Storage System (BESS/ESS) facility. The purpose of this report is to also share key information and to facilitate collaboration with key stakeholders such as the Authority Having Jurisdiction, Fire Code Officials, local fire departments, and the public. This plan details a multi -layered approach to risk mitigation, which integrates rigorous engineering practices, adherence to local requirements, and compliance with the most current codes, standards, and industry best practices. Additionally, the strategy for independent third -party evaluation of the selected ESS equipment is discussed, as well as continual commitment to first responder training. 1.4 Referenced Codes and Standards Platteville-Gi[crest Fire Protection District • International Fire Code (IFC) — 2024 Edition • NFPA 855, Standard for the Installation of Stationary Energy Storage Systems 2023 Edition National Fire Protection Association (NFPA) • NFPA 69, Standard on Explosion Prevention Systems — 2019 Edition Underwriters Laboratories (UL) • UL 1973, Batteries for Use in Stationary and Motive Auxiliary Power Applications • UL 1741, Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources • UL 9540A, Test Method for Evaluating Thermal Runaway Fire Propagation in Battery Energy Storage Systems • UL 9540, Energy Storage Systems and Equipment CSA Group • CSA TS-800, Large -Scale Fire Testing (LSFT) Procedure 1.5 References [1 ] Fire and Risk Alliance, "Explosion Control Guidance for Battery Energy Storage Systems," October 2024. [Online]. Available: https://bess-sdk.com/resources/whitepapers/bess-explosion-control-guidance/. [Accessed 10 July 2025]. [2] U.S. Energy Information Administration, "U.S. battery capacity increased 66% in 2024," 12 March 2025. [Online]. Available: https://www.eia.gov/todayinenergy/detail.php?id=64705#. [Accessed 9 July 2025]. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 9 [3] Electric Power Research Institute, "Insights from EPRI's Battery Energy Storage Systems (BESS) Failure Incident Database," 2024. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) 2. KEY DEFINITIONS Authority Having Jurisdiction (AHJ) Means an organization, office, or individual responsible for enforcing the requirements of the State adopted Building and Fire Codes, includingthe prior authorization or approval of any equipment, materials, installations or procedures used in all or in part of the construction of a new or alteration or renovation of an existing building or structure, including integral finishes, fixtures and building system therein. Fire Code Official (FCO) The fire chief or other designated authority charged with the administration and enforcement of the code, or a duly authorized representative. Flammable Limits Lower Flammable Limit (LFL)—The minimum concentration of combustible gas orvapor in airthat can cause a fire or explosion in the presence of an ignition source. Upper Flammable Limit (UFL)—The highest concentration of combustible gas or vapor in air that can cause a fire or explosion in the presence of an ignition source. Remote Operation Control Center (ROCC) A centralized facility that serves as an operational hub that monitors, controls, and supports facility operation from a remote location. The ROCC can use real-time data, video feeds, and analytics via Supervisory Control and Data Acquisition (SCADA) to identify issues, diagnose problems, and control processes to ensure facility reliability and safety. Subject Matter Expert (SME) A BESS SME is a group of individuals familiar with the ESS facility site layout, equipment, and operation. The BESS SME provides an advisement role to the fire department Incident Commander during emergency responses occurring within the ESS facility. Thermal Runaway A condition in which a battery cell temperature rises at an uncontrolled, accelerating rate. It is potentially initiated when the battery cell heat generation occurs at a higher rate than the available heat dissipation. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 10 3. PROJECT INTRODUCTION The proposed Windy Bluff BESS facility is located at County Roads 31 and 36 in Weld County, Colorado. The facility is situated south of an existing substation and is located in a primarily agricultural/residential area. An aerial image of the proposed facility is shown in Figure 1. Figure 1. Windy Bluff BESS Facility Location The Windy Bluff BESS facility design has not been finalized and is subject to change. The facility will be designed to target a total energy capacity of 125 megawatts (MW) / 1,000 megawatt hours (MWh) and will utilize Hithium Infinity Block Generation 2 (Hithium) BESS. In addition, the facility will be equipped with Balance of Plant (BOP) supporting equipment needed for BESS facility operation. The supporting BOP equipment is similar to a typical electrical substation and will include inverters, transformers, switchgear, and an unmanned control house. The BESS facility site plan is shown Figure 2. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY N L�IL F�w SEfL;A4M. SUBSTATION 1 TRAN-SF[nPMFR E 14 1 STORMWATER BASIN Fj SUBSTATION 8 GONITROL ` FNCI. [jSURF GA, I :':rg f1� pp r rr 'ARCEL©OUNDARY 4a BATTERY CONTAINERS ' W) "SE RIT$ 109 SETBACK PCs ELECTRICAL LINES A.UX TRAN$FQRMER EELECTRICAL EASEMENTS M FIRE COSAMAND CENTER i STORM WATER BASIN 'P FIRE HYDRANT SOUND WALL AwiniW I Figure 2. Windy Bluff BESS Facility Equipment Site Plan The facility will be designed for remote monitoring using a Supervisory Control and Data Acquisition (SCADA) system. The SCADA system provides real-time data, system control, and diagnostics from a remote centralized location. Redundantly, the facility design will include a fire alarm and detection system capable of providing automatic alarm transmission to an approved supervising station. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) 4. BESS BACKGROUND 4.1 BESS Introduction The Hithium BESS is a fully factory -integrated enclosure, specifically designed for outdoor ground -mounted applications. Each BESS container measures approximately 19.9 ft in length, 8 ft in depth, and 9.5 ft in height. The enclosure includes battery cells/modules, power electronics, thermal management, battery management, and safety systems. The system components can be described in four construction levels, as shown in Figure 3 and described below. -- V / oe ' � o.' Cell Module Rack Figure 3. BESS Enclosure Levels of Construction Unit/Enclosure • Battery Cell — The cell is the smallest component of the battery assembly and utilizes a lithium iron phosphate (LFP) chemistry with a prismatic (rectangular) form factor. • Battery Module —The battery module is composed of 104 cells. The module design incorporates cooling systems, fuse protection, pressure relief ports, and data communication. • Battery Rack — The battery rack is composed of eight interconnected modules. The rack design incorporates a rack -level battery management system (BMS), electrical disconnects, fuse protection, and data communication. • Battery Unit/Enclosure — The unit is the final level of the BESS enclosure with weatherproof exterior construction. The enclosure design incorporates unit -level BMS, thermal management system, electrical disconnects, fuse protection, fire and explosion control safety systems, and an auxiliary system for data communication, remote control, and monitoring. A brief description of key BESS components, designs, and safety features is provided in the following sessions. 4.1.1 Weatherproof Enclosure Exterior The BESS enclosure is weatherproof and helps to protect the internal components from water ingress, mechanical damage, general weather conditions, and animals. The exterior enclosure is provided with doors such that all interior components are accessible from the exterior, eliminating the need for personnel to enter the enclosure to perform service activities. The exterior of the enclosure is equipped with notification appliances to notify nearby site personnel of system fault/alarm conditions. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY r 4.1.2 Battery Management System The BMS is integrated into the BESS enclosure design and provides wide -reaching oversight for controlling charging, discharging, fault detection, and system disconnection. The BMS provides automatic monitoring of voltage, temperature, current, resistance, and other safety data in real-time. The BMS is designed and tested to provide protection against thermal runaway failure by safely disconnecting the BESS upon detection of fault conditions, loss of communication, or abnormal data measurements. The input/control diagram for the BMS is illustrated in Figure 4. The BMS interfaces with the site -level communication system, enabling 24/7 monitoring and control from the ROCC. Input from Battery Voltage Temperature Current Output To Application soc 511 SOH aulUstatus BMS f Figure 4. BMS Data Input and Control Output Diagram 4.1.3 Thermal Management System (TMS) The TMS is a closed -loop liquid cooling system that uses an automotive coolant consisting of a pre -diluted 50/50 mixture of water and ethylene glycol. The liquid cooling system is piped to each battery module to maintain optimal operating temperature, performance, and lifespan. The TMS chiller is equipped with fans and radiators to air-cool the coolant. The system uses R410a refrigerant. 4.1.4 Fire Alarm and Detection System The BESS enclosure is integrated with a fire detection system. The fire detection system consists of two smoke detectors, two combustible gas detectors, and two heat detectors. The BESS enclosure fire and gas detection signals are sent to the BMS to initiate the automatic safety operation. All fire and gas detectors used in the ESS facility are aggregated to a site -fire alarm control panel (FACP) that can automatically transmit alarm signalsto an approved remote supervising station forfirst responder dispatch. The FACP is typically located within the substation control enclosure, which provides environmental and physical protection. The fire alarm signals are redundantly transmitted to the Jupiter ROCC, allowing Jupiter full redundant monitoring and visibility into the ESS facility's fire alarm system. A complete review of the ESS equipment fire alarm system design will be conducted to ensure that the design complies with the Platteville-Gi[crest Fire Protection District requirements and NFPA 72. The ESS fire alarm system will be supported by an NFPA 72 site -level fire alarm system designed by a fire protection engineer registered in the State of Colorado. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) 4.1.5 Fire Command Center The Fire Command Center (FCC) is a remote enclosure containing afire alarm annunciator for fire department use. The fire alarm annunciator displays the status and location of monitored fire alarm devices. It allows the first responders to obtain fire alarm data remotely, enabling them to access the alarm status without needing to physically enter the ESS facility for hazard assessment. In addition, the FCC enclosure will contain a document cabinet, direct contact information to the ROCC, and a fire department emergency key box. 4.1.6 Explosion Control System The BESS enclosure is provided with an explosion control system in accordance with NFPA 855 using a Combustible Concentration Reduction (CCR) ventilation system designed per NFPA 69. The CCR system is designed to prevent the accumulation of flammable gases within the enclosure. A depiction of a generic CCR system is provided in Figure 5. It is a system that is activated by the internal gas detector set to 10% of the lower flammable limit (LFL) and is designed to maintain the flammable gas concentration below 25% LFL under all foreseeable scenarios, in accordance with the NFPA 69 performance requirements. The CCR system is permitted to be the primary and sole means of explosion control system per NFPA 855, as it is an active mitigation system operating to reduce the risk of ignition. Figure 5. Example NFPA 69 CCR Ventilation System Diagram [1] Jupiter Power, with the assistance of FRA as a third -party engineering firm, evaluates each BESS manufacturer's explosion control system to ensure it is code -compliant, effective, and safe. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 10 5. BESS INDUSTRY DEVELOPMENT 5.1 BESS Development History Global installed capacity and demand of utility -scale BESS have grown significantly and are playing an increasingly vital role in electrical grid modernization, reliability, and resilience. For the US electrical grid, the US Energy Information Administration estimates that the cumulative utility -scale battery storage capacity exceeded 26 GW in 2024, as shown in Figure 6, and that capacity growth could set a record due to increasing energy needs. gigawatts (GW) 50 45 40 35 30 25 20 15 10 5 planned ;capacity 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 Figure 6. Cumulative US Utility -Scale Battery PowerCapacity[2] In the relatively early stages of BESS deployment in the US, a handful of high -profile failure incidents occurred that underscored the need for robust fire code regulations and first responder training. One notable incident occurred in Surprise, Arizona, in 2019, where a BESS failure resulted in injuries to responding firefighters. This incident highlighted the critical need for improved BESS safety and influenced the development of new fire safety regulations for grid -scale BESS products and installations. This and other incidents resulted in the creation of NFPA 855, 2020 Edition, Standard for the Installation of Stationary Energy Storage Systems, and updates to the UL 9540A Test Method for Evaluating Thermal Runaway Fire Propagation in Battery Energy Storage Systems. Additionally, it resulted in greater emphasis on the first responder training on managing the BESS hazard to ensure their safety. NFPA 855, the US safety standard, is widely recognized as the leading code for BESS installations and is referenced by regulatory bodies and agencies in countries around the world. Since the creation and adoption of these codes and testing standards, the BESS industry has made significant advancements in safety and in mitigating the consequences of potential failures. Examples of improvements include, but are not limited to, fire detection, explosion control, passive compartmentalization, and battery cell/module designs. The bar for safety is continuously increasing as the industry stakeholders, composed of fire code officials, regulators, manufacturers, and engineers, prioritize risk reduction and operational reliability. The following codes and testing standards have been published or are scheduled for release in the near future. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY r • NFPA 855, 2026 Edition. • CSA TS-800:2024 Large Scale Fire Testing - Established the first laboratory standardized protocols for conducting large-scale fire testing. • UL 9540A 5th Edition, with 6th Edition scheduled for publication in Q1 2026 - Incorporates updated testing protocols to include large-scale fire testing. Key safety updates in NFPA 855, 2023 Edition, include an enhanced focus on mitigating the consequences of failure through engineering analysis. Additionally, the NFPA 855, 2026 Edition, mandates large-scale fire testing (LSFT). In response to these code updates, CSA and UL have developed standardized testing protocols to support compliance with the code changes. As evidence of continued safety requirement improvements by industry stakeholders, a limited number of fire - related incidents have occurred despite the rapid growth of grid -scale BESS deployments. An analysis conducted by the Electric Power Research Institute (EPRI) found that between 2018 and 2023, the grid -scale BESS failure rate has dropped 97% globally, as shown in Figure 7. Global Grid -Scale Storage Deployment and Failure Statistics 300 1.5 Sources: (1) EPRI Failure Incident Database (2) Wood Mackenzie, Global Energy Storage Outlook. Data as of 12/31/24. O E 200 1.0 0 0' 16 o � 14 13 p 11 Ln 100 g 0.5 U 4 _ c U 0 J 0 2018 2019 2020 2021 2022 2023 2024 LL 0 Failure Incidents' Cumulative Deployment (GWh)2 — Failure Incidents per Deployed GWh (#/GWh)12 Figure 7. Global Grid -Scale BESS Deployment and Failure Statistics [3] It must be noted that recent fires afflicting some of these BESS have garnered significant media attention. While regulatory and safety improvements continue to make strides, the local adoption of safety codes remains inconsistent across local jurisdictions. In particular, the local adoption of the latest edition of NFPA 855 is inconsistent. As a result, most serious incidents have occurred at facilities that were not in compliance with the latest fire safety standards. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) 5.2 BESS Codes, Standards, and Listing Certification FRA is actively involved in the development of safety codes and testing protocols as an industry stakeholder representing risk and safety engineers. FRA remains closely aligned with the latest advancements in safety. Jupiter Power, partnered with FRA, recognizes the importance of safety and is committed to adhering to the Latest published NFPA 855 in effect at the time of permitting for all new BESS developments, oftentimes going above and beyond the local regulatory minimum requirements. The list below summarizes key BESS fire safety codes, standards, and listing certifications that the ESS facility will comply with. Where there is a gap in local jurisdiction requirements or if a previous edition is enforced, the latest codes and standards will be adhered to. • International Fire Code (IFC): Sets the minimum requirements for fire prevention and fire protection systems to safeguard public health, safety, and general welfare from the hazards of fire, explosion, or dangerous conditions in buildings and premises. • NFPA 855, Standard for the Installation of Stationary Energy Storage Systems: Provides fire safety requirements for the design, construction, installation, commissioning, operation, maintenance, and decommissioning of stationary ESS, including mobile and portable ESS installed in a stationary situation and the storage of lithium metal or lithium -ion batteries. • NFPA 69, Standard on Explosion Prevention Systems: Provides the requirements for the design, installation, operation, maintenance, and testing of systems for the prevention of explosions. • UL 1973, Batteries for Use in Stationary and Motive Auxiliary Power Applications: Evaluates the battery system's ability to safelywithstand simulated abuse conditions. The standard subjects module - level stationary batteries to an internal fire exposure testto force a thermal runaway in one cellto ensure it does not explode, propagate fire to neighboring cells, or propagate to the rest of the modular battery system. • UL 1741, Inverters, Converters, Controllers and Interconnection System Equipment for Use with Distributed Energy Resources: Provides the requirements for inverter and converter equipment that are intended to convert DC power from a renewable energy source into AC power that can be used by the electrical grid or other electrical loads. • UL 9540A, Test Method for Evaluating Thermal Runaway Fire Propagation in Battery Energy Storage Systems: Test method to evaluate thermal runaway and fire propagation of a lithium -ion BESS at the cell level, module level, unit level, and installation level. The data generated from the test method can be used to determine the fire and explosion protection systems/features required for a BESS installation. • UL 9540, Energy Storage Systems and Equipment: Provides requirements for the construction and assembly of lithium -ion BESS for stationary indoor and outdoor installations and establishes the system -level certification for ESS and their associated equipment. 5.3 Large Scale Fire Testing LSFT aims to simulate the worst -case fire scenario within a laboratory setting. The test setup is customized for the BESS container and configured to reflect the final installed configuration of the BESS, with sensors FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) configured throughout the containers and on instrumented walls to represent immediate surrounding enclosures, buildings, or exposure hazards. Atypical LSFT setup is depicted in Figure 8. TARGET TARGET CONTAINER CONTAINER TARGET INITIATING (FIR CONTAINER F//// CONTAINER w J N 1Q TARGET 1 CONTAINER Figure 8. Concept Large Scale Fire Testing Configuration J Z 0 U w J J 0 U Q r a 0 The test procedure designates an initiating BESS container and induces forced failure using a burner, heater, or igniter. The resulting developed fire condition is evaluated for its potential impact on the surrounding target containers and sensors. The collected data during the LSFT may include, but is not limited to, temperature, heat flux, fire propagation timing, and smoke collection. The intent of the LSFT is to evaluate the passive BESS container design performance during a worst -case scenario, assuming failure of all mitigation measures. A passing LSFT criterion should demonstrate that the initiating container fire does not propagate to the surrounding target containers, without reliance on manual suppression or exposure cooling. Two industry -standard LSFTtest procedures are: • CSA TS-800 Large Scale Fire Testing Procedures • UL 9540A Large Scale Fire Testing The BESS container used at the BESS facility will undergo a LSFT prior to site construction. The conducted test and the resulting data will be evaluated for compliance with the test procedures, and the collected data will be examined to inform the BESS container -to -container separations. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) 6. WINDY BLUFF BESS FIRE SAFETY ROADMAP The fire safety roadmap outlines Jupiter Power's approach to fire safety for the Windy Bluff BESS project. This roadmap provides a high-level overview of the fire safety evaluations planned to be conducted from the manufacturing stage up to end -of -life decommissioning. The roadmap includes training tailored for local first responders which will cover emergency response plans and incident management to ensure the safety of the responding personnel and the public. The information presented is intended to serve as a guiding frameworkto ensure compliance with the latest fire safety codes, standards, and listing certifications, and to allow for collaboration with the AHJ, FCO, and Fire Departments. 6.1 BESS Manufacturer Development, Testing, and Certification The typical BESS manufacturer's product development road map is illustrated in Figure 9. The Hithium BESS has completed UL 9540A testing and is listed to UL 1973 and UL 9540. A large-scale fire test will also be completed for the BESS. UL1973 CERTIFICATION BATTERY CELL UL 9540A UL 9540A UL 9540A AND MODULE CELLTESTING MODULETESTING UNITTESTING DEVELOPMENT BESS SAFFETY BESS SYSTEMS ENCLOSURE UL9540 CERTIFICATION DEVELOPMENT DEVELOPMENT LARGE SCALE � BESS ENCLOSURE FIRETESTING DESIGN COMPLETE Figure 9. BESS Battery and Enclosure Testing and Certification Road Map 6.2 Windy Bluff BESS Facility Design and Risk Assessment In addition to the BESS development process, FRA will conduct a comprehensive safety evaluation of both the BESS enclosure and the facility site to ensure that the proposed system meets all applicable code requirements and that identified risks to the community and first responders are appropriately managed and mitigated. The following plans and risk assessment reports will be generated for the Windy Bluff BESS: FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 9 • Hazard Mitigation Analysis (HMA) is an NFPA 855 and IFC required third -party fire safety engineering risk evaluation that is provided to the AHJ or FCO for approval of the BESS enclosure and the facility. HMAs tie together information on the BESS assembly, applicable codes, building code analysis, inspection testing and maintenance (ITM), fire testing, and modeling analysis. The HMA evaluates the safety mitigations and measures in place at both the BESS enclosure and site levels to determine whether identified risks are adequately addressed or if additional recommendations are needed to ensure the facility does not pose a threat to the community and first responders. • Emergency Response Plan (ERP) is an NFPA 855 required pre -planning documentation identifying hazards and response tactics for BESS emergencies. The plan produced by FRA will include responses against failure of facility ancillary equipment, such as transformers, breakers, switchers, and other facility specific equipment that may be present. • Community Risk Analysis (CRA) is a supplemental risk assessment document above the minimum code requirements. The CRA is a voluntary plume dispersion study that analyzes the risks to the surrounding communityfrom gases that may be released in the event of BESSfailures. The CRA informs the site design, such that no harmful impacts to the community exist beyond the project property lines. • Fire Protection Site Master Plan is a preliminary conceptual drawingthat shows the facility layout with a focus on fire safety features. The plan is intended as a reference tool for the AHJ, FCO, and Fire Departments during their review of the facility and to provide input to the facility's fire safety and response. The plan typically includes the facility equipment arrangement, fire access roads, fire department connection, and fire alarm system components. In addition to the above documents, FRA may provide consultation and additional supporting materials, such as a test report review, third -party engineering documentation review, code compliance review, fire protection system designs, and commissioning and decommissioning plans. FRA's role as a third -party engineering consultant provides independent review and oversight of the fire safety objectives. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) 6.3 Layered Approach to Safety Summary The BESS and BESS facility design approach use a layered security approach to fire safety risk mitigation, sometimes referred to as the "onion" method. This method involves multiple layers of protection to ensure comprehensive safety and implementation of multiple barriers to prevent a full catastrophic failure. The layered approach includes prevention, isolation, and response elements, as shown in Figure 10 and described below: 1. LFP prismatic cell 2. UL9540A, large-scale fire test 3. Listed systems and components 4. Thermal management system 5. BMS and high-speed fuse protection 6. Fire and gas detection system 7. Explosion control system 8. 24-hour monitoring 9. Emergency response and training Figure 10. Layered Safety Approach 1. The BESS incorporates battery cells with LFP chemistry using gelled electrolytes within a prismatic cell form factor. Each battery cell is equipped with a passive pressure relief vent and intrusion protection to prevent dust and water ingress. 2. The BESS equipment and its batteries are tested in accordance with the UL 9540A large-scale fire and explosion testing. The testing shows failures are contained within the initiating BESS container with no propagation. 3. The BESS equipment is constructed using systems and components that are listed and certified. Each component used is evaluated by a Nationally Recognized Testing Laboratory (NRTL) for its reliability and safety. 4. The integrated thermal management system lowers the risk of failure by providing constant cooling to maintain optimal battery operating temperature, performance, and life span. The system is monitored and can transmit fault signals to the supervising station and initiate automatic shutdown in the event of a system fault. 5. The BMS provides constant monitoring of the battery cells and modules. If off -normal conditions are detected, such as high temperature, overvoltage, or overcurrent, the BMS will automatically initiate system shutdown. Additionally, each BESS is provided with high-speed fuse protection for short circuits. Manual isolation capability is also provided. 6. The BESS is equipped with fire and gas detectors. Smoke and fire conditions are monitored by an FACP that will be connected to a 24/7/365 staffed, approved supervising station for fire monitoring. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 9 Additionally, a cell thermal runaway leading to off -gassing will be detected by the gas detectors and initiate the explosion control system. 7. In the event of a cell thermal runaway leading to off -gassing conditions, the gas detectors will initiate the explosion control system to ventilate the enclosure and exhaust flammable gases. 8. Monitoring will be provided via a central ROCC overseeing all BESS equipment 24/7/365. In the event of an off -normal condition, the control center will be able to monitor and provide appropriate responses. This system is separate from the FACP monitoring system. 9. Emergency response and training serve as the last layer of safety upon failure of all subsequent layers. Emergency training will be provided by BESS fire experts, such that the local emergency services will have the appropriate tools and knowledge to respond to BESS emergencies. 6.4 Windy Bluff BESS First Responder Training First responder training will be conducted by FRA's BESS fire response training team at key phases during the BESS facility's lifecycle. The training is structured to equip first responders with the information necessary to effectively manage an incident occurring within an ESS facility and to keep themselves safe. FRA's BESS fire response training team consists of active and retired firefighters with in-depth knowledge of fire service operations, as well as the hazard and response tactics needed to effectively manage a BESS and electrical equipment emergency. Team credentials include former and active battalion chiefs, captains, and Law enforcement officers, as well as consultants specializing in emergency response for public electrical utilities. The fire department training will be tailored to address facility -specific considerations and exposure hazards, in consideration of the available resources of the responding fire departments. The training structure is outlined in Table 1. Table 1. Planned Fire Department Training Summary Training Types Purpose Planned Delivery Time Frame Pre -construction Initial classroom training covering high-level Will be provided as coordinated training equipment, hazard, and response review. with the local fire department. Pre -operation A combination of classroom and on -site training, Will be provided after training covering facility -specific equipment, hazards, and substantial completion of the emergency procedures. facility, but prior to energization. The on -site component features guided walkthroughs and close, in -person examinations of equipment interiors prior to facility energization. Annual training Annual classroom refresher training covering the Annual. above. Will be provided as coordinated On -site facility walkthroughs can be provided as with the local fire department. coordinated with Jupiter Power, depending on availability. � �M_ -000- PAGE17 WIN7BLUFFBESS FIRE SAFETY ROADMAP FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) 6.5 Windy Bluff BESS Incident Response Not all battery failures result in thermal runaway, and not every thermal runaway event escalates into a fire or explosion. The BESS is provided with multiple layers of mitigation strategy, from the design of individual components to the integrated cabinet assembly. While uncommon, BESS failures can lead to a thermal runaway condition, which occurs when the temperature of a battery cell rises at an accelerating and uncontrollable rate, resulting in damage to the cell. 6.5.1 BESS SME A BESS SME is a group of individuals familiar with the ESS facility site layout, equipment, and operation. The BESS SME provides an advisement role to the fire department Incident Commander during emergency responses occurring within the ESS facility. The ROCC phone number will be posted at the gate. Responding personnel can use this number to contact the BESS SME for guidance and to obtain additional BESS facility information as needed. 6.5.2 Typical Response Scenario The BESS enclosures utilized are designed for outdoor installation and are not located within an occupiable building. Each enclosure is compartmentalized and will be spatially separated to limit propagation risks. Additionally, the BESS enclosure has completed the UL 9540A test series, and a large-scale fire test will be conducted for a representative enclosure. FRA will review all conducted tests to verify that the tests were properly conducted and to evaluate the results. Acceptable test results must demonstrate that thermal runaway propagation is passively contained and that, in the event of a fire, it remains confined to the initiating container without the need for external cooling water. Layers of safety control and design features will be incorporated into the BESS enclosures and verified as part of the FRA's risk assessment to support the assertion that fire growth will likely result in a slow -moving event that is contained to the initiating enclosure. Under ideal conditions, the incident may not require active intervention from first responders. If conditions warrant, first responders may opt to implement a defensive exposure protection tactic under BESS SME advisement. Defensive exposure protection is achieved usingfirewaterto cool exposed equipment usinga rain - down method and to allowthe event to run its course. The recommended personal protective equipment during a response scenario is NFPA 1971 structural firefighting gear and the use of a self-contained breathing apparatus (SCBA), standard fire department gear. FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 9 6.6 Windy Bluff BESS Fire Safety Documentation Summary Key fire safety -specific certification, reports, and plans that will be developed for the facility are summarized in Table 2. The status dates indicated in this table are not finalized and are subject to change. Table 2. Fire Safety Certifications, Reports, and Plans Schedule Certification/Report/Plan Purpose Status Responsibility UL 1973 Certification Battery cell safety test Completed Manufacturer certification UL 9540A Cell Level Test Battery cell failure Completed Manufacturer characterization test UL 9540A Module Level Test Battery module failure Completed Manufacturer characterization test UL 9540A Unit Level Test Battery unit failure Completed Manufacturer characterization test Large -Scale Fire Test Battery unit failure Q4/2026 Manufacturer characterization test UL 9540 Certification BESS enclosure safety Completed Manufacturer certification Hazard Mitigation Analysis BESS safety and facility Q2/2026 FRA engineering risk evaluation Community Risk Analysis Plume dispersion and Q2/2026 FRA community risk evaluation Emergency Response Plan BESS and facility pre- Q2/2026 FRA incident emergency plans Fire Protection Site Master Conceptual fire safety plans Completed FRA Plan Fire Protection Facility Design Facility fire protection design Ongoing FRA and Fire documentation Protection Contractor Fire Protection Commissioning procedures Q4/2026 Fire Protection Commissioning Plan for AHJ approval Contractor End -of -Life Decommissioning Removal of BESS and facility Q4/2026 Jupiter Power & Plan remediation. Decommissioning Contractor FIRE SAFETY APPROACH FOR WINDY BLUFF BESS FACILITY 1) 7. CONCLUSION This document outlines the core principles that ensure energy storage systems can be deployed safely and without risk to public health. It is intended to share key information and to support collaboration with stakeholders, including the Authority Having Jurisdiction, Fire Code Officials, local fire departments, and the public. Jupiter Power, in collaboration with Fire & Risk Alliance, is dedicated to developing the energy storage facility with safety as its highest priority. The energy storage facility will be developed through a comprehensive, multi - layered strategy that combines industry -recognized engineering and design practice, in conjunction with strict compliance with the latest codes and standards. In addition, FRA will provide independent engineering reviews and risk assessments for the energy storage system used. The partnership with the local fire department is a key component of energy storage system facility design and operation. The commitment to safety includes early coordination and dialogue with the local fire department during project initiation and regular training throughout the lifespan of the project to ensure the first responders are informed and prepared. WINDY BLUFF LANDSCAPING AND SCREENING PLAN To: Weld County Department of Planning Services From: Windy Bluff Resiliency LLC Subject: Windy Bluff Energy Storage System Landscaping and Screening Plan Date: September 11th, 2025 Windy Bluff Resiliency LLC (applicant) is proposing to construct and operate the Windy Bluff Energy Storage System Project (Project), an up to 125MW battery energy storage system (BESS) within unincorporated Weld County, Colorado (County). The project would connect to the existing 115-kilovolt (kV) Vasquez Substation owned by Xcel/Public Service Commission of Colorado (PSCO) which is directly adjacent to the Project site to the north via an overhead transmission line. The facility would be within two privately owned parcels of land (parcel ID: 121109100023 and 121109100022) near the intersection of Weld County Road 36 and County Road 31. The Project would be sited on approximately 14 acres; however, the final footprint of the Project would likely be smaller. BESS facilities present a low profile, especially when compared to other operational energy facilities already present near the property. As such, these installations generate little visual impact to surrounding properties and typically require little in the way of visual buffering. Minimum setbacks for the Project's zoning district (Agricultural, A), are twenty (20) feet; the applicant proposed a 50 foot setback for the canal/ditch located west of the site, which aligns with the County's standards. No setback to residential properties was proposed during the pre -application meeting with the Planning Department, but the applicant is committed to working with the County on any options deemed necessary to decrease visual impacts. The applicant proposes an opaque barrier for the perimeter of the Project, which will serve to break up the visual impact of the facility when viewed from adjoining properties and is open to discussing other features such as landscaping or other agreed -upon mitigation measures if requested by the County. In addition, portions of the opaque barrier may also function as sound walls to comply with the noise standards outlined within the Weld County charter and county code (Sections 23-2-250 and 25-12-101). Within the fence line and on any other areas disturbed during construction, the applicant will use crushed stone throughout the Project as part of National Fire Protection Association (NFPA) 855 requirements; this will allow for non-native weed control and fire suppression of the site during the Project's duration. WINDY BLUFF LIGHTING PLAN To: Weld County Department of Planning Services From: Windy Bluff Resiliency LLC Subject: Windy Bluff Energy Storage System Project Lighting Plan Date: October 6th, 2025 This lighting plan details the required lighting during the construction and operation of the Windy Bluff Energy Storage System Project. 1 Construction Construction will mainly occur during normal working hours in the daylight, minimizing the need for temporary lighting. Should the need for additional lighting arise, temporary lights will be installed in compliance with Section 23-2-250.D of the Weld County Code. Temporary lighting will be downcast and shielded to minimize and eliminate bleeding outside of the project area. Lights will not exceed 150,000 lumens per source, exceed more than 24ft in height, or project more than 0.1 lumens beyond the property lines. Any lighting installed during construction will be on a temporary as -needed basis and will be removed prior to the completion of construction. 2 Operation During operations, there will not be nighttime lighting except for motion -activated lighting that will be used for security purposes or for emergency maintenance activities. Any lighting installed will be dark -sky compliant and will be designed to minimize light pollution and help to conserve energy. TECHNICAL MEMORANDUM To: Weld County Department of Planning Services From: Andrew Schad, INCE Bd. Cert., Dudek Subject: Sound Study- Windy Bluff Energy Storage Project, Weld County, Colorado Date: September 161h, 2025 This report contains Dudek's sound study for the Windy Bluff Energy Storage Project (Project), located in Weld County, Colorado. The study evaluates sound generated during project operations from on -site stationary mechanical equipment (battery storage units and transformers) against applicable noise limits. 1 Background 1.1 Project Description and Setting The Project will develop an up to 125-megawatt BESS facility in Weld County, Colorado. The Project will include construction of an onsite substation. The Project site is in an agricultural setting with residential land uses interspersed to the north, east, south, and west. The nearest home is to the west, approximately 90 feet from the project site boundary (see Figure 1). Surrounding land uses include agriculture, rural residential, oil and gas facilities, and community solar farms. 1.2 Acoustical Fundamentals 1.2.1 Common Terminology Although the terms may be used interchangeably in the right context, "sound" is defined as any gas or fluid pressure variation detected by the human ear, and "noise" is unwanted sound. The preferred unit for measuring sound is the decibel (dB), which expresses the ratio of sound pressures to a reference value logarithmically and enables a wide range of audible sound to be evaluated and discussed conveniently. On the low end of this range, zero dB is not the absence of sound energy, but instead corresponds approximately to the threshold of average healthy human hearing; on the upper end, 120-140 dB corresponds to an average person's threshold of pain. The human ear is not equally responsive to all frequencies of the audible sound spectrum. An electronic filter is normally used when taking noise measurements that de-emphasizes certain frequencies in a manner that mimics the human ear's response to sound; this method is referred to as A -weighting. Sound levels expressed under the A - weighted system are sometimes designated dBA. Unless otherwise noted, all sound levels discussed in this report are A -weighted. The equivalent continuous sound level (Leq) is a single dB value which, if held constant during the specified time period, would represent the same total acoustical energy of a fluctuating noise level over that same time period; this is also known as the "average" sound level. Leq values are commonly expressed for periods of 1 hour, but longer or shorter time periods may be specified. 1.2.2 Exterior Noise Attenuation Noise sources are classified in two forms: (1) point sources, such as stationary equipment or a group of construction vehicles and equipment working within a spatially limited area at a given time, and (2) line sources, such as a roadway with a large number of pass -by sources (motor vehicles). Sound generated by a point source typically diminishes (attenuates) at a rate of 6.0 dBA for each doubling of distance from the source to the receptor at acoustically "hard" sites and at a rate of 7.5 dBA for each doubling of distance from source to receptor at acoustically "soft" sites. Sound generated by a line source (i.e., a roadway) typically attenuates at a rate of 3 dBA and 4.5 dBA per doubling of distance, for hard and soft sites, respectively. Sound levels can also be attenuated by human -made or natural barriers. For the purpose of a sound attenuation discussion, a hard or reflective site does not provide any excess ground -effect attenuation and is characteristic of paved ground surfaces, as well as very hard -packed soils. An acoustically soft or absorptive site is characteristic of unpaved loose soil or vegetated ground. For example, in the case of a 65 dBA noise level measured at 25 feet from a roadway centerline (a line source) with hard -packed shoulder (a hard site), an attenuation rate of 3 dBA per doubling of distance would apply; the traffic noise would diminish to 62 dBA at 50 feet from the centerline and to 59 dBA at 100 feet from the centerline. On a construction site (point source) where there is open ground with or without vegetation between the construction equipment and receiver (soft site), an attenuation rate of 7.5 dBA per doubling of distance would apply; the construction equipment noise, measured as 85 dBA at 50 feet from the construction equipment, would diminish to 77.5 dBA at 100 feet from the source and to 70 dBA at 200 feet from the source. 1.3 Weld County Noise Regulations The County's Charter and Code establish noise criteria for various land uses, as laid out in Article IX -Noise, section 14-9-40 "Maximum permissible noise levels: Sound levels are hereby established for each type of property during specific hours of the day. Any sound level which exceeds the level set for a type of property at any time of day is prohibited. Source: Weld County Charter and County Code, Article IX -Noise, Sec. 14-9-40 For a conservative analysis, this study assumes that all Project equipment is operating continuously at its maximum sound level, 24-hours per day. In reality, the facility will operate at full capacity during only some hours and less frequently during nighttime hours. Equipment sound levels will vary depending on facility operations, time of day, outdoor ambient temperature, and other factors. As such, the more restrictive nighttime noise limits are applied. 2 Agricultural land uses are noise generating land uses, as indicated by the exemptions listed in the code for noise made during the operation of agricultural equipment and farm animals, alongside exemptions made for construction activities and some industrial noise sources such as mining operations. As such, the industrial and construction noise limit of 80 dBA during the day and 75 dBA at night is appropriate for agricultural land uses. As the adjacent parcels are all agricultural, the 75 dBA nighttime limit is applied at the nearest property lines. The 50 dBA nighttime residential limit is applied at the boundary of the area of residential use of the nearest homes. For example, for a property that was zoned agricultural but also hosted a home- the sound limit would be 75 dBA at the property line but then would need to be below the 50 dBA nighttime noise limit at the area of residential use (the homestead). These limits are considered as Leq limits. 2 Operational Sound Levels 2.1 Methodology Sound modeling of Project operations was conducted in accordance with ISO Standard 9613-2, Acoustics - Attenuation of Sound During Propagation Outdoors, Part 2: General Method of Calculation, implemented using Datakustik's CadnaA software application. The CadnaA model takes into account source sound power levels, surface reflection and absorption, atmospheric absorption, geometric divergence, meteorological conditions, walls, barriers, berms, and terrain. A temperature of 10°C with 70% relative humidity was used. No attenuation due to foliage was included. Sound sources modeled for the Project were the primary producers of continuous -type noise generation on site, which include battery containers, power conversion systems (PCSs), and main power transformers at the Project collector substation. While there may be other electrical transmission system components on site, such as breakers and buses, their noise emissions are —if any —sporadic and thus have no meaningful contribution to overall aggregate noise emission from the BESS facility during charging or discharging conditions. For a conservative analysis, this study assumes that all Project equipment is operating continuously at its maximum sound level, 24- hours per day. In reality, the facility will operate at full capacity during only some hours and less frequently during nighttime hours. Equipment sound levels will vary depending on facility operations, time of day, outdoor ambient temperature, and other factors. The following sound sources are included in the sound propagation model: ■ Battery energy storage containers (BESS) -The Project equipment modeled is Hithium Generation 2 Model LX501501 battery storage systems with a noise reduction device (NRD). Sound test results for the battery energy storage enclosures by octave band were provided from the manufacturer for a variety of operating conditions. The Project proposes to use the 95% fan speed with a compressor speed of 7000 rpm with the manufacturer provided NRD installed. This operating condition generates a sound power level of 71.0 dBA with the NRD implemented. The Project proposes installation of 294 BESS containers. ■ Power conversion system (PCS) - The PCS includes a bi-directional inverter and a medium -voltage transformer. The Project plans to use the SMA SCS 3950UP XT system. Based on sound emission data results provided by the manufacturer, the reference sound power level for this unit is 92 dBA. The Project proposes installation of 50 PCS units on site. ■ Medium voltage transformers: The Project is anticipated to utilize 13 medium voltage transformers throughout the site. Based on the methodology outlined in the Electric Power Plant Environmental Noise 3 Guide (Teplitzky et al. 1979), these would generate a sound power level of 72 dBA under full power with cooling fans operating (i.e., oil natural air force [ONAF] conditions). ■ Substation transformers: The Project is anticipated to utilize one (1) 115 megavolt-ampere (MVA) high voltage transformers. Based on the methodology outlined in the Electric Power Plant Environmental Noise Guide (Teplitzky et al. 1979), each would generate a sound power level of 99 dBA under full power with cooling fans operating (i.e., oil natural air force [ONAF] conditions). The site is anticipated to be enclosed by an 8-foot-tall opaque barrier. However, at the northeast corner the wall is anticipated to be elevated to a height of 12 feet tall for a length of approximately 300 feet as shown in Figure 1. Sound -sensitive uses in the general vicinity of the Project site include rural residences, with the nearest being 90 feet from the project boundary on the western side. Additional homes are located at further distances in all directions. Other adjacent land uses are primarily agricultural. Surrounding land uses include agriculture, rural residential, oil and gas facilities, and community solar farms. Sound modeling included four discrete off -site receivers. In addition, a grid of in -model receivers spaced 3 meters by 3 meters was set at a height of 1.5 meters (5 feet) aboveground, spanning the project area and its immediate surroundings. 2.2 Results and Conclusions The model results and receptor locations are presented graphically in Figure 1, Sound Modeling Results for Project Operations, and numerically in Table 1. With the 8- to 12-foot-tall perimeter barrier, Project operational sound levels are below the County Development Standards nighttime residential sound level limit of 50 dBA Leq at the nearest residential use boundaries. As indicated in Table 1, the highest sound level exposure at a residence would be 48 dBA Lcq. As shown in Figure 1, sound levels are also below the nighttime industrial / agricultural noise limit of 75 dBA Leq at all Project property lines. Table 1. Project Operational Sound Levels Compared to Noise Limits Model Receiver R1 Modeled Project Operational Noise Level with NRDs, Municipal Code d BA (Leq 1h r Limit, dBA Leq 48 50 R2 46 50 R3 47 50 R4 36 50 R5 39 50 Nearest Residential Property Line 49 50 Nearest Agricultural Property Line 58 75 Notes: dBA = A -weighted decibel; L. q lhr= average noise level equivalent over a 1-hour period. Based on sound propagation modeling, as described in this document, sound generated by Project operations would be in compliance with the Weld County Development Standards. 4 SOURCE: MWR 2022; candaA FIGURE 1 V E �� © Modeled Operational Sound Levels o tss 33 Feet Windy Bluff BESS Project TRANSPORTATION CONSULTANTS, INC. September 23, 2025 Windy Bluff Resiliency LLC 1108 Lavaca Street, Suite 110-349 Austin TX 78701 LSC TRANSPORTATION CONSULTANTS, INC. 1889 York Street Denver, CO 80206 (303) 333-1105 FAX (303) 333-1107 E-mail: lsc@lscdenver.com Re: Windy Bluff Energy Storage System Weld County, CO LSC #250210 Dear Windy Bluff LLC: In response to your request, LSC Transportation Consultants, Inc. has prepared this traffic narrative for the proposed Windy Bluff Energy Storage System. As shown on Figure 1, the site is location south of County Road 36 and west of County Road 31 in Weld County, Colorado. uazeTZ4 Keel-kyo Il 4 &? The report contains the following: the estimated site traffic for various phases of the project; the proposed access route to/from the site; the distribution of the expected traffic along the access route; and the time of day when the highest traffic from the site is expected. TRIP GENERATION Table 1 shows the estimated average weekday daily trip generation by vehicle type based on in- formation provided by the applicant. Estimates are given for ten different phases of the project including: 1. Construction Phase (Bess Yard Preparation) 30 days 2. Construction Phase (Substation Preparation) 20 days 3. Construction Phase (Bess Yard Grading Ss Foundation) 40 days 4. Construction Phase (Substation Site Grading & Foundation) 40 days 5. Installation Phase (Substation Installation) 110 days 6. Installation Phase (Battery/Container Installation) 200 days 7. Installation Phase (Gen -tie Foundation 8v Tower Erection) 10 days 8. Installation Phase (Gen -tie Stringing 8s Pulling) 14 days 9. Installation Phase (Gen -tie Undergrounding) 14 days 10. Commissioning Phase (Commissioning) 70 days Construction is expected to begin in the second quarter of 2027 and end in the fourth quarter of 2028. Windy Bluff Resiliency LLC Page 2 September 23, 2025 Windy Bluff Energy Storage System LAND USE AND ACCESS Figure 2 shows the proposed site detail. It also shows the proposed plan to connect into the existing road system. Access is proposed from County Road 31. DIRECTIONAL DISTRIBUTION Figure 3 shows the directional distribution of traffic. 100 percent of the traffic is expected to travel to/from the west on WCR 36 and north/south of WCR 36 on US Highway 85. TIME AND DAY OF HIGHEST TRAFFIC VOLUMES The trip generation information in Table 1 shows the Battery/ Container Installation phase is expected to have the highest daily trip generation at 54 vpd. We trust this traffic impact analysis will assist you in gaining approval of the proposed Windy Bluff Energy Storage System. Please contact me if you have any questions or need further assistance. Sincerely, f1I.Y�li:: ►l CSM/wc 9-23-Zs- Enclosures: Table 1 Figures 1 - 3 SULTANTS, INC. G:\Shared drives\Denver Projects 2021-2030\2025\250210-VasquezEnergyStorageSystem\Report\Sept-2025\WindyBluff-Narrative-092325.wpd Table 1 Windy Bluff Energy Storage System Trip Generation Estimate (1) LSC #250210; September, 2025 Phase of Development Estimated Construction Start Date = Q2 2027 Number of Vehicles Average Estimated Construction End Date = Q4 2028 Estimated per Day (') Daily Trips Construction Phase (130 days +/-) - Earthwork of site and access road 1.) BESS Yard Preparation (30 days) Passenger Vehicle 10 Vehicles 20 Vendor Vehicle 4 Vehicles 8 Multiple Unit Trucks 6 Vehicles 12 Typical Vehicle Trips per Day = 40 2.) Substation Preparation (20 days) Passenger Vehicle 8 Vehicles 16 Vendor Vehicle 4 Vehicles 8 Multiple Unit Trucks 4 Vehicles 8 Typical Vehicle Trips per Day = 32 3.) BESS Yard Grading & Foundations (40 days) Passenger Vehicle 12 Vehicles 24 Vendor Vehicle 4 Vehicles 8 Multiple Unit Trucks 4 Vehicles 8 Typical Vehicle Trips per Day = 40 4.) Substation Site Grading & Foundations (40 days) Passenger Vehicle 12 Vehicles 24 Vendor Vehicle 4 Vehicles 8 Multiple Unit Trucks 8 Vehicles 16 Typical Vehicle Trips per Day = 48 Installation Phase (348 days +/-) 5.) Substation Installation (I 10 days) Passenger Vehicle 10 Vehicles 20 Vendor Vehicle 3 Vehicles 6 Multiple Unit Trucks 2 Vehicles 4 Typical Vehicle Trips per Day = 30 6.) Battery/Container Installation (200 days) Passenger Vehicle 15 Vehicles 30 Vendor Vehicle 4 Vehicles 8 Multiple Unit Trucks 8 Vehicles 16 Typical Vehicle Trips per Day = 54 7.) Gen -tie Foundation and Tower Erection (10 days) Passenger Vehicle 4 Vehicles 8 Vendor Vehicle 1 Vehicles 2 Multiple Unit Trucks 2 Vehicles 4 Typical Vehicle Trips per Day = 14 8.) Gen -tie Stringing and Pulling (14 Days) Passenger Vehicle 6 Vehicles 12 Vendor Vehicle 1 Vehicles 2 Multiple Unit Trucks 2 Vehicles 4 Typical Vehicle Trips per Day = 18 9.) Gen -tie Undergrounding (14 Days) Passenger Vehicle 8 Vehicles 16 Vendor Vehicle 1 Vehicles 2 Multiple Unit Trucks 2 Vehicles 4 Typical Vehicle Trips per Day = 22 Commissioning Phase (70 days +/-) 10.) Commissioning (70 days) Passenger Vehicle 20 Vehicles 40 Vendor Vehicle 1 Vehicles 2 Multiple Unit Trucks 2 Vehicles 4 Typical Vehicle Trips per Day = 46 Notes: (1) Source: Based on scheduling information provided by the Applicant - subject to change n Approximate Scale Scale: 1'=200' F �FRRa 0� PFR o -0 m ❑ E 0 0F4ZME0 0F;F�0 0F+R0 0E�Ec0 EEB 5--R EH 0RR 05--R0 0F;qR0 F;iIH HF3 0F:qR0 0F:R0 0E-R0 0EEB0 0FiE0 0F;IR0 F-Z� 0�0 0$ZIR0 0FIR0 0�0 HE 0�0 Note: Access Points are conceptual. Figure 2 Site Plan LIIIA11.1 Windy Bluff Resiliency LLC (LSC #250210) k , LEGEND: Percent Directional 65% Distribution Approximate Scale Sea le: l "=3, 000' m 1 14 Figure 3 Directional Distribution of Site -Generated Traffic Windy Bluff Resiliency LLC (LSC #250210) Statement of Transportation Construction Impacts The statement shall be based on impacts to transportation during construction phase and include the following: 1. Haul route map showing a minimum of one (1) mile traveled road and must include a connection to a paved, publicly -maintained road. • The Applicant's suggested route would be to go north on US Highway 85 and turn east on County Road 36 in accordance with our traffic research. The US Highway 85/County Road 36 intersection is approximately 2.6 miles away from the project site. The Applicant anticipates coordinating closely with the county on the precise schedules and routes once final equipment suppliers have been selected and final design completed. 2. Agreement to mitigate construction traffic impacts to the area surrounding the proposed SEE • The Applicant plans to engage with the Department of Planning once final equipment suppliers have been selected and final design has been completed and agrees to mitigate construction traffic impacts to the surrounding area as needed. The assumptions made for the submitted traffic study were deliberately conservative to ensure that maximum potential impacts were understood at this stage of project permitting. The Applicant will share more precise, in-depth details like vehicle traffic and schedule once final project engineering is complete. 3. Describe what impacts construction of the project will have upon transportation patterns in the area intended to be served or affected by the proposal. • The Project's traffic study indicates that anticipated effects on transportation patterns in the area will be negligible. The current roads appear to be sufficient to manage the project's expected loads and expected traffic. Additionally, The Applicant does not anticipate needing any additional resources from the County as it relates to project traffic and transportation. Before beginning construction, the Applicant will work closely with the county to mitigate any anticipated impacts. Furthermore, if any damage is caused to the roadways as a result of project transportation, the Applicant is happy to commit to restoring them to their pre - construction condition. 4. Describe the potential construction impact on roads within the County. • According to the Project's traffic study, which was based on conservative assumptions, the existing state of the roads is sufficient to sustain the project's traffic and load requirements. Prior to beginning construction, the Applicant will refresh the traffic study based on final design and equipment and will collaborate with the county to arrange the specific impacts. Furthermore, if any damage is caused to the roadways during construction, the Applicant is happy to commit to restore the affected roads to their pre -construction condition. 5. Identify improvements required to any roads within the County in order to serve the project adequately • According to the Project's traffic study, no improvements are required based on the conservative assumptions that guided the traffic impact investigation. Prior to commencing construction, the Applicant will coordinate with the county on any potential improvements that may be needed based on final project design. The Applicant is open to collaboration with the county on any improvements or temporary measures that may be needed during construction as a result of the Project's traffic impacts. WINDY BLUFF WASTE HANDLING PLAN To: Weld County Department of Planning Services From: Windy Bluff Resiliency LLC Subject: Windy Bluff Energy Storage System Waste Handling Plan Date: October 6th, 2025 The Windy Bluff Energy Storage System project site will produce a small amount of solid waste from construction activities. This may include paper, wood, glass, plastics from packing material, waste lumber, insulation, scrap metal and concrete, empty nonhazardous containers, and vegetation waste. These wastes will be segregated, where practical, for recycling. Non -recyclable waste will be placed in dumpsters and removed on a regular basis by a certified waste -handling contractor for proper disposal at Class II (municipal solid waste) and Class III (construction materials and debris) landfills. During normal operations, the facility will not produce waste or debris. Any waste or debris produced by personnel will be disposed of appropriately. Additionally, during normal operations, no batteries will be disposed of as waste. As necessary, batteries will be handled and transported off site for disposal in accordance to relevant codes and standards. Windy Bluff Resiliency LLC will handle, store, and dispose of waste in a manner that controls blowing debris and other potential nuisance conditions in accordance with Chapter 14, Article 1 of the Weld County Code. Prepared by and after Recording, Return To: Occasio Power Management LLC Attn: Land Management 1108 Lavaca St, Suite 110-349 Austin, TX 78701 MEMORANDUM OF ENERGY STORAGE LEASE AND EASEMENT AGREEMENT THE STATE OF COLORADO KNOW ALL PERSONS BY THESE PRESENTS: COUNTY OF WELD THIS MEMORANDUM OF ENERGY STORAGE LEASE AND EASEMENT AGREEMENT (this "Memorandum"), is made, dated and effective as of October 31, 2024 (the "Effective Date"), between Robert Anderson, ("Owner") an individual, and Occasio Power Management LLC, a Texas limited liability company ("Grantee"), with regards to the following: 1. Energy Storage Agreement. Owner and Grantee did enter into that certain Energy Storage Lease and Easement Agreement of even date herewith (the "Agreemenfl, which affects the real property located in Weld County, State of Colorado, as more particularly described in Exhibit A attached hereto and made a part of this Memorandum (the "Property"). Capitalized terms used and not defined herein have the meaning given the same in the Agreement. 2. Project Activities. The Agreement grants Grantee an exclusive right to use the Property for Project Activities. "Project Activities" means: (i) determining the feasibility of energy storage, and other related activities on the Property, including studies of energy storage and transmission data, conducting environmental studies (which may require the extraction of soil samples and geophysical tests), cultural resource studies, habitat and species studies, interconnection studies, conducting title examinations and surveys, and all other testing, studies or sampling required for developing maintaining and operating the Project (collectively, "Feasibility Studies") (ii) clearing and removing existing improvements, trees and plants from the Property, (iii) receiving, storing, collecting, transmitting and converting electrical energy, (iv) constructing, replacing, relocating, removing, operating, maintaining, and repairing the following (collectively the "Project Facilities"): (1) utility scale energy storage facilities including storage facilities utilizing battery technology (the `Battery Facilities"); (2) other electric facilities for the operation of the Battery Facilities, including but not limited to inverters, electric transformers, telecommunications equipment, concrete batch plants, roads, control buildings, foundations, mounting units, construction laydown and staging areas and all necessary ancillary improvements and equipment providing support or otherwise associated therewith; (3) overhead and underground electrical transmission, collection and communications lines, wires and cables, and all necessary and proper foundations, footings, crossarms and other appliances and fixtures for use in connection with the same (collectively "Transmission Facilities"); (4) switching stations, substations, operation and maintenance buildings and storage yards ("Operational Facilities"), and (5) related facilities and equipment necessary and/or convenient for activities described in this Section 2; and (v) undertaking any other activities on the Property whether accomplished by Grantee or a third party authorized by Grantee, that Grantee reasonably determines are necessary, useful or appropriate to accomplish any of the foregoing. 3. Grant of Easements. In addition, the Agreement grants Grantee the following easements in gross for the Term of the Agreement: (i) an exclusive easement to construct, replace, relocate, remove, operate, and maintain the following from time to time, on, under, over and across the Property, in connection with Project Facilities, whether such Project Facilities are located on the Property or elsewhere on one or more Projects (in such locations as Grantee shall determine from time to time in the exercise of its sole discretion after notice to Owner): (a) Transmission Facilities; and (b) Operational Facilities; (ii) an exclusive easement and right over and across the Property and any adjacent property owned by Owner but not subject to this Agreement for any audio, view, glaze, noise, vibration, electromagnetic effects resulting from the Project Facilities; (iii) an easement and right of subjacent and lateral support on the Property to whatever is necessary for the Project Activities and the Project Facilities, and (iv) an easement and right to undertake any such purposes or other activities, whether accomplished by Grantee or a third party authorized by Grantee, that Grantee determines are necessary, useful or appropriate to accomplish the Project Activities. 4. Term. The Agreement shall be for an initial Development Term of up to Five (5) years, a subsequent Construction Term of up to twelve (12) months, a subsequent Operations Term of up to twenty (20) years, and up to two subsequent Extended Operations Terms of up to ten (10) years each. The leasehold and easement estates granted pursuant to the Agreement are for a tern coterminous with the Agreement. 5. Rights of Mortgagees. Pursuant to the Agreement, any Mortgagee of Grantee or Grantee's assignees has certain rights regarding notice and right to cure any default of Grantee under the Agreement, and the right to take possession of the Property, and to acquire the leasehold and easement estates by foreclosure, as well as other rights as set forth in the Agreement. 6. Waiver of Setback and Non -Interference. To the extent permitted by applicable law, Owner hereby waives any and all rights to seek enforcement of any setbacks and setback requirements, whether imposed by law or by any person or entity with respect to Project Facilities located on the Property or on adjacent property ("Setback Requirements"). 7. No -Interference and Third Party Agreements. Owner's activities and any grant of rights Owner makes to any person or entity, whether located on the Property or elsewhere, shall not, currently or prospectively, interfere with: the Projects, Project Facilities or the Project Activities, whether located on the Property or elsewhere; or the undertaking of any other activities permitted under this Agreement. Owner shall not create or permit to be created or to remain, any Third Party Right or Lien with respect to the Property except as specifically permitted in the Agreement. Owner shall not utilize the surface of the Property to explore for, develop, or produce oil, gas, or other minerals from the Mineral Estate underlying the Property nor enter into any agreement permitting a third party to utilize the surface of the Property to explore for, develop, or produce, oil, gas or other minerals from the Mineral Estate underlying the Property. 8. Agreement Controls. This Memorandum does not supersede, modify, amend or otherwise change the terms, conditions or covenants of the Agreement, and Owner and Grantee executed and are recording this Memorandum solely for the purpose of providing constructive notice of the Agreement and Grantee's rights thereunder. The terms, conditions and covenants of the Agreement are incorporated in this Memorandum by reference as though fully set forth herein. 9. No Ownership. Owner shall have no ownership, lien, security or other interest in any Project Facilities installed on the Property, or any profits derived therefrom, and Grantee may remove any or all Project Facilities at any time. 10. Counterparts. This Memorandum may be executed in several counterparts, by separate signature pages, and/or by either entailed or facsimile/electronic signatures, each of which may be deemed an original, and all such counterparts, separate signature pages, and facsimile/electronic signatures together shall constitute one and the same Agreement. [signatures appear on following pages] IN 'WITNESS WHEREOF; the parties have executed this Memorandum to be effective as of the date first written above. OWNER: Robert Anderson Print Name:_ Print Title: ACKNOWLEDGMENT THE STATE OF COLORADO § COUNTY OF WELD. § This instrument was acknowledged before me on L tPbio9Jr 2024 by�rst,� MEL DA,i ECKHARDT r TARYPUBLIC S OFCOLORADO NOTARY ID 20204035144 a�_a"4 My ('O M1a91On area: October 09,2028 JQ n MT =e• GRANTEE: Occnsio POWER MANAGEMENT LLC a Texas limited liability company By: 1 r Name: Andrew bmOraan Title: President STATE OF TEXAS COUNTY OF TRAVIS The foregoing instrument was acknowledged before me this � day of 'DP-U4M f 'I , 2024, by Andrew Bowman, the President of Occasio Power Management LLC, a Texas limited liability company, on behalf of Occasio Power Management LLC. Notary Public in and for th tate of Texas My commission jxpires: f i l 1 y� ERIKA G BROWN Notary Public, State of Texas "Z- Comm. Expires 01-14-2025 4gjf °nr°;po` Notary lD13287181-9 Exhibit A to MEMORANDUM OF ENERGY STORAGE LEASE AND EASEMENT AGREEMENT Depiction of Property The following described land located in Weld County, Colorado, containing 35 acres, more or less with 15 acres of leased premises being shaded. The Land referred to herein below is situated in the County of Weld, State of Colorado, and is described as follows: Lots A and B of the Recorded Exemption No, 1211-9-1-4639, recorded June 20, 2008 at Reception No. 3562119, being a part of the Northeast Quarter of Section 9, Township 3 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado. Less and except that portion conveyed in Warranty Deed recorded February 13, 1912 in Book 359 at Page 100. For informational purposes only: APN(s): 121109100022 and 121109100023 Utility Company Interconnection Memo Letter of Intent to Interconnect The Windy Bluff Energy Storage Project will interconnect to the 115kV Vasquez substation to the north of the site, across County Road 36. If selected to be a grid resource by Xcel, Windy Bluff will be invited to enter Xcel's Resource Solicitation Cluster. The Applicant will then submit an application to that interconnection queue and follow all necessary rules and procedures to secure a Generator Interconnection Agreement ("GIN'). A GIA is anticipated to be signed by Q4 2026 under the Resource Solicitation Cluster. COUNTY, CO Notice of Inquiry Weld County Department of Planning Services Pre -application Case # PRE25-0098 Date of Inquiry r JaLjf Municipality Gilcrest IGA Name of Person Inquiring Kurt Nelson Property Owner Robert Anderson Planner Diana Aungst Planner Phone Number 970-400-3524 Planner Email Address dauncis!@weld.gov Legal Description Lots A & B RE4639 Parcel Number 121109100023 and 022 Nearest Intersection CR 36 and CR 31 Type of Inquiry Battery Energy Storage System The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental Agreement/Coordinated Planning Agreement Boundary. County Planner's signature Would you like to pursue annexation of this property? NO Date of Contact Z a's Comments: Ve 0\(Z> of Municipality Representative YES �� �(jN Title Date Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services_ Department of Planning Services 14o2 N 17th Ave, PO Box 758, Greeley, CO 80632 970-400-6100 1, www.weld.gov 20230310 Attn: Diana Aungst Weld County Planning Department 1402 N 171" Ave Greeley, CO 80631 RE: Gilcrest Notice of Inquiry Dear Weld County Planning: On June 3, 2025, 1 met with Gilcrest's Interim Town Administrator, Lori Saine, at Town Hall from 11-12pm. I gave a short presentation on the proposed project, but Ms. Saine was already well informed on energy storage. After the presentation, Ms. Saine notified me that Gilcrest would be interested in drafting a battery energy storage ordinance amendment and annexing the Windy Bluff project into the Town. On June 10, 2025, 1 responded to Ms. Saine's annexation interest via email. The substantive contents of that email are below: "I wanted to follow up on our conversation about annexation. Aftergiving your offer some thought, I think it makes the most sense for the project to continue permitting through Weld County. I don't think 1 mentioned this during our meeting, but we don't currently own or have an option to purchase the project property. We're in a "development term" with a local landowner and have the option for a long-term lease. As such, the landowner would ultimately have the final say on annexation and he's previously indicated that he would not be interested in annexation. His residence will continue to be on the property if/when we begin operations. Jupiter Power LLC 11108 Lavaca St. Ste. 110-349 Austin, TX 78701 11.512.375.40521 info@jupiterpower.io While that position could change, we're on a somewhat tight timeline with the upcoming Xce/ RFP and our team & consultants have been working toward building out a USR permit app under Weld's code. All that said, Jupiter has a long-standing interest in working in Weld County and its local towns/cities. We would love to stay in touch as there will likely be other ways for us to partner with Gilcrest whether that be through future projects or other community benefits. In the meantime, if you have any questions aboutJupiter or energystorage, please don't hesitate to reach out. I'll give you a call after I send this to touch base as well." After sending the email, I spoke with Ms. Saine over the phone. She understood that our landowner was not interested in annexation and that we had already begun permitting the project under Weld's code. She wished Jupiter good luck and requested we keep in touch. Jupiter continues to hold a commitment to being a beneficial & respectful member of the community in Weld County and its local towns/cities. Consistent with this commitment, Jupiter invited Ms. Saine/Town of Gilcrest to its open house at Valley High School on September 18 and expressed interest in sponsoring Gilcrest DAZE in 2026. We will continue to engage with the Town of Gilcrest during development of the Windy Bluff project to see how we can make a positive impact on the community. Sincerely, Kurt Nelson Director of Development kurt.nelson@jupiterpower.io Jupiter Power LLC 11108 Lavaca St. Ste. 110-349 Austin, TX 78701 11.512.375.40521 info@jupiterpower.io 1861 Notice of Inquiry COUNTY, COWeld County Department of Planning Services Pre -application Case # PRE25-0098 Date of Inquiry 5/15/2025 Municipality Platteville CPA Name of Person Inquiring Kurt Nelson Property Owner Robert Anderson Planner Diana Aungst Planner Phone Number 970-400-3524 Planner Email Address daunag@_weld.gov Legal Description Lots A & B RE-4639 Parcel Number 121109100023 and 022 Nearest Intersection CR 36 and CR 31 Type of Inquiry Battery Energy Storage System The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental Agreement/Coordinated Planning Agreement Boundary. County Planner's signature Would you like to pursue annexation of this property? NO YES Date of Contact 3 - ---,>o2 Z— Comments: Signature of Municipality Representative Title Date Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services. Department of Planning Services 1402 N 17th Ave, PO Box 758, Greeley, CO 80632 970-400-6100 1 www.weld.gov 20230310 Hello