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HomeMy WebLinkAbout1.00 General Appliation Materials 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM December 19, 2025 Philip Berry Principal Planner Garfield County 108 8th Street #401 Glenwood Spring, CO 81601 RE: Sweetwater Ranch Small Solar Energy System #tbd [234] Beaver Pond Road Parcel ID: 1863-353-00-129 Mr. Berry, Please accept this application for a Small Solar Energy System to be installed on Tract G-5 of the Heathcote West Tracts Subdivision Exemption. This 165 acre tract is one of twelve tracts lying along the eastern boundary of Garfield County and known as Sweetwater Ranch. Tract G-5 lies entirely within Garfield County and is in the Rural Zone District. The solar array system has been designed as a 500kW facility and qualifies for an Administrative Review, pursuant to the allowances and limitations of the Rural Zone District. The system has a battery storage component, a transformer, and distribution gear. The “OmniTrack” system designed by Array Technologies enables installation over undulating terrain with minimal grading required. More information on the system can be found here: https://arraytechinc.com/products/omnitrack/ Other tracts within Sweetwater Ranch are currently under construction with roads, infrastructure, and the development of six new homes within Garfield County. Four of these homes are permitted and under construction. Two additional homes will be submitted for permit in Q1 of 2026. The Sweetwater Tracts will also be developed with various ancillary and agricultural structures. Additional residences and agricultural facilities are planned for the Eagle County Tracts. 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM Parcel ID 2643-164-00-047 Aspen Motorsports Park Page 2 Tract G-5 is centrally located within the Sweetwater Tracts and ideal for the development of this energy system. The residences are all proximate to this facility and the location is shielded from view. The site is gently sloping, not impacted by natural hazards, and minimal tree removals and grading are required. The site is approximately 250 feet from the closest property line and approximately ¼ mile from the closest non-Sweetwater Ranch property. Attached to this application are responses to the Impact Analysis standards and responses to the Chapter 7 review standards. We have requested waiver of certain submittal requirements and review standards that are unrelated to the solar array. We believe this application provides the necessary documents, responds appropriately to the criteria for approval, and represents compliance with all applicable requirements. The plans associated with this application should be considered preliminary as design details and material specifications will be finalized for building permit. Please let us know if we can answer questions, provide additional clarity, or address any other item that comes up. We will also happily organize a site visit at your request. Sincerely, Chris Bendon, AICP BendonAdams LLC Attachments – A 1. Response to Review Criteria 2. Site Plan and Conduit Routing Plan 3. Array Specifications 4. Decommissioning Plan 5. Landscape & Screening Plan 6. Grading and Drainage Plan 7. Glare Analysis 8. Ecological Report B 1. Land Use Change Form 2. Pre-application Conference Summary 3. Authorization Letter 4. Proof of Ownership 5. Agreement to Pay 6. Vicinity Map 7. 200-foot radius & mineral owners C 1. SoA – 1006125 2. Heathcote West Tracts Plat – 1006809 3. Road Easement – 1006808 Exhibit A1; page 1 Exhibit A1 Response to Criteria Impact Analysis Impact Analysis. Where the proposed development will impact specific features of the site, the Applicant shall describe both the existing conditions and the potential changes created by the project. The Impact Analysis shall include a complete description of how the Applicant will ensure that impacts will be mitigated and standards will be satisfied. The following information shall be included in the Impact Analysis: 1. Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1,500-foot radius. Response – Uses within a 1,500 ft radius of the proposed facility consist of residential development being developed by Heathcote West, the applicant. Tracts G-4, G-7, and G-8 are single-family homes under construction with valid building permits Homes on Tracts G-3 and G-6 will be submitted for permit in early 2026. Morris Creek is within the 1,500-foot zone. This year-round flow feeds a small reservoir, Beaver Pond. The waterways and associated wetlands are not impacted by this proposed facility. 2. Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. Response – The solar array site was selected based on its abundant solar exposure, gentle slopes, minimal viewlines to surrounding uses, generally open shrub and grassland, and absence of adjacent waterways, wetlands, and natural hazards. The array is in close proximity to adjacent structures that will be served by the power generated and existing roads. 3. Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of the land. Response – The soil conditions will have minimal effect on the proposed solar energy system. Structural capacity of the soils may affect caisson sizing for adequate support. The small energy system itself is not affected by soil types. 4. Geology and Hazard. A description of the geologic characteristics of the area including any potential natural or manmade hazards, and a determination of what effect such factors would have on the proposed use of the land. Response – No known geologic hazards exist that would affect the viability of the solar energy system. The site is not affected by rockfall, mudslide, floodplain or other similar natural hazards. 5. Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject parcel to Floodplains, the nature of soils and subsoils and their ability to adequately support waste Exhibit A1; page 2 disposal, the Slope of the land, the effect of sewage effluents, and the pollution of surface Runoff, stream flow, and groundwater. 6. Environmental Impacts. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions, including: a. Determination of the long-term and short-term effect on flora and fauna; Response – An ecological report is attached to this application demonstrating minimal effects on the flora and fauna. The installation requires minimal grading activities for the solar array itself. Grading for the battery pad and transformer is required. The entire area will be revegetated with native species to match existing conditions. Once installed, the system requires very minimal maintenance that would damage vegetation. b. Determination of the effect on designated environmental resources, including critical wildlife habitat. Response – A wildlife report is attached to this application. The small energy system does not create any negative wildlife effects. All reasonable precautions will be taken during construction to minimize negative effects on habitat c. Impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions. Response – A wildlife report is attached to this application. The small energy system does not create any negative wildlife effects. All reasonable precautions will be taken during construction to minimize negative effects on habitat. The perimeter will likely be fenced with barbed wire to prevent cattle from entering the solar array area and potentially rubbing on the array stanchions. A barbless three-strand top wire can be used to minimize hazard to wildlife, if requested by the County. d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. Response – Radon and natural radiation hazards are not expected to affect the solar array system. 7. Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. Response – A glare analysis is provided and demonstrates no negative effect on surrounding parcels. Other impacts regarding vapor, dust, etc. are not anticipated 8. Hours of Operation. The Applicant shall submit information on the hours operation of the proposed use. Response – The operation is a passive use with little maintenance demands. Maintenance will be handled during normal working hours, 7 am to 7pm, unless otherwise needed to address a threat to life or property. Exhibit A1; page 3 Section 4-118 Waiver of Standards Response – The applicant is requesting waiver of the following review standards of Chapter 7: Section 7-104. Water Source Section 7-105. Water Distribution and Wastewater Systems Section 7-106. Public Utilities (Partial) Section 7-204. Drainage and Erosion (Partial) Section 7-302. Off-Street Parking and Loading Standards Section 7-305. Snow Storage Standards Section 7-306. Trail and Walkway Standards Sections 7-401 through 7-404. Subdivision Standards Section 7-501. Conservation Subdivision Standards Sections 7-601 through 7-604. Additional Standards for Agricultural and Animal Related Uses Sections 7-701 through 7-707. Additional Standards for Residential Uses Sections 7-801 through 7-804. Additional Standards for Public/Institutional Uses Sections 7-901 through 7-906. Additional Standards for Commercial Uses Sections 7-1002 through 7-1007. Additional Standards for Industrial Uses Section 7-1102. Telecommunications Facilities Section 7-1103. Water Reservoir Section 7-1201. Additional Standards for Accessory Uses Section 7-1301. Additional Standards for Temporary Uses The rationale for each waiver is provided under the applicant’s responses to the particular standard, outlined later in this document. The applicant understands the application and approval for waivers, if approved, are site-specific and not indicative of waivers for other projects or unrelated matters. Review Criteria. A waiver may be approved if the Applicant demonstrates that the following criteria have been met by the proposed alternative: 1. It achieves the intent of the subject standard to the same or better degree than the subject standard; and Response – The applicant’s waiver requests are focused on standards that are either categorically irrelevant to the application, such as reservoir standards, or are not relevant to the scope and scale of the development, such as parking standards. The waived standards will not assist or enhance the review and waiving the standards will not place the County or the public in a lessor position when performing a review of the application. 2. It imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Code. Response – The standards requested for waiver address topics outside the scope of the project. The applicant is also willing to accept mitigation requirements or conditions of approval that are reasonably related to bona fide impacts upon the community Exhibit A1; page 4 Section 4-202 Waiver of Submission Requirements Response – The applicant is requesting waiver of the following submission requirements: Development Agreement. The project does not include any public facilities to assure through the adoption of a development agreement with Garfield County. Improvement Agreement. The project does not include any public facilities to guarantee through the adoption of an improvement agreement with Garfield County. Traffic Study. The solar array is not expected to generate meaningful vehicle trips. Once constructed, the facility will require very minimal maintenance and an annual inspection. Water Supply/Distribution Plan. The solar array project does not involve a water supply or distribution plan. Wastewater Management/Treatment Plan. The solar array project does not involve sanitary effluent. Affordable Housing Plan. The solar array will not generate employee demands and the project does not involve the construction of affordable housing. Review Criteria. A waiver request shall be considered based on the following criteria: 1. The Applicant shows good cause for the requested waiver; Response – The submission requirements noted are for items that are not part of the scope of work for the solar array and/or would provide no meaningful information to assist a competent review of the application. 2. The project size, complexity, anticipated impacts, or other factors support a waiver; Response – The solar array is in the center of a 2,800+ acre ranch and will have negligible to no impacts on surrounding properties. Absence of the noted submission requirements will not hamper the County’s review or obstruct a neighbor’s consideration. 3. The waiver does not compromise a proper and complete review; and Response – The applicant understands the waiver of submission requirements does not waive applicability of relevant standards. 4. The information is not material to describing the proposal or demonstrating compliance with approval criteria. Response – The information in the noted submission requirements is immaterial to the proposal and unnecessary for a complete and competent review against the review criteria. Exhibit A1; page 5 Section 7-101. Zone District Use Regulations. The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use restrictions and regulations. Response – The development of a Small Solar Energy System within the Rural Zone Districts is a use subject to Administrative Review. The chart to the right is taken from the Garfield County Land Use Code and show the us classification. The applicant is proposing a 500kW system, which falls within the Garfield County definition of a Small Solar Energy System. The County definition is shown below. Section 7-102. Comprehensive Plan and Intergovernmental Agreements Response – The County’s 2030 Comprehensive Plan includes a dedicated “Renewable Energy” section. It states a clear vision to “encourage the development of renewable energy sources throughout the county” and to ensure that new renewable-energy generating facilities are sited in “appropriate locations.” The 2030 Plan recognizes that solar (and other alternative energy) can help diversify Garfield County’s economy, reduce dependence on conventional energy, and provide benefits to individuals, communities, and the county as a whole. The Plan highlights the county’s past and existing renewable- energy efforts: for example, it notes that county institutions, schools, and public facilities already include solar installations, and that “community solar gardens” exist in the county. The 2030 Plan includes explicit policies and strategies to support renewable energy, including solar. Corresponding strategies include revising the county’s Land Use and Development Code so that it “reflect[s] up-to-date requirements and standards for renewable energy technology.” This suggests the county is committed to making zoning, permitting, and land-use regulation more solar-friendly. In the Plan’s appendices (drawing on a 2014 “Energy Resource Inventory”), there is a land-suitability analysis which shows that many areas in Garfield County have at least “moderate” suitability for solar power development (for rooftop, small-scale, or utility-scale photovoltaic (PV) arrays). The Plan notes that small-scale PV (e.g. rooftop or small arrays) is particularly common, because these installations require less land and have smaller footprint than large utility-scale solar farms. Exhibit A1; page 6 Overall, the 2030 Plan identifies solar and renewable energy as a strategic priority for economic diversification, sustainability, and community benefit. The Plan explicitly encourages and supports solar — both through policy (encouraging development, updating codes) and through identification of suitable zones/lands. The Plan recognizes solar energy as playing an important role in the county’s energy mix (public buildings, community solar gardens), both currently and into the future. The proposed solar energy system is consistent with the vision expressed in Garfield County’s Comprehensive Plan. The proposal is also in-line with the County’s future Land Use Map. Residential and solar energy production are compatible uses (see section below). The map to the right shows the site (highlighted with star). The site is in and surrounded by lands designated for low-density residential development. Section 7-103. Compatibility Response – The small Solar Energy System is being proposed by the applicant as a means of supply a significant portion of the multi-parcel development’s energy needs, to provide a “back-up” in case of utility service interruptions, and to optimize available resources. This portion of the Sweetwater Ranch development has been an integral portion of the overall development program since day one. Together with roof amount systems, the solar array will be able to offset a significant portion of the project’s energy needs. Many residential projects in Garfield County, and throughout Colorado, include some aspect of solar energy production. This is driven by various energy codes, economic benefits including incentives/rebates, and by homeowner principals. Residential systems range from just a few panels to large, multi-panels systems. Solar energy collection and residential development do coexist, are compatible uses, and are complimentary uses. The solar array system proposed in this application has been sited and designed for compatibility and to complement the overall Sweetwater Ranch residential and agricultural development. Visual access to the array from various points on and off the property have been considered as well as the impacts on water resources, wildlife patterns, existing vegetation, haying and cattle operations, and utility efficiency. The facility is centered within an approximate 165-acre parcel, which is centered within an approximate 2,800- acre development. Distances to adjacent properties (properties outside of the Heathcote West holdings) could not be greater. Impacts from the system are anticipated to be negligible. Solar systems do not generate Exhibit A1; page 7 fumes, noises, traffic, septic flows, etc. A glare analysis has been performed considering important on and off property locations and glare is not anticipated be a factor for any neighboring property owner or driver on Sweetwater Road. Overall, solar energy production systems are compatible with residential and agricultural uses. This proposed system is compatible with the residential and agricultural uses surrounding the facility. Section 7-104. Water Source Response – The applicant is requesting a waiver from this set of standards. The solar array does not require and does not incorporate domestic water. Standards related to the source of water are not applicable. Section 7-105. Water Distribution and Wastewater Systems Response – The applicant is requesting a waiver from this set of standards. The solar array does not require and does not incorporate a water distribution system or a wastewater system. The standards in this section are not applicable. Section 7-106. Public Utilities Response – The solar array site is physically and legally accessible through a road permitted and established through Grading Permit No. GRAD-05-25-9264 and a road easement agreement filed with the Garfield County Clerk and Recorder as Reception No. 1006808 (attached as an exhibit). All necessary easements with Holy Cross Energy will be provided. As the solar array is not a public facility and this application does not propose division of the land for further development, standards related to the installation and dedication of easements to the public are not applicable and the applicant requests a waiver of their applicability. Section 7-107. Access and Roadways Response – The solar array site is physically and legally accessible through a road permitted and established through Grading Permit No. GRAD-05-25-9264 and a road easement agreement filed with the Garfield County Clerk and Recorder as Reception No. 1006808 (attached as an exhibit). Traffic generation to and from the solar array is expected to be negligible and not initiate need for improvements to State or County roads. As the solar array will remain a private facility, the applicant is not dedicating roads to the public. The applicant will mitigate any quantified impact for which a impact fee has been duly established and will upgrade the access road as determined applicable and required by the County Engineer. Exhibit A1; page 8 Section 7-108. Use of Land Subject to Natural Hazards Response – The site is has gentle slopes of 5% or less and is not affected by a waterway. No known geologic hazards exist and the site is not subject to rockfall, mudflow, snowslides, or flooding. The site was chosen for these qualities and the improvements are not anticipated to be impacted by natural hazards. Section 7-109. Fire Protection Response – The applicant will adhere to and install fire protection and emergency access to the solar array site as required by the Gypsum Fire Protection District. Section 7-201. Agricultural Lands Response – The solar array field will not negatively affect ongoing agricultural operations. The solar array is not in a location used for haying or grazing. The solar array is unrelated to domestic animals. All fencing and gates are managed by the ranch manager consistent with the cattle operation. The access road is existing and is not located close to a property boundary or in a position to restrict agricultural operations. The solar array is not affecting existing ditches and the applicant requests a waiver of the various ditch standards in this section as they are not applicable. Section 7-202. Wildlife Habitat Areas Response – The applicant has consulted with a wildlife biologist, Eric Peterson of Red Mountain Environmental Services. Mr. Peterson’s report is attached. The solar array is “not expected to jeopardize” Grey Wolf, Monarch Butterfly, or Suckley’s Cuckoo Bumble Bee species. No significant impacts are anticipated on the four bat species habitat and a minor reduction in dry shrubland for foraging. No meaningful impact is anticipated on Bald Eagle habitat or scavenging. A Golden Eagle nest site is approximately 1 mile from the solar array site, well past the ½ mile buffer dimension. No meaningful impact is anticipated on prey species or their scavenging opportunities. The project site is in winter range, winter concentration, and severe winter range. An Elk production area is near. Mr. Peterson does not anticipate any meaningful, long-term impacts of the solar facility. The applicant will minimize impacts on Elk habitat as much as practical. No meaningful impact on Mule Deer or their habitats is anticipated. Black Bear are throughout this area and the solar array is expected to have “minor to insignificant” impacts on the bear population and habitat. Mr. Peterson recommends daily Exhibit A1; page 9 trash management during construction, which is an acceptable stipulation for the applicant. No lighting of the facility is proposed and fencing to restrict cattle access will be wildlife- friendly. Disturbed areas will be revegetated with native species along with a weed management regime (which is being implemented site-wide). Contractor dogs will not be allowed to run free and trash will be secured daily during the build process. No effects on migration corridors are expected with the solar array development and no offsetting habitat compensation is recommended. Section 7-203. Protection of Waterbodies Response – The solar array site does not have active water or wetland areas subject to State or Federal regulations or permitting. All setback requirements will easily be met for structures and disturbances. No State or Federal permitting is needed. Section 7-204. Drainage and Erosion Response – The application includes a grading and drainage plan. The site is generally flat with no conveyance or water coursing/incising. Once the solar array is installed, drainage will infiltrate as it does today – no collection, concentration, or discharge structures or systems are proposed. The solar array structures are not habitable and creating positive drainage away from buildings and foundation drains is not necessary. The solar array site is more than 100 feet from a Waterbody and standards for development within 100 feet of a Waterbody do not apply. The applicant requests waiver from these standards. Section 7-205. Environmental Response – The solar array will not create an air quality issues. Disposal of the solar panels, at the end of their useful life, along with disposal of batteries will be pursuant to Federal and State hazardous materials regulations. Section 7-206. Wildfire Hazards Response – The solar array site is relatively flat and is not located within a severe wildfire hazard area or fire chimney area. Revegetation efforts will mimic existing conditions and not increase site fuels. The solar panels and racking stanchions will be non-combustible. All requirements of Holy Cross Energy and Gypsum Fire Protection District for site access, transformer positioning, and site battery systems will be fully met. Exhibit A1; page 10 Section 7-207. Natural and Geologic Hazards Response – The solar array site is gently-sloping site with slopes in the 5% range. The site is not affected by slopes in excess of 20% and is not located in a mapped landslide, rockfall, or avalanche area. The site is not an alluvial fan, affected by unstable soils, or affected by a seismic fault. Section 7-208. Reclamation Response – The solar array site and all areas affected by grading activities will be revegetated with native species and subject to a weed management protocol (which is being deployed on adjacent development sites owned by this same applicant). This will occur immediately after installation of the solar array system. The site grading plan demonstrates compliance with the contouring standard and site topsoil will be stockpiled and re-used. The project does not require retaining walls and all slash and site grubbing spoils will be removed from the site. Section 7-301. Compatible Design Response – The solar array field will be compatible with surrounding uses and is being proposed by the owners of the surrounding properties. The site was selected for its proximity to the residential properties to be served by the electricity generated from the facility and for the natural buffering and minimal visual exposure from surrounding lands. Once operational, the system will not generate noise, fumes, vibrations, or dust. A glare analysis has been performed, attached, showing no negative effect on surrounding properties. Section 7-302. Off-Street Parking and Loading Standards Response – The applicant requests a waiver from this standard. Once operational, the solar array system will have very minimal access and parking needs consisting of a site inspection or maintenance visit by a single vehicle a few times per year. The facility does not require daily access or a loading area for merchandise or materials. The County’s code does not establish a parking requirement for solar facilities. Section 7-303. Landscape Standards Response – The site is currently a dry upland area dominated with sagebrush shrubs – sagebrush, bitterbush, various cacti, various dryland grasses, and dryland forbs – and mixed-mountain shrubs – serviceberry, snowberry, chokecherry, sagebrush, gambel oak, and various dryland grasses. The site will be revegetated with these same native species and allowed to return to a native condition. The applicant requests exemption from landscaping standards that are applicable to urban or sub-urban development expectations. Exhibit A1; page 11 Section 7-304. Lighting Standards Response – No lighting is proposed for the solar array or any of the accessory devices or structures. Section 7-305. Snow Storage Standards Response – The applicant requests a waiver from this set of standards. The site will not require snow management. The access road will be cleared after large snow events. The solar panels themselves will self-clear upon solar gain. Section 7-306. Trail and Walkway Standards Response – The applicant requests a waiver from this set of standards. The site will not have or need a recreational trail or community facility. Sections 7-401 through 7-404. Subdivision Standards Response – The applicant requests a waiver from this set of standards. No division of land is proposed in this application. Section 7-501. Conservation Subdivision Standards Response – The applicant requests a waiver from this set of standards. No division of land is proposed in this application. Sections 7-601 through 7-604. Additional Standards for Agricultural and Animal Related Uses Response – The applicant requests a waiver from this set of standards. The application is limited to a solar array and battery system with no animal or agricultural use implications. Sections 7-701 through 7-707. Additional Standards for Residential Uses Response – The applicant requests a waiver from this set of standards. The application is limited to a solar array and battery system with no residential or similar human habitation uses. Exhibit A1; page 12 Sections 7-801 through 7-804. Additional Standards for Public/Institutional Uses Response – The applicant requests a waiver from this set of standards. The application is limited to a solar array and battery system with no public facility or institutional uses. Sections 7-901 through 7-906. Additional Standards for Commercial Uses Response – The applicant requests a waiver from this set of standards. The application is limited to a solar array and battery system with no commercial uses. Section 7-1001 Additional Standards for Industrial Uses Response – The applicant is developing a solar array and battery system on an individual parcel. The parcel is not part of a “residential” subdivision but is a tract created through the State’s subdivision exemption (SB35) process. The track does have a residential development right although a residence is not being purued. The solar array is situated with setbacks from property boundaries ranging from 250 feet at the closest point to more than 1,000 feet - more than the 100-foot setback requirement. The solar array does not involve storage, fabrication, service, or repair operations that would engage screening requirements. All waste from the solar array, consisting of panels and batteries after they have reached their useful life, will be disposed according to Federal and State regulations applicable at the time of disposal. The solar array system will not generate noise, vibrations, odors, or other similar nuisance. A glare analysis, attached, demonstrates that no glare will detrimentally affect neighboring uses. The system will be operation during daylight hours or as otherwise required for maintenance or service requirements. Section 7-1002 through 7-1007. Additional Standards for Industrial Uses Response – The applicant requests a waiver from this set of standards applicable to gravel operations, mining operations, recycling operations, sewage treatment operations, solid waste sites and facilities, and vehicle safety areas. The application is limited to a solar array and battery system with none of these industrial uses. Exhibit A1; page 13 Section 7-1101. Solar Energy Systems Response – The applicant is developing a 500kW solar array system with a battery storage component on an individual parcel. The 500kW size is enabled as a permitted use, subject to Administrative Review. Signage will alert people to the risks of shock. Panel heights will be 12 feet or less height, consisting of a single-axis row mount approximately 54” above finished grade and panels measuring 45” by 90”. With the panels center-mounted and extended to their vertical maximum, the panels would extent to a height of approximately 100” . To account for various terrain anomalies and differing axis heights, a height of 12 feet or less should be expected. Section 7-1102. Telecommunications Facilities Response – The applicant requests a waiver from this set of standards. The application is limited to a solar array and battery system with no telecommunications uses. Section 7-1103. Water Reservoir Response – The applicant requests a waiver from this set of standards. The application is limited to a solar array and battery system with no water reservoir. Section 7-1201. Additional Standards for Accessory Uses Response – The applicant requests a waiver from this set of standards. The application is limited to a solar array and battery system with no accessory uses. Section 7-1301. Additional Standards for Temporary Uses Response – The applicant requests a waiver from this set of standards. The application is limited to a solar array and battery system with no temporary uses. ELECTRICAL ABBREVIATION KEY AFF ABOVE FINISHED FLOOR C CONDUIT (BRANCH CIRCUIT OR FEEDER CONTEXT) CO CONDUIT AND BOX ROUGH-IN ONLY (ROUGH-IN ONLY) EG EQUIPMENT GROUND ABBR:DESCRIPTION: EGC EQUIPMENT GROUNDING CONDUCTOR AFG ABOVE FINISHED GRADE EOL END OF LINE BC BELOW COUNTER ASR ARCHITECTURAL SURFACE RACEWAY ABV ABOVE AFC ABOVE FINISHED CEILING EPO EMERGENCY POWER OFF GFR GROUND FAULT REMOTE HOA HAND/OFF/AUTO ITR IT RACK MOUNTED RECEPTACLE NC NORMALLY CLOSED NEMA #NEMA RATING NIC NOT IN CONTRACTED SCOPE NO NORMALLY OPEN ROOF EQUIPMENT LOCATED ON ROOF ABOVE SM SURFACE MOUNTED TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME PLAN OR DETAIL SCALE DETAIL REFERRED TO BY SECTION CUT SHEET DETAIL IS LOCATED ON NAME 1 VIEW NAME 1/8" = 1'-0" 1 M101 1 4 3 2 SIMSIM INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS LEVEL NAME 10'-0"HEIGHT ABOVE PROJECT 0'-0" 1 KEYNOTE: INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL N O R HT INDICATES DIRECTION OF TRUE NORTH VIEW KEY T101 TEMPERATURE CONTROLS CONTRACTORT.C.C. SECURITY CONTRACTORS.C. AUDIO/VISUAL CONTRACTORA.V.C. NURSE CALL CONTRACTORN.C.C. CIVIL CONTRACTORC.C. ASBESTOS ABATEMENT CONTRACTOR FIRE PROTECTION CONTRACTORF.P.C. HEATING CONTRACTORH.C. PLUMBING CONTRACTORP.C. GENERAL CONTRACTORG.C. MECHANICAL CONTRACTORM.C. VENTILATION CONTRACTORV.C. ELECTRICAL CONTRACTORE.C. A.C. CONTRACTOR ABBREVIATION KEY ABBR:DESCRIPTION: TECHNOLOGY CONTRACTORT.C. CONSTRUCTION MANAGERC.M. FOOD SERVICE CONTRACTORF.S.C. HOLY CROSS ENERGYH.C.E. PROJECT ALTITUDE:8,000.00 FT. ABOVE SEA LEVEL FEEDERS: SWITCHBOARDS, DISTRIBUTION PANELS, PANELBOARDS, MOTOR CONTROL CENTERS, ETC. BRANCH CIRCUITS: LIGHTING, RECEPTACLES, CONTROLS, ETC. MECHANICAL EQUIPMENT FEEDERS: PUMPS, CHILLERS, AIR HANDLING UNITS, ETC. FLOOR MOUNTED EQUIPMENT FEEDERS: PUMPS, ETC. (INCLUDE NO MORE THAN 6 FEET OF LFMC TO PUMP) CONTROLS (LIGHTING, POWER, BUILDING AUTOMATION, ETC.) WET AND DAMP LOCATIONS: (CONDUIT, BOXES, FITTINGS, INSTALLED AND EQUIPPED TO PREVENT WATER ENTRY) CONDUIT INSTALLATION SCHEDULE THE FOLLOWING SCHEDULE SHALL BE ADHERED TO UNLESS THEY CONSTITUTE A VIOLATION OF APPLICABLE CODES OR ARE NOTED OTHERWISE ON THE DRAWINGS. THE INSTALLATION OF RMC CONDUIT WILL BE PERMITTED IN PLACE OF ALL CONDUIT SPECIFIED IN THIS SCHEDULE. REFER TO CONDUIT AND BOXES SPECIFICATION 26 05 33 FOR ADDITIONAL INFORMATION. INSTALLATION TYPE RMC IMC EMT PVC PVC CONCRETE ENCASED HDPE ASR X X X X X X X X X X X CORROSIVE LOCATIONS ELEVATED CONCRETE SLABS (ABOVE GRADE)XX INTERIOR LOCATIONS WITH FINISHED CEILING AND WALLS: CONCEALED IN WALLS AND ABOVE FINISHED CEILINGS INTERIOR LOCATIONS WITHOUT FINISHED CEILINGS: CONCEALED IN WALL, EXPOSED ABOVE CEILINGS WITHIN 5’FROM THE PERIMETER OF THE BUILDING WHEN PASSING THROUGH THE PERIMETER OF THE BUILDING FOUNDATION: UNDERGROUND SITE CONDUITS: WITHIN 5’FROM THE PERIMETER OF THE BUILDING UNDERGROUND / SLABS ON GRADE (IN OR UNDER SLABS ON GRADE) 5' OR GREATER FROM THE PERIMETER OF A BUILDING FOUNDATION WITHIN 5' FROM THE PERIMETER OF A BUILDING FOUNDATION UNDER ROADS, DRIVES, AND VEHICLE TRAVELED WAYS. WHEN HDPE DIRECTIONAL BORING IS ALLOWED: PROVIDE PRESSURIZED GROUT FIRE RATED ASSEMBLIES: FIRE RATED ASSEMBLIES LISTED WITH PHENOLIC RTRC RACEWAY DEFINITIONS: CONCRETE ENCASEMENT: CONDUIT WITH A MINIMUM OF 3" THICKNESS BETWEEN THE SURFACE OF THE CONCRETE AND THE NEAREST CONDUIT. CONCRETE TO BE DOWELED INTO THE FOUNDATION. X XX X X XX X X XX X X RTRC PVC COATED RMC X X X X X X X X X PANEL '###'26 24 16 PANELBOARD -SURFACE MOUNT PANEL '###'26 24 16 PANELBOARD -RECESS MOUNT ELECTRICAL SYMBOL LIST SYMBOL:TAG:SPEC SECTION:DESCRIPTION: REC-TAMP 26 27 26 DUPLEX RECEPTACLE, TAMPER RESISTANT, 125V REC-TAMP-GFI 26 27 26 GFI DUPLEX RECEPTACLE, TAMPER RESISTANT, 125V REC-TAMP-QUAD 26 27 26 QUAD RECEPTACLE, TAMPER RESISTANT, 125V REC-DUP 26 27 26 DUPLEX RECEPTACLE, 125V REC-DUP-GFI 26 27 26 DUPLEX GFI RECEPTACLE, 125V REC-DUP-WP 26 27 26 DUPLEX GFI WEATHERPROOF RECEPTACLE 125V REC-QUAD 26 27 26 QUAD RECEPTACLE, 125V REC-QUAD-GFI 26 27 26 QUAD GFI RECEPTACLE, 125V REC-SIM-520R 26 27 26 SIMPLEX RECEPTACLE, 125V REC-SIM-530R 26 27 26 RECEPTACLE, 125V REC-SIM-620R 26 27 26 RECEPTACLE, 6-20R, 250V REC-SIM-630R 26 27 26 RECEPTACLE, 6-30R, 250V REC-SIM-650R 26 27 26 RECEPTACLE, 6-50R, 250V REC-SIM-720R 26 27 26 RECEPTACLE, 7-20R, 277V REC-SIM-730R 26 27 26 RECEPTACLE, 7-30R, 277V REC-SIM-750R 26 27 26 RECEPTACLE, 7-50R, 277V REC-SIM-1420R 26 27 26 RECEPTACLE, 14-20R, 125/250V REC-SIM-1430R 26 27 26 RECEPTACLE, 14-30R, 125/250V REC-SIM-1450R 26 27 26 RECEPTACLE, 14-50R, 125/250V REC-SIM-1460R 26 27 26 RECEPTACLE, 14-60R, 125/250V REC-SIM-1520R 26 27 26 RECEPTACLE, 15-20R, 250V, 3PH REC-SIM-1530R 26 27 26 RECEPTACLE, 15-30R, 250V, 3PH REC-SIM-1550R 26 27 26 RECEPTACLE, 15-50R, 250V, 3PH ELECTRICAL SYMBOL LIST SYMBOL:TAG:SPEC SECTION:DESCRIPTION: REC-PED-QUAD 26 27 26 RECEPTACLE -PEDESTAL STYLE REC-DUP-PED 26 27 26 RECEPTACLE -PEDESTAL STYLE REC-SIM-550R 26 27 26 RECEPTACLE 125V, 50A, 125V REC-SIM-1560R 26 27 26 RECEPTACLE, 15-60R, 250V, 3PH REC-QUAD-USB 26 27 26 QUAD RECEPTACLE, USB 125V U REC-QUAD-WP 26 27 26 QUAD GFI WEATHERPROOF RECEPTACLE, 125VW EPO 26 09 16 26 32 13 EMERGENCY STOP / POWER OFF (N.C. AND N.O CONTACT) DS-#/FDS-#/DSS-#26 28 16 DISCONNECT SWITCH TR-#/DTR-#26 22 00 TRANSFORMER. W ELECTRICAL MOUNTING SUBSCRIPT KEY: A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASH C MOUNT AT CEILING (DEVICE OR ROUGH-IN CONTEXT) H MOUNT ORIENTED HORIZONTALLY L MOUNT IN CASEWORK M MOUNT IN MODULAR FURNITURE O WIRING DEVICE, OCCUPANCY CONTROLLED R MOUNT IN SURFACE RACEWAY S SURFACE MOUNTED W WEATHERPROOF WIRING DEVICE, NEMA 3R WHILE-IN-USE COVER, WR LISTED WG WIRE GUARD WP WEATHERPROOF RECEPTACLE SUBSCRIPT KEY: DEVICE # = MOUNTING (IF APPLICABLE) 1 = CIRCUIT NUMBER *IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: A / 1 DEVICE KEY: THE DESIGN DOCUMENTS DESCRIBE THE OPERATIONAL PERFORMANCE REQUIREMENTS OF THE LIGHTING CONTROL SYSTEM. THE PROJECT MAY REQUIRE ONE OR MORE LIGHTING CONTROL STRATEGIES FOR THE PROJECT.REFER TO THE ELECTRICAL SYMBOL KEY, SPECIFICATION SECTION 26 09 33 LIGHTING CONTROL SYSTEMS, AND THE DRAWINGS TO DETERMINE THE DESIGN APPLICATION FOR EACH SPACE.THE POTENTIAL STRATEGIES ARE AS FOLLOWS: 1.NETWORK BASED LIGHTING CONTROLS: INTEGRATED SYSTEM COMPRISED OF SWITCH STATIONS, SENSORS, ROOM CONTROLS, CONTROL PANELS, DIMMER RACKS, AND ACCESSORIES, OPERATING AT LINE AND/OR LOW VOLTAGE, CONFIGURED AS AN INTEGRATED OVERALL 'INTELLIGENT' LIGHTING CONTROL SYSTEM FOR ADVANCED ARCHITECTURALLY BASED LIGHTING CONTROL SYSTEMS. LIGHTING CONTROL ZONES COMMONLY ASSOCIATED WITH ONE OR MORE BRANCH POWER CIRCUITS WITHIN THE SAME CONTROL ZONE. LIGHTING CONTROL SYSTEM DESIGNATION:THE FOLLOWING KEY MAY BE USED AS AN EXAMPLE TO DETERMINE THE DESIGNATED LIGHTING CONTROL SYSTEM FOR EACH SPACE.REFER TO ELECTRICAL COVERSHEET FOR ELECTRICAL SYMBOLS LIST AND DEVICE SPECIFICATION TAG.REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 1.NETWORK BASED LIGHTING CONTROLS: CONTROL STATION COMMONLY DEFINED BY A RECTANGLE SYMBOL. A.EXAMPLE SYMBOL “#B”, TAGGED "SW-#B", DESCRIPTION "LIGHTING CONTROL STATION". B.EXAMPLE PANEL/RACK/CABINET: TAGGED "LCPN", DESCRIPTION "NETWORK BASED LIGHTING CONTROL PANEL/RACK/CABINET. C.EXAMPLE CONTROL DESIGNATIONS: z1, z2, z3 D.LIGHTING CONTROL STATION “#B”z1 CONTROLS LUMINAIRES WITH THE SUBSCRIPT “z1”.LUMINAIRES WITH A z1 DESIGNATION MAY OR MAY NOT BE SERVED BY THE SAME BRANCH LIGHTING CIRCUIT. E.REFER TO THE LIGHT CONTROL SEQUENCE OF OPERATION TAG {L#-##} FOR A COMPLETE DESCRIPTION OF THE LIGHTING CONTROL AND PRE-PROGRAMMED SCENE SELECTION REQUIREMENTS. BOTH LUMINAIRES ARE CONTROLLED BY THE SAME CONTROL STATION, SAME LIGHTING CONTROL ZONE Z1, BUT POWERED BY DIFFERENT BRANCH LIGHTING CIRCUITS. LIGHTING SYSTEM DESCRIPTION KEY: LIGHTING CONTROL NOTES: {L#-##} INDICATES THE LIGHTING SEQUENCE OF OPERATION FOR THE SPACE.REFER TO THE LIGHTING SEQUENCE OF OPERATION MATRIX ON SHEET [E/###]. {#B} LIGHTING CONTROL STATION.THE "#" INDICATES THE MINIMUM QUANTITY OF ZONES/SCENES AS DEFINED IN THE LIGHTING SEQUENCE OF OPERATIONS.THE LIGHTING CONTROL STATION SHALL PROVIDE SEPARATE [ON AND]OFF AS WELL AS RAISE AND LOWER BUTTON(S).[PRESS AND HOLD BUTTONS FOR DIMMING ARE NOT ACCEPTABLE].CONTROL SHALL BE CAPABLE OF DIMMING UP/DOWN AND SWITCHING AS DEFINED IN THE LIGHTING SEQUENCE OF OPERATIONS.REFER TO DRAWINGS AND LUMINAIRE SUBSCRIPTS TO DETERMINE IF A ROOM BASED CONTROLLER (a, b, c SUBSCRIPTS) OR NETWORK CONTROL SYSTEM (z1, z2, z3) IS REQUIRED. {z##} INDICATES ZONING AND REFLECTS A LIGHTING CONTROL GROUP.PROVIDE RELAYS AS REQUIRED TO ALLOW LUMINAIRES WITHIN THE DEFINED ZONE TO FUNCTION TOGETHER. LIGHTING CONTROL SUBSCRIPTS: 1.LOWER CASE ALPHA SUBSCRIPTS “a, b, c”INDICATE LINE VOLTAGE OR ROOM BASED LIGHTING CONTROL SYSTEMS.REFER TO DRAWINGS TO DETERMINE IF LINE VOLTAGE CONTROL (S, S3, S4, ETC) OR {#B} ROOM BASED CONTROLLER SYSTEM (#B) IS REQUIRED. 2.LOWER CASE ALPHA NUMERIC SUBSCRIPTS “z1, z2, z3”INDICATE NETWORK BASED LIGHTING CONTROL SYSTEM. REFER TO SHEET E-4.4 FOR LUMINAIRE SCHEDULE REFER TO SHEET [E-###]FOR LIGHTING CONTROL ONE-LINE DIAGRAM LUMINAIRE z1F# z1 1 CONTROLLUMINAIRE F# z1 5 #B LIGHTING CONTROL NOTES: 1.REFER TO [1/E502] FOR DIRECT BURIAL POLE BASE DETAIL. 2.REFER TO [2/E502] FOR BOLLARD INSTALLATION DETAIL. 3.REFER TO [3/E502] FOR EXTERIOR LIGHTING CONTROL DETAIL. 4.COORDINATE LUMINAIRE [F#] IN MECHANICAL ROOMS WITH DUCTWORK, PIPING AND ANY MECHANICAL EQUIPMENT. PROVIDE LUMINAIRE WITH CHAINS OR HANGER KIT WHERE REQUIRED. BOTTOM OF FIXTURE [TO ALIGN WITH BOTTOM OF NEAREST BEAM/TRUSS] [TO BE XX.X’AFF]. COORDINATE MOUNTING PRIOR TO ORDERING LUMINAIRES. 5.THREE-WAY SWITCH CONTROLS LUMINAIRE LOCATED IN THE ELEVATOR SHAFT. REFER TO SHEET [X/XXX] FOR CORRESPONDING SWITCH. 6.COORDINATE ALL LUMINAIRE LOCATIONS WITH STRUCTURAL TRUSS AND BEAMS PRIOR TO ROUGH-IN. 7.PROVIDE SEPARATE BRANCH CIRCUIT TO SUPPLY POWER TO THE HOIST WAY PIT LIGHTING. LIGHTING SHALL NOT BE CONNECTED TO THE LOAD SIDE OF ANY GFCI DEVICE. MOUNT PIT LUMINAIRES VERTICALLY 48”FROM TOP OF PIT OR BELOW PIT CEILING. REFER TO ELEVATOR MANUFACTURER FOR EXACT LOCATION. [REFER TO ELEVATOR DESIGN GUIDE AND LOCAL ADOPTED CODES FOR LIGHTING REQUIREMENTS] 8.[EXTERIOR/INTERIOR]LUMINAIRES SHALL BE TARGETED AND ADJUSTED BY THE CONTRACTOR UNDER THE OBSERVATION AND IN COMPLIANCE WITH RECOMMENDATIONS OF THE ENGINEER. ALL LABOR AND MATERIAL COSTS MADE NECESSARY BY THIS REQUIREMENT SHALL BE INCLUDED. TYPICAL NEW CONSTRUCTION: 1.HALF SHADED FIXTURE INDICATE UNSWITCHED LUMINAIRES FOR NIGHT LIGHTING CONNECTED TO PANEL AS NOTE. 2.FULLY SHADED FIXTURES INDICATE EMERGENCY LUMINAIRES THAT ARE TO BE CONNECTED VIA AN EMERGENCY TRANSFER DEVICE (ETD) TO TURN LIGHTS ON UPON LOSS OF POWER. THE THIRD LEG OF THE ETD IS CONNECTED TO THE EMERGENCY LIGHTING PANEL. 3.SITE HAS UNDERGROUND UTILITIES, STEAM, WATER, ELECTRIC AND VAULTS. POLE LOCATIONS HAVE BEEN COORDINATED WITH CIVIL PLANS. CONTRACTOR SHALL FIELD VERIFY ALL UNDERGROUND UTILITIES PRIOR TO INSTALLING ALL LIGHT POLES. HAND EXCAVATE IF NECESSARY, TO ASCERTAIN EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO INSTALLING 'ANY' POLE. 4.WHERE LUMINAIRE QUANTITIES OR LAYOUT DIFFER BETWEEN ELECTRICAL LIGHTING PLANS AND ARCHITECTURAL REFLECTED CEILING PLANS, HIGHER QUANTITY SHALL TAKE PRECEDENCE. CONTRACTOR SHALL CONFIRM QUANTITY AND LAYOUT WITH DESIGN TEAM. 5.#B PUSH BUTTON REFERS TO SCENE QUANTITY. COORDINATE NUMBER OF BUTTONS FOR CONTROL STATIONS WITH LIGHTING CONTROL MANUFACTURER. CONTROL SHALL BE CAPABLE OF DIMMING UP/DOWN AND SWITCHING ON/OFF FOR MULTIPLE ZONES AS INDICATED AND PER LIGHTING SEQUENCE OF OPERATIONS. 6.Z## INDICATES ZONING AND REFLECTS A LIGHTING CONTROL GROUP. PROVIDE RELAYS AS REQUIRED TO ALLOW LUMINAIRES WITHIN THE DEFINED ZONE TO FUNCTION TOGETHER DURING NORMAL POWER. TYPICAL NEW CONSTRUCTION: LUMINAIRE F1 = FIXTURE TAG 1 = CIRCUIT NUMBER a = SWITCH DESIGNATION z1=ZONE DESIGNATION "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT. "SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED DURING NORMAL OPERATION AND OPERATES FROM [EMERGENCY BATTERY (EXTEND UNSWITCHED CIRCUIT LEG TO BATTERY)] [EMERGENCY CIRCUIT] UPON LOSS OF POWER. *IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: F1 / 1 / a / NL LUMINAIRE CIRCUIT AND CONTROL KEY SHADED LUMINAIRE OR DEVICE INDICATES LUMINAIRE OR DEVICE IS CONNECTED TO AN EMERGENCY CIRCUIT. NORMAL BRANCH LUMINAIRE [LEGALLY REQUIRED] [CRITICAL] BRANCH LUMINAIRE [EMERGENCY][LIFE SAFETY] BRANCH LUMINAIRE LUMINAIRE SHADING KEY LINEAR LUMINAIRES TROFFER WALL SCONCE LUMINAIRE DOWNLIGHT LUMINAIRE AIMABLE OR WALL WASH LUMINAIRE INDUSTRIAL LUMINAIRE POLE MOUNTED LUMINAIRE SINGLE FACE EXIT SIGN DOUBLE FACE EXIT SIGN EMERGENCY UNIT WALL BRACKET LUMINAIRE ELECTRICAL SYMBOL LIST SYMBOL:TAG:SPEC SECTION:DESCRIPTION: WALL/CEILING EMERGENCY EXIT SIGN REFER TO LUMINAIRE SCHEDULE SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO.DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 3 8 A M ELECTRICAL COVERSHEET E0.0 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 ELECTRICAL SHEET INDEX E0.0 ELECTRICAL COVERSHEET E2.0 ELECTRICAL MASTER SITE PLAN - UH E2.1 ELECTRICAL SITE PLAN - PV FIELD E2.2 ELECTRICAL SITE PLAN - UTILITY YARD E2.3 ELECTRICAL SITE PLAN - UPPER HOUSER SITE E2.4 ELECTRICAL SITE PLAN - ACTIVITY BARN E2.5 ELECTRICAL SITE PLAN - ACTIVITY BARN ROAD E4.0 ELECTRICAL DETAILS E4.1 ELECTRICAL DETAILS E4.2 ELECTRICAL DETAILS E4.3 MICROGRID OPERATION E5.1 ELECTRICAL ONE-LINE UPPER HOUSER E6.0 ELECTRICAL LOAD CALCULATIONS GRAND TOTAL: 13 Revision Schedule REV. MARK DESCRIPTION XXX MAJOR IMPACT STUDY 10/31/2025 Exhibit A2 ELEC. TRANS. TMV-GC3 ELEC.TRANS.TMV-GC2 ELEC.TRANS. TMV-CB ELEC.TRANS. T M V-GC4 MRDISCONNECTCT CABINET T-MR, DISCONNECT & PANEL LIGHTING PANELSTEPUP TRANSFORMER EX LOCATIONS FOR ELEC. TRANSFORMER POTENTIAL LOCATION, TO BE CONFIRMED 1 0' 8 2' 10' 82' ELECTRIC PRIVATE PULL VAULT ELECTRIC HCE PULL VAULT ELECTRIC HCE PULL VAULT ELECTRIC HCE PULL VAULT ELECTRIC HCE PULL VAULTELECTRIC HCE PULL VAULT ELECTRIC PRIVATE PULL VAULT ELECTRIC PRIVATE PULL VAULT ELECTRIC PRIVATE PULL VAULT ELECTRIC HCE PULL VAULT ELECTRIC HCE PULL VAULTELECTRIC PRIVATE PULL VAULTELECTRIC P S ELEC.TRANS.TMV-MR E2.1 1 E2.3 1 E2.4 1 TMV-CG3 GUEST CABIN 3 MH-1 MANHOLE TMV-CG4 GUEST CABIN 4 TMV-CB COMMUNITY BARN TMV-MR MAIN RESIDENCE TMV-CG2 GUEST CABIN 2 TMV-AB ACTIVITY BARN SNOWMOBILE STORAGE MH-2 MANHOLE SECONDARY SERVICE FEEDERS WILL EXTEND FROM THE NEW PAD-MOUNTED TRANSFORMER TO THE NEW SERVICE-RATED DISCONNECT AND HOUSE PANEL. (TYPICAL FOR EACH HOME) E2.5 1 E2.2 1 SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 4 3 A M ELECTRICAL MASTER SITE PLAN - UH E2.0 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) N O R HT 1" = 100'-0"1 ELECTRICAL MASTER SITE PLAN - UH 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 GENERAL NOTES: 1. ALL MEDIUM VOLTAGE AND SITE LIGHTING CONDUITS INSTALLED UNDER ROADWAYS SHALL BE INSTALLED IN ACCORDANCE WITH NEC , LOCAL AHJ REQUIREMENTS, AND INDUSTRY BEST PRACTICES. PROVIDE CONDUITS IN RIGID NONMETALLIC (SCH 80 PVC) OR RIGID GALVANIZED STEEL (RGS) AS REQUIRED. MINIMUM COVER AND DEPTH SHALL COMPLY WITH NEC 2023 TABLE 300.5. PROVIDE ACCESSIBLE, WEATHERPROOF, AND APPROPRIATELY RATED PULL BOXES OR HANDHOLES IN ALL CONDUIT RUNS AT INTERVALS NOT EXCEEDING 500 FEET, AND AT ALL CHANGES IN DIRECTION GREATER THAN 180 DEGREES OR SIGNIFICANT ELEVATION CHANGES. COORDINATE FINAL LOCATIONS AND INSTALLATION REQUIREMENTS WITH OWNER AND SITE CONDITIONS. MAJOR IMPACT STUDY 10/31/2025 E2.2 1 MICROGRID SWITCHGEAR UTILITY PAD-MOUNTED TRANSFORMER BY HCE HCE METER, CT CAB, & SERVICE DISCONNECT 500KW PV FIELD EQUIPMENT GEN-1 GEN-2 BESS GEN-3 SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 4 5 A M ELECTRICAL SITE PLAN - PV FIELD E2.1 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) N O R HT 1/16" = 1'-0"1 ELECTRICAL SITE PLAN - PV FIELD 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 ALL MICROGRID SIGNAGE SHALL COMPLY WITH GARFIELD COUNTY AND COLORADO DEPARTMENT OF REGULATORY AGENCIES (DORA) REQUIREMENTS. CONTROLLED AUXILIARY LIGHTING SHALL BE PROVIDED AT THE BESS, GENERATOR PADS, AND PV INVERTER LOCATIONS. SPECIFIED SOLAR PANEL AND TRACKER COMPONENTS ARE COMPLIANT WITH 2025 GARFIELD COUNTY BUILDING REGULATIONS. REFER TO THE SUPPORTING DOCUMENTS INCLUDED IN THE GARFIELD COUNTY IMPACT STUDY PACKAGE FOR VERIFICATION. SILFAB XM+ MODULES ARE MANUFACTURED WITH ANTI-REFLECTIVE (AR) GLASS AND FEATURE A TEXTURED SURFACE DESIGNED TO SIGNIFICANTLY REDUCE REFLECTED LIGHT. REFER TO THE GLARE STUDY FOR DETAILED ANALYSIS OF GLARE INTENSITY, DURATION, AND OCCURRENCE RELATIVE TO SITE CONDITIONS. PV LAYOUT PLAN NOTES: 1. 2. 3. 4. 5. MAJOR IMPACT STUDY 10/31/2025 MI C R O G R I D S W I T C H G E A R 1500KVA PAD MOUNTED TRANSFORMER BY HCE. 480Y/277V, 3-PHASE, 4-WIRE HCE GRID TMV-MAIN MV TRANSFORMER SC-1 500KW PV FIELD EQUIPMENT CONCRETE PAD CONCRETE PAD CONCRETE PAD CONCRETE PAD CONCRETE PAD INVERTERS PANEL PV PV DISCONNECT METER BY HCE MAIN SERVICE DISCONNECT CT CABINET GEN-2 GEN-1 BESS CONCRETE PAD PANEL HU 100A, MCB, 480Y/277V, 3-PH, 4W, NEMA 3R MOUNTED ON UNISTRUT TMV-UTILITY 45KVA PAD MOUNTED TRANSFORMER, DRY TYPE 480V : 208Y/120V, 3-PHASE, 4-WIRE PANEL UTILITY 125A, 208Y/120V, 3-PH, 4W, NEMA 3R W ELECTRICAL HANDHOLE. 480V SITE LIGHTING. COIL 2' OF WIRE FOR POLE LIGHTING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING 1000KW ISOLATION TRANSFORMER 1600A PV DISCONNECT GEN-3 (FUTURE) SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 4 6 A M ELECTRICAL SITE PLAN - UTILITY YARD E2.2 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) N O R HT 1/8" = 1'-0"1 ELECTRICAL SITE PLAN - UTILITY YARD 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 NOTE PANEL UTILITY WILL POWER TASK LIGHTING IN THIS AREA. LIGHTING WILL BE FOR WORKING/ MAINTENANCE AND SAFETY. ALL MICROGRID SIGNAGE SHALL COMPLY WITH GARFIELD COUNTY AND COLORADO DEPARTMENT OF REGULATORY AGENCIES (DORA) REQUIREMENTS. CONTROLLED AUXILIARY LIGHTING SHALL BE PROVIDED AT THE BESS, GENERATOR PADS, AND PV INVERTER LOCATIONS. SPECIFIED SOLAR PANEL AND TRACKER COMPONENTS ARE COMPLIANT WITH 2025 GARFIELD COUNTY BUILDING REGULATIONS. REFER TO THE SUPPORTING DOCUMENTS INCLUDED IN THE GARFIELD COUNTY IMPACT STUDY PACKAGE FOR VERIFICATION. SILFAB XM+ MODULES ARE MANUFACTURED WITH ANTI-REFLECTIVE (AR) GLASS AND FEATURE A TEXTURED SURFACE DESIGNED TO SIGNIFICANTLY REDUCE REFLECTED LIGHT. REFER TO THE GLARE STUDY FOR DETAILED ANALYSIS OF GLARE INTENSITY, DURATION, AND OCCURRENCE RELATIVE TO SITE CONDITIONS. PV LAYOUT PLAN NOTES: 1. 2. 3. 4. 5. MAJOR IMPACT STUDY 10/31/2025 T-CG3 GUEST CABIN 3 TMV-CG4 GUEST CABIN 4 PAD-MOUNTED TRANSFORMER TMV-CB COMMUNITY BARN PAD-MOUNTED TRANSFORMER TMV-CG2 GUEST CABIN 2 PAD-MOUNTED TRANSFORMER MH-2 MANHOLE MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING PANEL CG3 SITE LIGHTING 480V, 60A, 1-PH, NEMA 3R PANEL PANEL MR SITE LIGHTING 480V, 60A, 1-PH, NEMA 3R PANEL SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #4AL GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING MV ELECTRICAL HANDHOLE ELECTRICAL HANDHOLE. 480V SITE LIGHTING. COIL 2' OF WIRE FOR POLE LIGHTING ELECTRICAL HANDHOLE. 480V SITE LIGHTING. SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING ELECTRICAL HANDHOLE. 480V SITE LIGHTING. COIL 2' OF WIRE FOR POLE LIGHTING ELECTRICAL HANDHOLE. 480V SITE LIGHTING. COIL 2' OF WIRE FOR POLE LIGHTING ELECTRICAL HANDHOLE. 480V SITE LIGHTING. COIL 2' OF WIRE FOR POLE LIGHTING ELECTRICAL HANDHOLE. 480V SITE LIGHTING. ELECTRICAL HANDHOLE. 480V SITE LIGHTING. ELECTRICAL HANDHOLE. 480V SITE LIGHTING. ELECTRICAL HANDHOLE. 480V SITE LIGHTING. TMV-CG3 GUEST CABIN 3 12470V:208Y/120V PAD-MOUNTED TRANSFORMER T-MR MAIN RESIDENCE TMV-MR MAIN RESIDENCE 12470V:208Y/120V PAD-MOUNTED TRANSFORMER MV ELECTRICAL HANDHOLE DISCONNECT CG3 SITE LIGHTING DISCONNECT MR SITE LIGHTING SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 4 7 A M ELECTRICAL SITE PLAN - UPPER HOUSER SITE E2.3 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) N O R HT 1" = 50'-0"1 ELECTRICAL SITE PLAN - UPPER HOUSER SITE 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 MAJOR IMPACT STUDY 10/31/2025 TMV-AB ACTIVITY BARN 300kVA 480Y/277V, 3-PH PAD-MOUNTED TRANSFORMER SNOWMOBILE STORAGE TO AB MAIN ELECTRICAL GEAR. SEE AB ELECTRICAL SET FOR LOCATION, WIRE SIZE, AND CONDUIT SIZE. TO SS PANEL/ METER. SEE AB ELECTRICAL SET FOR LOCATION, WIRE SIZE, AND CONDUIT SIZE. MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C + (1) SPARE 2"C WITH PULL STRING PANEL AB SITE LIGHTING 480V, 60A, 1-PH, NEMA 3R T-AB ACTIVITY BARN MOUNTED TO PANEL SUPPORT MV ELECTRICAL HANDHOLE ELECTRICAL HANDHOLE. 480V SITE LIGHTING. DISCONNECT AB SITE LIGHTING SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 4 9 A M ELECTRICAL SITE PLAN - ACTIVITY BARN E2.4 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) N O R HT 1" = 20'-0"1 ELECTRICAL SITE PLAN - ACTIVITY BARN 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 MAJOR IMPACT STUDY 10/31/2025 MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING MH-1 MANHOLE MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING MV WIRE AND CONDUIT (3#2AL & #6GND) IN 4"C, UG MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C WITH PULL STRING SITE LIGHTING (480V-1PH) WIRE AND CONDUIT (2#4AL & #4AL GND) IN 2"C, UG + (1) SPARE 2"C WITH PULL STRING MV ELECTRICAL HANDHOLE ELECTRICAL HANDHOLE. 480V SITE LIGHTING. COIL 2' OF WIRE FOR POLE LIGHTING ELECTRICAL HANDHOLE. 480V SITE LIGHTING. MV ELECTRICAL HANDHOLE ELECTRICAL HANDHOLE. 480V SITE LIGHTING. COIL 2' OF WIRE FOR POLE LIGHTING ELECTRICAL HANDHOLE. 480V SITE LIGHTING. SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 4 9 A M ELECTRICAL SITE PLAN - ACTIVITY BARN ROAD E2.5 Author 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 N O R HT 1" = 30'-0"1 ELECTRICAL SITE PLAN - ACTIVITY BARN ROAD MAJOR IMPACT STUDY 10/31/2025 GROUND #4 INSULATED COPPER GROUNDING CONDUCTOR. PER NEC 250.94. MAXIMUM 20'-0" LENGTH. #1/0 GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66 EFFECTIVELY GROUNDED BUILDING STEEL CONNECT TO METALLIC WATER MAIN, WITHIN 5'-0" OF WATER SERVICE ENTRANCE WM PROVIDE JUMPER ACROSS WATER METER REMOVABLE LINK #4 GROUNDING ELECTRODE CONDUCTOR, NEC 250.66 CONCRETE-ENCASED GROUNDING ELECTRODE (UFER). NEC 250.52 BOND TO MINIMUM OF 20' OF 1/2" REINFORCING BAR. ELECTRICAL GROUND FIELD. 3/4" DIA. x 10'-0" COPPER GROUND ROD. TOP OF ROD SHALL BE 12" BELOW GRADE. (TYP) OPTION: PLATE ELECTRODE IN ROCKY SOIL WITH ENGINEER APPROVAL. 2 0 '-0 " NEUTRAL SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINATION REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. (IBT) NOTES. 1. REFER TO SPECIFICATION SECTION 26 05 26 GROUNDING AND BONDING NEUTRAL GROUND SEPARATELY DERIVED SYSTEM CONFIGURATION #3/0 GROUNDING ELECTRODE CONDUCTOR TO GROUNDING ELECTRODE SYSTEM SUPPLY SIDE BONDING JUMPER, NEC 250.102(C)(1) SYSTEM BONDING JUMPER 3/4" DIA. x 10'-0" COPPER GROUND ROD. TOP OF ROD SHALL BE 12" BELOW GRADE. (TYP) G G G G TRANSFORMER PAD TRANSFORMER SECONDARY CONDUITS (TYP)PRIMARY CONDUITS (TYP) 5/8"∅x 10'-0" COPPERWELD GROUND ROD #2/0 BARE COPPER, CONNECT TO RODS WITH EXOTHERMIC WELD #2 BARE COPPER TO PRIMARY COMPARTMENT FOR GROUNDING CABLE SHIELDING #2 BARE COPPER TO TRANSFORMER CASE GROUND LUG. #2 BARE COPPER TO XO TERMINAL OF TRANSFORMER FOR NEUTRAL/GROUND CONNECTION. 5/8"∅x 10'-0" COPPERWELD GROUND ROD MARKER TAPE WITH METALLIC TRACER, 12" ABOVE CONDUITS UNDERGROUND CONDUIT(S) REFER TO PLANS FOR QUANTITY, SIZE AND TYPE FINISHED GRADE MINIMUM 18" DEPTH MAXIMUM 30" DEPTH NOTES: 1. INSTALL 2000 lb TENSILE STRENGTH PULL ROPE IN ALL EMPTY CONDUITS. 2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATION SECTION 26 05 00. 3. REFER TO NEC TABLE 305.15(A) BURIAL REQUIREMENTS FOR MEDIUM VOLTAGE CONDUITS. REFER TO NEC TABLE 305.5 BURIAL REQUIREMENTS FOR LESS THAN 600 VOLT CONDUITS. PVC COATED RIGID METAL CONDUIT (RMC), OR REINFORCED THERMOSET RESIN CONDUIT RTRC). SIZE AS NOTED ON DRAWING SIDEWALK ROADWAY CL 3'-0" 3' -0" MI N . 3'-0" END BELL FITTING, EACH END NOTES: 1. USE BURIAL DEPTH SHOWN UNLESS NOTED OTHERWISE IN SPECIFICATIONS OR ON DRAWINGS. BURIAL DEPTHS FOR CONDUITS TO BE USED BY UTILITY COMPANIES SHALL BE AS DIRECTED BY THE UTILITY COMPANY. TRENCHING AND BACKFILL PER SPECIFICATIONS. 3" RIGID GALVANIZED STEEL PEDESTAL SUPPORT (TYP) FILL PEDESTAL SUPPORT WITH CONCRETE AND ROUND TOP SITE LIGHTING FUSED DISCONNECT LIGHTING PANEL CONCRETE, 3000 PSI COMBINATION LIGHTING CONTACTOR OR CONTROLS WELD GALVANIZED STEEL CHANNEL TO PEDESTAL SUPPORT. VERIFY LENGTH AND VERTICAL SPACING WITH SUPPLIED EQUIPMENT. SIDE VIEW FRONT VIEW 10"Ø 3' -6" M I N I M U M LIGHTING PANELSITE LIGHTING FUSED DISCONNECT FROM MV TRANSFORMER TO SITE LIGHTING ST E P -UP TR A N S F O R M E R ST E P -UP TR A N S F O R M E R 1 5/8" UNDERGROUND SCHEDULE 40 PVC PLASTIC CONDUIT SECTION A-A 36" MIN 48" HCE STANDARD 1 5/8" GROUND #8 GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66 REMOVABLE LINK ELECTRICAL GROUND FIELD. 3/4" DIA. x 10'-0" COPPER GROUND ROD. TOP OF ROD SHALL BE 12" BELOW GRADE. (TYP) OPTION: PLATE ELECTRODE IN ROCKY SOIL WITH ENGINEER APPROVAL. 1 0 '-0 " NEUTRAL SERVICE ENTRANCE EQUIPMENT NOTES. 1. REFER TO SPECIFICATION SECTION 26 05 26 GROUNDING AND BONDING SECTION VIEW PLAN VIEW 2'-0" DIA 1' -0" 3'-0" TO CURB OR CENTER IN ISLAND 3" 2' -0" *' -*" M I N I M U M REFER TO SECTION BELOW CONTRACTOR SHALL USE TEMPLATE FURNISHED WITH POLE TO SET ANCHOR BOLTS. CENTER POLE ON CONCRETE BASE. CONNECT TO GROUND LUG ON POLE ANCHOR BOLTS FOR POLE AS REQUIRED BY POLE MANUFACTURER 5/8" CHAMFER EXOTHERMIC WELD OR HYDRAULIC COMPRESSION CONNECTION 6" LOOP #6 BARE STRANDED COPPER BONDING CONDUCTOR IN 1/2" MIN. PVC OR ENT SLEEVE. MINIMUM 8" RADIUS. 5/8"Ø x 10'-0" COPPER CLAD GROUND ROD TRANSITION TO RIGID METAL CONDUIT FOR RISER CONCRETE BASE (3000 PSI) MINIMUM 28 DAY STRENGTH 6% AIR ENTRAINED +/-1% (8) #5 WITH #3 TIES, TOP (3) @ 2" OC AND REMAINDER SPACED @ MAXIMUM OF 12" OC TO BOTTOM OF CONCRETE BASE. PROVIDE MINIMUM CONCRETE COVER FOR REINFORCING STEEL OF 2" ON SIDES AND 3" AT BOTTOM INSULATED BUSHING TERMINATION ANCHOR BOLT COVER NON-SHRINK GROUT BETWEEN POLE AND BASE. PROVIDE A CHANNEL THROUGH THE GROUT FOR POLE INTERIOR DRAINAGE. EXPOSED SURFACES TROWELLED SMOOTH 2 3/4" OR AS REQUIRED BY POLE MANUFACTURER FINISHED GRADE EXTEND TO FIRM CLEAN UNDISTURBED SOIL NOTES TO SPECIFIER: * DESIGNER MUST RUN POLE BASE CALCULATION TO VERIFY POLE BASE DIMENSIONS. STRUCTURAL ENGINEER ON PROJECT SHALL REVIEW. SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 5 0 A M ELECTRICAL DETAILS E4.0 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 NO SCALE1 SERVICE ENTRANCE GROUNDING ELECTRODE SYSTEM DETAIL NO SCALE2GENERATOR GROUNDING DETAIL NO SCALE3PAD MOUNTED TRANSFORMER GROUNDING DETAIL NO SCALE5 UNDERGROUND CONDUIT DETAIL NO SCALE6 ROADWAY UNDERGROUND CROSSING DETAIL NO SCALE4LIGHTING PANEL PEDESTAL NO SCALE7C.I. HANDHOLE DETAIL NO SCALE8 SERVICE ENTRANCE GROUNDING ELECTRODE SYSTEM DETAIL - SITE LIGHTING N O R HT 12" = 1'-0"9 POLE BASE DETAIL MAJOR IMPACT STUDY 10/31/2025 ELECTROSTATIC SHIELD (WHEN SPECIFIED) EQUIPMENT GROUNDING CONDUCTOR (EGC) SIZE PER NEC 250.122 GROUNDING ELECTRODE SYSTEM. BUILDING STEEL, METALLIC WATER PIPING (WITHIN 5' OF WATER SERVICE ENTRANCE, OR TO BUILDING SERVICE GROUND. PHASE C PHASE B PHASE A SECONDARY PROTECTION PHASE C PHASE B PHASE A GROUND BAR NEUTRAL BAR GROUND BAR PRIMARY PROTECTION GROUND BAR SUPPLY SIDE BONDING JUMPER (SSBJ) SIZE PER NEC 250.102 (C)(1) GROUNDING ELECTRODE CONDUCTOR (GEC) SIZE PER NEC 250.66 SYSTEM BONDING JUMPER. SIZE PER NEC 250.102.(C)(1) TRANSFORMER ENCLOSURE 18"Ø SUMP PIT WITH MINIMUM 12" DRAIN FIELD OF PEA GRAVEL BOTTOM SECTION PVC COATED PULLING IRONS LOCATED OPPOSITE CONDUIT ENTRANCES STANDARD PRECAST OR CAST-IN-PLACE CONCRETE MANHOLE DOWEL DUCT BANK TO MANHOLE WITH MINIMUM (4) #4 DOWELS CONDUITS SLOPE TO MANHOLE (TYP) 2500 PSI GROUT MALLEABLE IRON BELL END (TYP) TOP SECTION CAST-IN-PLACE OR PRECAST CONCRETE TOP PROVIDE ANCHORING FOR CABLE SUPPORT BRACKETS AT 2'-0" O.C. ON ALL MANHOLE WALLS. PROVIDE NON- METALLIC CABLE SUPPORT ARMS AS REQUIRED MANHOLE FRAME WITH SOLID LID, MARKED "ELECTRICAL". 5/8" x 8'-0" COPPER CLAD GROUND ROD, IN 2" PVC SLEEVE. BOND ALL STEEL IN MANHOLE TO GROUND ROD FINISH GRADE SECTION VIEW 32" Ø 8" 18 " M I N I M U M 73 " M I N I M U M , H C E S T A N D A R D 32" MIN, HCE STANDARD PLAN VIEW GROUND ROD SLEEVE 36"Ø CLEAR OPENING 18"Ø SUMP NOTES: 1. MANHOLE SHALL BE DESIGNED TO AASHTO HS-20 LIVE LOADS. SUBMITTAL SHALL SHOW DESIGN LOADING AND MATERIAL SPECIFICATIONS FOR UPPLIED PRODUCTS. 2. DETAIL IS BASED ON HCE STANDARD FOR UM1-35L. 9" 12" 7'-2" 12" 1'-8" 3'-10" 1'-8" 4" 12 " 3' - 0 " 1' - 0 " 14 " 8" 8" 11" 15" 4'-8" 11" 12 " 12 " 7' - 2 " 12 " 5' - 4 " 3" 5" 8" MI N . 12 " 2" 2" TRENCH BY E.C. FOR UTILITY COMPANY GROUND WIRE 1/2"Ø REINFORCING ROD BOX OUT PRIMARY AND SECONDARY CONDUIT OPENING. PRIMARY CONDUITS REFER TO NOTES 2, 3 AND 4 GROUND GRID AND RODS BY UTILITY COMPANY FRONT OF TRANSFORMER COMPARTMENT CENTERLINE OF CONDUIT 1" CONDUIT BY E.C. FOR UTILITY COMPANY GROUND WIRE SECONDARY CONDUITS REFER TO NOTES 2, 3 AND 4 (2) #4 X 2'-0" PLAN ELEVATION 1/2"Ø REINFORCING ROD 3/4"x10' COPPER CLAD GROUND ROD (TYP) ROUND EDGES 1/2"Ø REINFORCING ROD DO NOT PLACE CONDUITS UNDER THIS SECTION OF PAD IF AVOIDABLE DO NOT DISTURB GROUND IN FOUNDATION AREA MORE THAN NECESSARY WHEN INSTALLING CONDUIT (4) -6" DIAMETER FOOTINGS SHALL BE 48" DEEP INTO UNDISTURBED EARTH. EACH FOOTING SHALL HAVE (1) -1/2" DIAMETER REINFORCING ROD EXTENDING TO WITHIN 3" OF THE BOTTOM OF THE FOOTING WITH AN ADDITIONAL 6" BEND INTO THE CONCRETE PAD. METHODS OF MAKING GROUND CONNECTIONS ARE BY EXOTHERMIC WELDING PROCESS TOP OF FOUNDATION TO BE SMOOTH AND LEVEL, WITH NO JOINTS THE CONCRETE MIX IS TO BE COMPOSED OF CEMENT, SAND, GRAVEL, AIR ENTRAINMENT, FLY ASH, AND THE MINIMUM AMOUNT OF WATER TO PRODUCE A COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS ON TEST 6x6-W4.5X4.5 WWF. FOOTINGS FINAL GRADE. GRADE AWAY FROM PAD. FINAL GRADE TO BE WELL DRAINED AT ALL TIMES. NOTES: 1. E.C. SHALL COORDINATE TRANSFORMER LOCATION AND CONSTRUCTION WITH UTILITY COMPANY REQUIREMENTS. 2. AFTER PRIMARY AND SECONDARY CONDUITS ARE IN PLACE, BACK FILL WITH CLEAN, BLACK DIRT, FILLED AND TAMPED IN 6" LIFTS, BEFORE POURING FOUNDATION. SAND BACK FILL NOT ACCEPTABLE. 3. PRIMARY AND SECONDARY CONDUIT MUST COME THROUGH FOUNDATION IN DESIGNATED AREAS. DEVIATIONS FROM THE DESIGN AS SHOWN MUST HAVE UTILITY COMPANY APPROVAL. 4. TERMINATE CONDUITS 2 INCHES ABOVE TOP OF FOUNDATION, BUT BELOW TOP OF SLAB. 13" DEEP 2-4" GALVANIZED STEEL CHANNEL ±9'-0" LONG METER CABINET BY UTILITY CO., INSTALLED BY CONTRACTOR. SIZE INDICATED IS FOR BIDDING ONLY, CONSULT LOCAL UTILITY FOR ACTUAL SIZE & DETAILS. GRADE 12"øx42" DEEP CONCRETE BASES 3000 PSI, 28 DAY STRENGTH RIGID TO PVC ADAPTER RIGID METAL CONDUIT (RMC) OR REINFORCED THERMOSET RESIN CONDUIT (RTRC). LONG SWEEP ELBOWS. 3" 4'-0" 5' - 0 " 6' - 0 " 2 #12-14x1 7/8 SELF TAPPING TEK SCREWS. LOCATE A MINIMUM OF THREE SCREWS OVER A 20" WIDTH AT BOTH THE TOP AND BOTTOM OF ENCLOSURE. ELECTRICAL PANELBAORD OR CABINET MAX. WEIGHT 150 LBS. SOLID WASHER BETWEEN PANEL BACK & TD. 6x16gauge METAL STUD BACKUP TAB [W4x16gauge @ 16" METAL STUD WALL] [W6x16gauge 16" METAL STUD WALL] [METAL STUD WALL] 6x16gauge METAL STUD W6x16gauge METAL STUD JAMB SELF TAPPING TEK SCREWS DETAIL "A"A WALL FINISH, GYP., PLASTER, TILE, ETC. A SURFACE MOUNTED PANELBOARD OR CABINET - STEEL FRAMING 3/8" BOLT, SPRING NUT AND WASHERS (TYPICAL FOR EACH CORNER) P-1000 UNISTRUT, LENGTH AS REQUIRED. FASTEN TO BUILDING WALL STUD 4 PLACES (1 EACH CORNER) DEPTH OF EQUIPMENT 6' -0" O R B O T T O M O F ST R U C T U R E WH I C H E V E R I S L E S S 6' -6" O R T O T O P O F E L E C T R I C A L E Q U I P M E N T WH I C H E V E R I S H I G H E R 36" FOR 208/120 VOLT SYSTEMS 42" FOR 480/277 VOLT SYSTEMS 30" OR WIDTH OF EQUIPMENT WHICHEVER IS GREATER GRADE, FLOOR OR PLATFORM GRADE, FLOOR OR PLATFORM INDICATES ELECTRICAL EQUIPMENT WIDTH OF EQUIPMENT SECTION ELEVATION INDICATES WORKING SPACE REQUIRED PER LOCAL ELECTRICAL CODE. ELECTRICAL EQUIPMENT LOCATED ABOVE OR BELOW OTHER RELATED EQUIPMENT SHALL NOT EXTEND MORE THAN 6" IN FRONT OF SUCH EQUIPMENT. INDICATES DEDICATED ELECTRICAL SPACE REQUIRED PER LOCAL ELECTRICAL CODE SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 5 1 A M ELECTRICAL DETAILS E4.1 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 NO SCALE1TRANSFORMER WIRING DETAIL NO SCALE2ELECTRICAL MANHOLE DETAIL NO SCALE3 CONCRETE PAD DETAIL NO SCALE4 METERING CABINET PAD MOUNTING DETAIL NO SCALE5 PANELBOARD OR CABINET MOUNTING DETAIL(S) MAJOR IMPACT STUDY 10/31/2025 CHAMFER ALL EDGES. NO JOINTS ARE ACCEPTABLE IN THE PAD. THE TOP SHALL BE LEVEL AND SMOOTH. SECTION BOXED OUT FOR PRIMARY AND SECONDARY CABLES AND CONDUITS. TERMINATE CONDUITS WITH INSULATED BUSHINGS LEVEL WITH TOP OF PAD. #4 REINFORCING ROD BENT TO EXTEND AROUND THE PERIMETER OF THE PAD. LOCATE 4" FROM SIDES OF PAD. NO BREAKS IN REINFORCING SHALL BE ALLOWED IN FRONT HALF OF PAD. REINFORCING MESH 6" x 6", #4 WIRE CENTERED IN PAD FOUR 6" DIAMETER FOOTINGS INTO UNDISTURBED EARTH. EACH FOOTING SHALL HAVE ONE #4 REINFORCING BAR EXTENDING TO WITHIN 3" OF THE BOTTOM OF THE FOOTING WITH AN ADDITIONAL 6" BEND INTO THE CONCRETE PAD. WHERE EARTH UNDER THE CONCRETE PAD IS DISTURBED, BACKFILL WITH CLEAN DIRT HAVING NO ROCKS OR OTHER DEBRIS AND TAMP. SAND BACKFILL SHALL NOT BE ACCEPTABLE. GROUND ROD SLEEVE 1" PVC 1/2"x10' GROUND ROD (BY UTILITY COMPANY) 1'-0" 2'-0" 1'-0" 4" 4" 1' - 4 " 6" 10 " 4" 4" 2' - 6 " 1' - 6 " 4' - 0 " 4" 8" 2'-0" 8" 4" 4'-0" 4' - 0 " 3" 6" 6" 6" 2" 3" RIGID METAL CONDUIT (RMC) OR REINFORCED THERMOSET RESIN CONDUIT (RTRC) NOTES: 1. CONCRETE: fc >3500 PSI AT 28 DAYS. 2. REINFORCING STEEL: ASTM A 615-60. 3. 6x6-4.5x4.5 WELDED WIRE FABRIC (WWF): ASTM A 185. 4. SOIL: >95 PERCENT PROCTOR DENSITY OR 55 PSI PBV. 5. GENERAL CONTRACTOR TO PROVIDE TRANSFORMER PAD AS SHOWN. E.C. TO COORDINATE CONDUIT ROUGH-IN WITH G.C. 6. (TRANSFORMER PAD DETAILS FOR BIDDING ONLY. VERIFY FINAL REQUIREMENTS AND DIMENSIONS WITH UTILITY COMPANY.) PRIMARY CONDUITS SHALL BE CENTERED ALONG BACK EDGE OF BOX-OUT. ALL CONDUITS SHALL EXTEND 1" MAX. ABOVE TOP OF PAD. 1" CONCRETE OVER BACK FILL GRADE SECONDARY CONDUITS SHALL BE POSITIONED STARTING AT BACK EDGE OF THE BOX-OUT AND FILLING TOWARDS THE FRONT. ALL CONDUITS SHALL EXTEND 1" MAX. ABOVE TOP OF PAD. 6x6-4.5x4.5 WWF PAD REINFORCEMENT (TYP 2 LAYERS) 3/4"x9" SLEEVE PLASTIC OR GALVANIZED STEEL 1/2"x10' GROUND ROD BOND GROUND RODS AND TRANSFORMER NEUTRAL SECONDARY TERMINATOR TOGETHER WITH #2/0 BARE CU (BY UTILITY COMPANY) RMC OR RTRC 90° ELBOWS, 36" RADIUS 1-1/2" CHAMFER TOP EDGE SPILL CONTAINMENT TRENCH ON 4 SIDES OF PAD. 3'-0 WIDE 2'-0" DEEP. SILT FENCE FABRIC LINED AND FILLED WITH 2" SCREENED ROCK. SECTION 'A-A' SECTION 'B-B' POLYETHYLENE FILM 1"-2" THICK SAND LEVELING BED (NO ROCK) GRADE #6 TIE REBARS, BENT (TYP 4) #4 REBARS (REFER TO PLAN VIEW) (4) -8"Ø PIERS 10" 4' - 0 " 4' - 1 " 4" 8" 5' - 6 " 2' - 3 " 2' - 3 " 1' - 0 " 7'-0" 1'-6" 4'-0" 1'-6" 2'-2" 1'-0" 1'-0" 1'-4" 1'-6" 9" 1' - 0 " ALL SIDES 3'-0" TRENCH 6x6-4.5x4.5 PAD WWF REINFORCEMENT (TYP 2 LAYERS) #5 REBARS TOP AND BOTTOM. (TYP 4) 1-1/2" CHAMFER (BEVEL) TOP EDGE BENT TIE REBARS (TYP 4) 8"Ø PIERS (TYP 4) #4x2'-6" @ ALL CORNERS GROUND ROD SLEEVE PLAN VIEW SECONDARY PRIMARY B B AA 6" 2" NOTES: 1. CONCRETE: fc >3500 PSI AT 28 DAYS. 2. REINFORCING STEEL: ASTM A 615-60. 3. 6x6-4.5x4.5 WELDED WIRE FABRIC (WWF): ASTM A 185. 4. SOIL: >95 PERCENT PROCTOR DENSITY OR 55 PSI PBV. 5. GENERAL CONTRACTOR TO PROVIDE TRANSFORMER PAD AS SHOWN. E.C. TO COORDINATE CONDUIT ROUGH-IN WITH G.C. 6. VERIFY FINAL REQUIREMENTS AND DIMENSIONS WITH UTILITY COMPANY. PRIMARY CONDUITS SHALL BE CENTERED ALONG BACK EDGE OF BOX-OUT. ALL CONDUITS SHALL EXTEND 1" MAX. ABOVE TOP OF PAD. 1" CONCRETE OVER BACK FILL GRADE SECONDARY CONDUITS SHALL BE POSITIONED STARTING AT BACK EDGE OF THE BOX-OUT AND FILLING TOWARDS THE FRONT. ALL CONDUITS SHALL EXTEND 1" MAX. ABOVE TOP OF PAD. 6x6-4.5x4.5 WWF PAD REINFORCEMENT (TYP 2 LAYERS) 1-1/2" CHAMFER TOP EDGE SPILL CONTAINMENT TRENCH ON 4 SIDES OF PAD. 3'-0 WIDE 2'-0" DEEP. SILT FENCE FABRIC LINED AND FILLED WITH 2" SCREENED ROCK. SECTION 'A-A' SECTION 'B-B' GRADE #4 REBARS (REFER TO PLAN VIEW) (4) -8"Ø PIERS 10" 5' - 0 " 5' - 1 " 4" 8" 2" 6' - 6 " 2' - 6 " 2' - 0 " 2' - 0 " 7'-4" 1'-8" 4'-0" 1'-8" 2'-4" 1'-0" 1'-3" 1'-6" 1'-3" 9" 1' - 3 " ALL SIDES 3'-0" TRENCH B B AA 6x6-4.5x4.5 PAD WWF REINFORCEMENT (TYP 2 LAYERS) #5 REBARS TOP AND BOTTOM. (TYP 4) 1-1/2" CHAMFER (BEVEL) TOP EDGE BENT TIE REBARS (TYP 4) 8"Ø PIERS (TYP 4) #4x2'-6" @ ALL CORNERS GROUND ROD SLEEVE PLAN VIEW SECONDARY 1" METERING CONDUIT TO REMOTE METER SOCKET PRIMARY 3/4"x9" SLEEVE PLASTIC OR GALVANIZED STEEL 1/2"x10' GROUND ROD BOND GROUND RODS AND TRANSFORMER NEUTRAL SECONDARY TERMINATOR TOGETHER WITH #2/0 BARE CU (BY UTILITY COMPANY) RMC OR RTRC 90° ELBOWS, 36" RADIUS POLYETHYLENE FILM 1"-2" THICK SAND LEVELING BED (NO ROCK) #6 TIE REBARS, BENT (TYP 4) 6" NOTES: 1. CONCRETE: fc >3500 PSI AT 28 DAYS. 2. REINFORCING STEEL: ASTM A 615-60. 3. 6x6-4.5x4.5 WELDED WIRE FABRIC (WWF): ASTM A 185. 4. SOIL: >95 PERCENT PROCTOR DENSITY OR 55 PSI PBV. 5. GENERAL CONTRACTOR TO PROVIDE TRANSFORMER PAD AS SHOWN. E.C. TO COORDINATE CONDUIT ROUGH-IN WITH G.C. 6. VERIFY FINAL REQUIREMENTS AND DIMENSIONS WITH UTILITY COMPANY. PRIMARY CONDUITS SHALL BE CENTERED ALONG BACK EDGE OF BOX-OUT. ALL CONDUITS SHALL EXTEND 1" MAX. ABOVE TOP OF PAD. 1" CONCRETE OVER BACK FILL SECONDARY CONDUITS SHALL BE POSITIONED STARTING AT BACK EDGE OF THE BOX-OUT AND FILLING TOWARDS THE FRONT. ALL CONDUITS SHALL EXTEND 1" MAX. ABOVE TOP OF PAD. 6x6-4.5x4.5 WWF PAD REINFORCEMENT (TYP 2 LAYERS) 1-1/2" CHAMFER TOP EDGE SPILL CONTAINMENT TRENCH ON 4 SIDES OF PAD. 3'-0 WIDE 2'-0" DEEP. SILT FENCE FABRIC LINED AND FILLED WITH 2" SCREENED ROCK. SECTION 'A-A' SECTION 'B-B' GRADE #4 REBARS (REFER TO PLAN VIEW) (4) -10"Ø PIERS 10" 5' - 0 " 5' - 1 " 4" 8" 2" 8' - 8 " 2' - 6 " 3' - 8 " 2' - 6 " 9'-0" 2'-6" 4'-0" 2'-6" 2'-3" 1'-0" 1'-8" 1'-10" 2'-3" 9" 1' - 3 " ALL SIDES 3'-0" TRENCH 6x6-4.5x4.5 PAD WWF REINFORCEMENT (TYP 2 LAYERS) #4 REBARS TOP AND BOTTOM. (TYP 8) 1-1/2" CHAMFER (BEVEL) TOP EDGE BENT TIE REBARS (TYP 4) 10"Ø PIERS (TYP 4) #4x2'-6" @ ALL CORNERS GROUND ROD SLEEVE PLAN VIEW SECONDARY 1" METERING CONDUIT TO REMOTE METER SOCKET B B AA 4"PRIMARY GRADE 3/4"x9" SLEEVE PLASTIC OR GALVANIZED STEEL 1/2"x10' GROUND ROD BOND GROUND RODS AND TRANSFORMER NEUTRAL SECONDARY TERMINATOR TOGETHER WITH #2/0 BARE CU (BY UTILITY COMPANY) RMC OR RTRC 90° ELBOWS, 36" RADIUS POLYETHYLENE FILM 1"-2" THICK SAND LEVELING BED. (NO ROCK) #6 TIE REBARS, BENT (TYP 4) 6" NOTES: 1. CONCRETE: fc >3500 PSI AT 28 DAYS. 2. REINFORCING STEEL: ASTM A 615-60. 3. 6x6-4.5x4.5 WELDED WIRE FABRIC (WWF): ASTM A 185. 4. SOIL: >95 PERCENT PROCTOR DENSITY OR 55 PSI PBV. 5. GENERAL CONTRACTOR TO PROVIDE TRANSFORMER PAD AS SHOWN. E.C. TO COORDINATE CONDUIT ROUGH-IN WITH G.C. 6. VERIFY FINAL REQUIREMENTS AND DIMENSIONS WITH UTILITY COMPANY. ALL CONDUITS SHALL EXTEND 1" MAXIMUM ABOVE CONCRETE AT BOTTOM OF BOX-OUT GRADE PRIMARY AND SECONDARY CONDUITS SHALL BE CENTERED IN BOX-OUTS 6x6-4.5x4.5 WWF PAD REINFORCEMENT (TYP 2 LAYERS) 1"-2" THICK SAND LEVELING BED. (NO ROCK) SPILL CONTAINMENT TRENCH ON 4 SIDES OF PAD. 3'-0 WIDE 2'-0" DEEP. SILT FENCE FABRIC LINED AND FILLED WITH 2" SCREENED ROCK. POLYETHYLENE FILM RMC OR RTRC 90° ELBOWS, 36" RADIUS GRADE #7 BENT TIE REBARS (TYP 6) #4 REBARS (REFER TO PLAN VIEW) (6) -10"Ø PIERS 4" 2" SECTION 'A-A' SECTION 'B-B' 4" 5' - 1 " 5' - 0 " 12" 8' - 8 " 2' -6" 6x6-4.5x4.5 PAD WWF REINFORCEMENT (TYP 2 LAYERS) #4 REBARS TOP AND BOTTOM (TYP 8) BENT TIE REBARS (TYP 6) 10"Ø PIERS (TYP 6) #4x2'-6" @ ALL CORNERS GROUND ROD SLEEVE PLAN VIEW SECONDARYPRIMARY 1" METERING CONDUIT TO REMOTE METER SOCKET B B AA CABLE DUCT BOX-OUT 1" CONCRETE OVER LEVELING BED (BOTH BOX-OUTS) 1-1/2" CHAMFER (BEVEL) TOP EDGE 10'-0" 1'-6" 1' - 3 " 3'-6" 3'-6" 1'-6" 2'-0" 3" 2'-8" 2' - 6 " 2' - 6 " 3' - 8 " 1'-0" 1'-8" 2'-8" 9" ALL SIDES 3'-0" TRENCH 10" 8" 6" 3/4"x9" SLEEVE PLASTIC OR GALVANIZED STEEL 1/2"x10' GROUND ROD BOND GROUND RODS AND TRANSFORMER NEUTRAL SECONDARY TERMINATOR TOGETHER WITH #2/0 BARE CU (BY UTILITY COMPANY) NOTES: 1. CONCRETE: fc >3500 PSI AT 28 DAYS. 2. REINFORCING STEEL: ASTM A 615-60. 3. 6x6-4.5x4.5 WELDED WIRE FABRIC (WWF): ASTM A 185. 4. SOIL: >95 PERCENT PROCTOR DENSITY OR 55 PSI PBV. 5. GENERAL CONTRACTOR TO PROVIDE TRANSFORMER PAD AS SHOWN. E.C. TO COORDINATE CONDUIT ROUGH-IN WITH G.C. 6. VERIFY FINAL REQUIREMENTS AND DIMENSIONS WITH UTILITY COMPANY. SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 5 3 A M ELECTRICAL DETAILS E4.2 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 NO SCALE1 TRANSFORMER PAD DETAIL (25-100 KVA, 1PH) NO SCALE2 TRANSFORMER PAD DETAIL (75-150 KVA) NO SCALE3 TRANSFORMER PAD DETAIL (225-500 KVA) NO SCALE4 TRANSFORMER PAD DETAIL (750-1000 KVA) NO SCALE5 TRANSFORMER PAD DETAIL (1500 KVA) MAJOR IMPACT STUDY 10/31/2025 EMMS UTILITY COMPANY AUTOMATIC DEMAND RESPONSE (ADR) ENERGY REDUCTION SIGNAL MICROGRID ENERGY MANAGEMENT SYSTEM LOAD -TO UPPER HOUSER HOMES ENERGY MANAGEMENT CONTROL AT EACH STRUCTURE • LIGHT REDUCTION • HVAC REDUCTION • PROCESS ENERGY MANAGEMENT • CUSTOM ENERGY MANAGEMENT SEQUENCE GENERATORS (3) OWNERS NETWORK OWNER PROVIDED PERSONAL COMPUTERS OR APP LOADS -UPPER HOUSER HOMES BESS PV SYSTEM -500KW REMOTE ENERGY AND MANAGEMENT DISPLAY RMMD TOTAL ENERGY USAGE ENERGY METER AND MANAGEMENT SYSTEM ENERGY METER AND MANAGEMENT SYSTEM OVERVIEW MOBILE HUMAN MACHINE INTERFACE TO METERS AND CIRCUIT BREAKER TRIP UNITS WITH BLUE TOOTH, CORD- AND-PLUG, OR SIMILAR CONNECTIVITY NOTES: 1. THE MICROGRID ENERGY MANAGEMENT SYSTEM DIAGRAM IS INTENDED TO CONVEY A SIMPLE OVERVIEW OF THE OVERALL SYSTEM, METER TYPES, APPLICATIONS, AND DOES NOT INDICATE QUANTITIES OF METERS, MANUFACTURER REQUIRED WIRING, NOR COMPLETE LIST OF SYSTEM COMPONENTS. 2. REFER TO THE PLAN, RISER DIAGRAMS, AND DISTRIBUTION SCHEDULES FOR APPLICABLE METER TYPES.REFER TO THE SPECIFICATION FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL COORDINATE ALL WIRE SIZES, TYPES, AND REQUIREMENTS WITH THE MANUFACTURER PRIOR TO BID. 4. ALL +120VAC WIRING REQUIRED FOR OPERATION OF THE SYSTEM AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS SHALL BE PROVIDED BY THE CONTRACTOR. 5. ALL LOW VOLTAGE WIRING REQUIRED FOR INTERCONNECTIVITY TO INDIVIDUAL METERS AND THE ENERGY METER AND MANAGEMENT SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR PER MANUFACTURER REQUIREMENTS. 6. CONTRACTOR SHALL OBTAIN PERMISSION FROM THE OWNER PRIOR TO CONNECTING ANY EQUIPMENT TO THE OWNER’S COMMUNICATION NETWORK.CONTRACTOR SHALL COORDINATE LOW-VOLTAGE COMMUNICATION CONNECTIONS WITH THE OWNER. 7. CONTRACTOR SHALL PROVIDE PROVISIONS FOR PROGRAMMING, SYSTEM SETUP, SYSTEM COMMISSIONING, AND OWNER TRAINING FROM A MANUFACTURER BASED REPRESENTATIVE. 8. ADDITIONAL SYSTEM ACCESSORIES REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM SHALL BE PROVIDED WITH POTENTIAL TRANSFORMERS, CURRENT TRANSFORMERS, AND SIMILAR COMPONENTS SELECTED BY THE MANUFACTURER. 9. UTILITY METERING IS INDEPENDENT OF THE METERING AND MANAGEMENT SYSTEM.CONTRACTOR SHALL PROVIDE METER SOCKET AND PROVISIONS PER UTILITY REQUIREMENTS. BESS PV SYSTEM -500KW GENERATOR(S) SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 5 3 A M MICROGRID OPERATION E4.3 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 NO SCALE1MICROGRID ENERGY MANAGEMENT SYSTEM DIAGRAM MICROGRID ORDER OF OPERATIONS –UPPER HOUSER Note: The 500kW PV system sends all power to the owner owned microgrid for the site. State of Power Microgrid Operation Utility Power Present Option 1 –Zero Export • Site operates on utility power. All 500kW PV power is consumed on-site or stored in the BESS. The PCC relay enforces zero export (ANSI 32). • The BESS remains in grid-following mode, charging or discharging as directed by the EMS to maintain PCC = 0 kW. • If PV exceeds load and the battery is full, the EMS curtails PV output to prevent export. Option 2 –Utility-Managed Export Control • Site operates in grid-connected mode with adjustable export limit (0–500 kW). HCE telemetry monitors PCC power via DNP3. • EMS prioritizes on-site loads and BESS charging; excess PV can export up to the programmed ceiling. • HCE may send control signals to raise/lower export or dispatch the BESS for grid support. Option 3 –Utility Partnership Demonstration • Site operates normally while HCE monitors real-time data for voltage, frequency, and export. • EMS maintains export per mutually defined limit. Data is logged for performance evaluation. Utility Power Lost Option 1 –Zero Export • The PCC relay isolates the microgrid from the Utility Grid. • BESS transitions to grid-forming mode and maintains site loads. PV continues to power local circuits through the EMS. • If the BESS batteries get to a low state of charge (30%), the generators will start and after 60 seconds the generators will connect to the microgrid.The microgrid will be set to use the generators at 80% of their rated power at the site elevation.So, if the loads on site are using 60% of the generator’s rated power, the other 20% will be used to charge the batteries.When the batteries reach their upper charge limit they will disconnect the generators and let them cool down and turn off and the site will again run on BESS power. • If the 500kW PV & BESS battery state of charge can power the site, generators will remain off. • This cycle will continue until utility power returns. Option 2 –Utility-Managed Export Control • Same islanding sequence as Option 1. When the grid returns, export resumes only after HCE verification and re-sync. All export setpoints default to 0 kW during islanded operation. Option 3 –Utility Partnership Demonstration • Same as Option 2, with HCE receiving live notifications of island transition and system status through telemetry. Data collected during outage is used for performance reporting. Utility Power Returns All Options – The Microgrid controller will monitor the utility voltage for 5 minutes.If it is stable and within spec, the Microgrid controller will sync the BESS with the grid and then close the motorized breaker reconnecting the site to utility power.The BESS will then revert to operating in grid-following mode. Option 1 –Zero Export • BESS returns to grid-following with zero export enforced. Option 2 –Utility-Managed Export Control • BESS resumes managed export per HCE limit; telemetry confirms PCC within threshold. Option 3 –Utility Partnership Demonstration • System re-sync logged and reported to HCE for review; normal operation resumes. MAJOR IMPACT STUDY 10/31/2025 UTILITY TRANSFORMER BY HCE. 480Y/277V, 3-PHASE, 4-WIRE MMETER BY HCE MAIN DISCONNECT 4000A/3P LSIG AER 800A/3P LSI4000A/3P PV DISCONNECT 800A/3P PV COMBINER PANEL MCB 800A, 480Y/277V, 3-PH, 4W 16 0 0 A / 3 P LS I G BESS DISCONNECT 1600A/3P BESS INVERTER BATTERY STORAGE CONTAINER 1,250kW/ 2,508kWh 480V, 3-PH, 4W 60 0 A / 3 P LS I G N GEN 1 350KW PROPANE GENERATOR 290KW DERATED DISTRIBUTED ENERGY RESOURCE INPUTS 500KW OF PV INVERTERS TO 500KW PV FIELD 1600A/3P LSIG TMV-MAIN 480V:12470V 3PH, 1000KVA PADMOUNTED MV TRANSFORMER 60 0 A / 3 P LS I DEAD BREAK SC-1 SECTIONALIZING SWITCH 200A, 15KV LOAD BREAK LOAD BREAK TMV-AB 12470KV:208V 3PH, 300KVA PAD-MOUNTED MV TRANSFORMER TO ACTIVITY BARN. TMV-GC2 GUEST CABIN 2 12470V:208Y/120V 3PH, 75KVA PAD-MOUNTED TRANSFORMER MH-2 MANHOLE TO GUEST CABIN 2. TMV-CB COMMUNITY BARN 12470V:208Y/120V 3PH, 500KVA PAD-MOUNTED TRANSFORMER TO COMMUNITY BARN. TMV-MR MAIN RESIDENCE 12470V:208Y/120V 3PH, 500KVA PAD-MOUNTED TRANSFORMER TO MAIN RESIDENCE. TMV-GC3 GUEST CABIN 3 12470V:208Y/120V 3PH, 75KVA PAD-MOUNTED TRANSFORMER TO GUEST CABIN 3. TMV-GC4 GUEST CABIN 4 12470V:208Y/120V 3PH, 150KVA PAD-MOUNTED TRANSFORMER TO GUEST CABIN 4. MICROGRID SWITCHGEAR & CONTROLLER 4000A, 480Y/277V, 3PH, 4W MAIN SERVICE DISCONNECT & CT CABINET LSIG AER MICROGRID CONTROLLER CONTROL CONNECTIONS TO DISTRIBUTED ENERGY RESOURCES 5 SETS OF (3#400 & #4/0GND) IN 4"C (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C 50A FUSE MH-1 MANHOLE (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C (3#2AL & #6GND) IN 4"C MV-105, 133%, 15KV CONDUCTOR + (1) SPARE 4"C 2 SETS OF (4#350 & #1GND) IN 3"C 2 SETS OF (4#350 & #1GND) IN 3"C 5 SETS OF (4#300 & #4/0GND) IN 3"C 2 SETS OF (3#600 & #1/0GND) IN 4"C INTERNAL TO BESS 11 SETS OF (3#500 & #500GND) IN 4"C SEE GROUNDING DETAIL 11 SETS OF (3#500) IN 4"C 1500KVA ISOLATION TRANSFORMER 480Y/277V, 3-PHASE, 4-WIRE 2 SETS OF (3#600 & #1/0GND) IN 4"C SEE DETAIL E4.3/1 FOR MICROGRID CONTROLLER ORDER OF OPERATIONS AND SYSTEM INFORMATION 50A FUSE TR-UTILITY 480V:208Y/120V 3PH, 45KVA PAD-MOUNTED, DRY TYPE TRANSFORMER 100A/3P LSI PANEL UTILITY 125A, MCB, 208Y/120V, 3-PH, 4W, NEMA 3R TO SNOWMOBILE SHED. PANEL HU 100A, MCB, 480Y/277V, 3-PH, 4W, NEMA 3R 10 0 A / 3 P T-AB STEP-UP TRANSFORMER 208V:480V, 10kVA, 1-PH PANEL AB SITE LIGHTING 60A, MCB, 480V, 1-PH, 3W, NEMA 3R 8 BREAKER PANEL T-CG3 STEP-UP TRANSFORMER 208V:480V, 10kVA, 1-PH PANEL GC3 SITE LIGHTING 60A, MCB, 480V, 1-PH, 3W, NEMA 3R 8 BREAKER PANEL T-MR STEP-UP TRANSFORMER 208V:480V, 10kVA, 1-PH PANEL MR SITE LIGHTING 60A, MCB, 480V, 1-PH, 3W, NEMA 3R 8 BREAKER PANEL (4#1/0AL & #8GND) IN 2"C (3#3 & #6GND) IN 1-1/4"C (4#1/0 & #6GND) IN 2"C (2#4 & #10GND) IN 1"C (3#10 & #10GND) IN 1"C GROUNDING DETAIL -E4.0/8 N G (2#4 & #10GND) IN 1"C DISCONNECT AB SITE LIGHTING 60A DISCONNECT, 60A FUSE, 208V, 1-PH, NEMA 3R (2#4 & #10GND) IN 1"C (3#10 & #10GND) IN 1"C GROUNDING DETAIL -E4.0/8 N G (2#4 & #10GND) IN 1"C DISCONNECT GC3 SITE LIGHTING 60A DISCONNECT, 60A FUSE, 208V, 1-PH, NEMA 3R (2#4 & #10GND) IN 1"C (3#10 & #10GND) IN 1"C GROUNDING DETAIL -E4.0/8 N G (2#4 & #10GND) IN 1"C DISCONNECT MR SITE LIGHTING 60A DISCONNECT, 60A FUSE, 208V, 1-PH, NEMA 3R 2 SETS OF (3#600 & #1/0GND) IN 4"C 5 SETS OF (4#300 & #4/0GND) IN 3"C 5 SETS OF (4#300 & #4/0GND) IN 3"C 60 0 A / 3 P LS I GEN 3 FUTURE 2 SETS OF 3"C WITH PULL STRING GEN 2 350KW PROPANE GENERATOR 290KW DERATED SPD (MOTORIZED BREAKER, TO BE CONTROLLED BY BESS) ELECTRICAL -RISER DIAGRAM NOTES: 1. THE RISER DIAGRAM IS INTENDED TO CONVEY THE COMPONENTS OF THE ELECTRICAL DISTRIBUTION SYSTEM. REFER TO ELECTRICAL DRAWINGS, DETAILS, DISTRIBUTION / PANEL / EQUIPMENT / EQUIPMENT CONNECTION SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. SHORT CIRCUIT CURRENT RATINGS (SCCR) FOR EQUIPMENT ARE MINIMUM REQUIREMENTS FOR BUSS BRACING AND DEVICE RATING. ALL EQUIPMENT SHALL BE FULLY RATED UNLESS SPECIFICALLY NOTED AS SERIES RATED. 3. TRANSFER SWITCHES (SCCR) RATINGS ARE INTENDED AS WITHSTAND AND CLOSE RATINGS (WCR). 4. THE BASIS OF DESIGN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DERATING AND SIZING CONDUCTORS AND CONDUITS TO EQUAL OR EXCEED AMPACITY OF THE BASIS OF DESIGN CIRCUITS WHEN ALTERNATIVE METHODS OR MATERIALS OTHER THAN THE BASIS OF DESIGN ARE APPLIED. a. RACEWAY: EMT UNLESS OTHERWISE NOTED b. FEEDER CHARACTERISTICS: ALL CURRENT CARRYING CONDUCTORS SHALL BE COPPER UNLESS NOTED OTHERWISE. CONDUCTOR SIZES ARE BASED ON AMERICAN WIRE GAUGE AWG AND KCMIL THOUSANDS OF CIRCULAR MIL. REFER TO SPECIFICATION SECTION 25 05 13 WIRE AND CABLE FOR ADDITIONAL INFORMATION c. GROUNDING AND BONDING CONDUCTORS SHALL BE COPPER. d. CONDUCTORS (MOTORS): COPPER e. CONDUCTOR LENGTHS LISTED IN RISER DIAGRAMS AND SCHEDULES ARE FOR ENGINEERING CALCULATIONS AND SHALL NOT BE USED FOR BIDDING PURPOSES. f. [AL] INDICATES ALUMINUM CONDUCTOR g. [BLANK] OR [CU] INDICATES COPPER CONDUCTOR 5. PROVIDE GROUNDING ELECTRODE AND BONDING SYSTEM PER CODE REQUIREMENTS. PROVIDE THE FOLLOWING MINIMUM CONNECTIONS AND COMPONENTS. REFER TO SPECIFICATION SECTION 26 05 26 GROUNDING AND BONDING AND DETAILS WHEN APPLICABLE: a. ELECTRICAL GROUND FIELD b. CONCRETE-ENCASED GROUNDING ELECTRODE (UFER) c. METALLIC WATER MAIN d. BUILDING STEEL, EFFECTIVELY GROUNDED e. INTERSYSTEM BONDING TERMINAL [IBT] f. GROUND RING ENCIRCLING STRUCTURE 6. DRY TYPE TRANSFORMER AND SEPARATELY DERIVED SYSTEMS. PROVIDE GROUNDING ELECTRODE CONDUCTOR FOR SEPARATELY DERIVED SYSTEM. ROUTE TO STRUCTURAL BUILDING STEEL WHEN AVAILABLE. OTHERWISE ROUTE TO MAIN GROUNDING ELECTRODE SYSTEM. 7. PROVIDE O.Z. GEDNEY OR EQUAL GROUND BUSHING FOR ALL SERVICE AND FEEDER RACEWAYS BONDED TO GROUND BUS WITH CONDUCTOR SIZED TO MAXIMUM FEEDER GROUND CAPACITY. 8. CONDUCTORS AND GROUND SIZES ON THE LINE AND LOAD SIDES OF ALL DISCONNECT SWITCHES SHALL BE IDENTICAL UNLESS NOTED OTHERWISE. 9. REFER TO COVER SHEET FOR ADDITIONAL EQUIPMENT TAG INFORMATION (SPD-#, M-#, ETC). 10. REFER TO GROUNDING ELECTRODE SYSTEM AND BONDING DETAILS a. EGC –EQUIPMENT GROUNDING CONDUCTOR b. GEC –GROUNDING ELECTRODE CONDUCTOR c. SSBJ –SUPPLY SIDE BONDING JUMPER 11. CIRCUIT BREAKER CHARACTERISTICS AND ACCESSORIES: a. [CB] INDICATES CIRCUIT BREAKER b. [FU] INDICATES FUSED SWITCH c. [NF] INDICATES NON-FUSED SWITCH d. [MLO] INDICATES MAIN LUG ONLY e. [MCB] INDICATES MAIN CIRCUIT BREAKER f. [LSI] INDICATES FEATURES PROVIDED WITH SOLID STATE CIRCUIT BREAKER [LONG TIME (W/DELAY), SHORT TIME (W/DELAY), INSTANTANEOUS, GROUND FAULT] g. [GF] INDICATES GROUND FAULT RELAY h. [AER] INDICATES ARC ENERGY REDUCTION SYSTEM i. [100% RATED] INDICATES INSULATED CASE BREAKER RATED FOR FULL CONTINUOUS CAPACITY OF CIRCUIT BREAKER NAMEPLATE j. [DRAW] INDICATES DRAWOUT DEVICES k. [LOCK] INDICATES PADLOCK HASP l. [RED] INDICATES RED HANDLE m. [SHUNT] INDICATES SHUNT TRIP BREAKER SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 5 3 A M ELECTRICAL ONE-LINE UPPER HOUSER E5.1 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) NO SCALE1 ELECTRICAL ONE-LINE 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 UH Service size per Connected Current @ 480V 3-ph, A 938.83 A UH Service size per NEC Table 220.84(B) @ 44% DF of Connected Load, kW 780.53 kW Total Demand Amps @ 480V 3-ph, A 1132 ATotal:UH Micro-Grid Total, kW 1,773.92 940.83 9469 1 Community Barn 605.217 310.410 862 Yes Yes 4 2 Yes 4561 1 Activity Barn 254.466 125.683 349 - - 3 2 - 14200 1 Main Residence 590.649 323.280 897 - Yes 4 3 Yes 2313 1 Guest Cabin 4 135.255 69.337 192 - - 1 1 - 1565 1 Guest Cabin 3 111.432 65.661 182 - - 1 1 - 1499 1 Guest Cabin 2 76.903 46.458 129 - - 1 1 - Area SQFT # of Buildings Building Connected Load, kW Demand Load, kW Demand Amps 208V 3-ph, A Pool Spa # EV Chargers # Bike Chargers Electrical Room Clearance Required, NEC 110.26(C) CIRCUIT KEY NOTES: *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. Generator 0 kVA 0.00%0 kVA TOTAL ESTIMATED DEMAND AMPS:3,437.7 Power Loads - UH & Panel Utility 941.51 kVA 100.00%941.51 kVA TOTAL CONNECTED AMPS:2986.67 A BESS 1000 kVA 125.00%1250 kVA TOTAL ESTIMATED DEMAND LOAD:2858.07 kVA PV System 500 kVA 125.00%625 kVA TOTAL CONNECTED LOAD:2483.07 kVA Power 41.56 kVA 100.00%41.56 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY (INCLUDES ALL TUBS IN THIS PANEL) 10 SPARE 0 kVA 3 200 200 -------- 9 SPARE 0 kVA 3 400 400 -------- 8 Loads - UH Site 941.51 kVA 3 1,600 1,600 7 Loads - Panel Utility 41.56 kVA 3 100 100 6 Generator 3 0 kVA 3 600 600 5 Generator 2 0 kVA 3 600 600 4 Generator 1 0 kVA 3 600 600 3 BESS 1000 kVA 3 1,600 1,600 2 PV System 500 kVA 3 800 800 1 SPD 0 kVA 3 50 50 -------- CKT LOAD DESCRIPTION Load POLES FRAME TRIP TYPE ACC.WIRE AND RACEWAY CIRCUIT KEY NOTES: SCCR:65 kA LOCATION:UTILITY FIELD WIRE:4 FED FROM:UTILITY, HCE GROUND BUS PHASE:3 ENCLOSURE:NEMA 3R SOLID NEUTRAL VOLTS:480/277 Wye MAIN:4,000 MCB MICROGRID AE R MAJOR IMPACT STUDY 10/31/2025 SIGNATURE DATE STAMP SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT: Heritage Ranch Advisors POOL CONSULTANT: Water Design Inc. 10 / 2 8 / 2 0 2 5 1 0 : 3 6 : 5 6 A M ELECTRICAL LOAD CALCULATIONS E6.0 KML 08/07/2025 24004520.00 COORDINATION SET (NOT FOR CONSTRUCTION) 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 www.imegcorp.com IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #24004520.00 TOTAL (Amps@208V, 3PH)129 TOTAL DEMAND (VA)46458Load Total TOTAL CONNECTED (VA)76903 220.82(C)Demand Subtotal (VA) Per 220.82(C)16162 220.82(C)Heating and Air-Conditioning General Subtotal (VA)16162 WWHP-1 8653 HP-3-09 1747 HP-2-09 1747 220.82(C)(2) HP-1-36 4014 Demand Subtotal (VA)30297 > 10kVA 40% D. F.20297 220.82(B) General Lighting & Receptacles Demand <10kVA 100& D.F.10000 General Load Subtotal (VA)60741 HT-1, Roof Heat Trace 9360 WS-1 500 GFS-1 600 FP-1 3120 B-1 600 HWG-1 4500 H-1 3994 EC-1 1000 ERV-1 347 220.82(B)(4) EF's 360 E-Bike & ATV Charging Outlet (2)3600 EV Charger (1)8320 Motorized window shades 2500 TVs (3)1800 Gas Firepit 120 Gas Fireplace 120 Dryer 5000 Refrigerator 720 Undercounter Refrigerator 500 Garbage Disposal 1176 Coffee Maker 1000 Dishwasher 1200 Microwave 1200 220.82(B) Kitchen: Laundry 1500 220.82(B)(2) Small Appliances 3000 220.82(B)(1) General Lighting & Receptacles - 3VA/sq.ft.4605 Total Sq Ft 1535 GC2 Load Calculation per NEC 220.82 TOTAL (Amps@208V, 3PH)182 TOTAL DEMAND (VA)65661Load Total TOTAL CONNECTED (VA)111432 220.82(C)Demand Subtotal (VA) Per 220.82(C)25147 220.82(C)Heating and Air-Conditioning General Subtotal (VA)25147 HP-3 8382 HP-2 8382220.82(C)(2) HP-1 8382 Demand Subtotal (VA)40514 > 10kVA 40% D. F.30514 220.82(B) General Lighting & Receptacles Demand <10kVA 100& D.F.10000 General Load Subtotal (VA)86285 Deicing/ Roof Heat Trace 7205 Pumps, 208V 3661 Pumps, 120V 4392 B-1 600 WWHP-1 21076 WH-1 12000 H-1 3994 EC-1 1000 ERV-1 347 220.82(B)(4) Motors EF's 300 E-Bike Charging Outlet 1800 (1) EV Charger 8320 Motorized window shades 1500 TVs (3)1800 Gas Firepit 120 Gas Fireplace 120 Dryer 5000 Refrigerator 720 Garbage Disposal 1176 Coffee Maker 1000 Dishwasher 1200 Microwave 1200 220.82(B)(3) Appliances Kitchen: Laundry 1500 220.82(B)(2) Small Appliances 1500 220.82(B)(1) General Lighting & Receptacles - 3VA/sq.ft.4755 Total Sq Ft 1585 GC3 Load Calculation per NEC 220.82 TOTAL (Amps@208V, 3PH)192 TOTAL DEMAND (VA)69337Load Total TOTAL CONNECTED (VA)135255 220.82(C)Demand Subtotal (VA) Per 220.82(C)15392 220.82(C)Heating and Air-Conditioning General Subtotal (VA)15392 CU-2 7696 220.82(C)(2) CU-1 7696 Demand Subtotal (VA)53945 > 10kVA 40% D. F.43945 220.82(B) General Lighting & Receptacles Demand <10kVA 100& D.F.10000 General Load Subtotal (VA)119863 Deicing/ Roof Heat Trace 36027 BP-1 600 FP-1 3120 Pump, P-4 1176 Pump, P-3 528 Pump, P-2 1176 Pump, P-1 1920 B-1 600 CP-1 240 WHG-1 12000 MAU-1 10000 H-1 3994 EC-1 1000 ERV-1 347 220.82(B)(4) Motors EF's 400 E-Bike Charging Outlet 1800 (1) EV Charger 9600 Dryer (1)5000 Motorized window shades 3000 TVs (3)1800 Gas Firepit 120 Gas Fireplace 120 Wine Fridge 720 Hood 1200 Range, Gas 100 Oven 5000 Refrigerator 720 Garbage Disposal 1176 Dishwasher 1200 Microwave 1200 220.82(B)(3) Appliances Kitchen Equipment: Laundry 1500 220.82(B)(2) Small Appliances 4500 220.82(B)(1) General Lighting & Receptacles - 3VA/sq.ft.7980 Total Sq Ft 2660 GC4 Load Calculation per NEC 220.82 TOTAL (Amps@208V, 3PH)897 TOTAL DEMAND (VA)323280Load Total TOTAL CONNECTED (VA)590649 220.82(C)Demand Subtotal (VA) Per 220.82(C)135034 220.82(C)Heating and Air-Conditioning General Subtotal (VA)135034 HP-12 11253 HP-11 11253 HP-10 11253 HP-9 11253 HP-8 11253 HP-7 11253 HP-6 11253 HP-5 11253 HP-4 11253 HP-3 11253 HP-2 11253 220.82(C)(2) HP-1 11253 Demand Subtotal (VA)188246 > 10kVA 40% D. F.178246 220.82(B) General Lighting & Receptacles Demand <10kVA 100& D.F.10000 General Load Subtotal (VA)455615 Geo Loop Circ 22192 Geo Field Circ 12033 Pump, 208V - Snow Melt 2746 Pumps,120V 13464 WH-1, 2 20000 MAU-1, 2 17500 WWHP-1-4 46835 H-1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 43930 EC-1 9500 ERV-1 1664 B-1, 2, 3 5760 E-Bike Chargers 5400 (4) EV Charger @ 100%38400 Overhead Doors (3)3600 Oxygen System 3800 Charging in Garage General Equipment 10000 Family Room Bar 3800 Wine Room 5000 Motorized window shades 5000 TVs (8)4800 Electric Heaters 40000 Steam Shower (1)10000 Gas Firepit 360 Gas Fireplace 600 Hot Tub 9984 Fitness Room 5400 Dryer (1)15000 Hood 720 Range 5000 Oven 16000 Refrigerator/ Freezer(s)2160 Grill 240 Disposal 3528 Pizza Oven 10000 Dishwasher 2400 Coffee Maker 1000 Microwave 1200 UC Refrigerator 2000 220.82(B)(3) Appliances Kitchen Equipment: Laundry 4500 220.82(B)(2) Small Appliances 7500 220.82(B)(1) General Lighting & Receptacles - 3VA/sq.ft.42600 Total Sq Ft 14200 MR Load Calculation per NEC 220.82 TOTAL (Amps@208V, 3PH)862 TOTAL DEMAND (VA)310410Load Total TOTAL CONNECTED (VA)605217 220.82(C)Demand Subtotal (VA) Per 220.82(C)103872 220.82(C)Heating and Air-Conditioning General Subtotal (VA)103872 HP-8 12984 HP-7 12984 HP-6 12984 HP-5 12984 HP-4 12984 HP-3 12984 HP-2 12984 220.82(C)(2) HP-1 12984 Demand Subtotal (VA)206538 > 10kVA 40% D. F.196538 220.82(B) General Lighting & Receptacles Demand <10kVA 100& D.F.10000 General Load Subtotal (VA)501345 Geo Field Pumps 22192 Geo Loop Pumps 12033 Pumps, 120V 10896 WWHP-1-8 93669 WH-1 15000 MAU-1, 2, 3 67500 H-1-8 36864 EC-1, 2 12000 ERV-1 347 B-1,2,3 5760 HWG-1 3840 220.82(B)(4) Motors EF's 500 Deicing/ Roof Heat trace 28821 (4) EV Charger 38400 TVs (5)2500 Projector and Screen 1800 Popcorn Maker 1000 Theater: Motorized Shades 2500 Sauna 6240 Massage Room 800 Dryer 10000 Gas Firepit (1)240 Steam Shower - Lockers 20000 Gym Equipment 3900 UC Refrig. (2) - Spa area 1400 UC Refrig. (2) - Fitness Room 1400 Bev. Disp.1000 Dishwasher 1200 UC Refrig.2100 Wine Fridge 1000 Kitchen Equipment - Back Bar: Wood Grill 120 Smoker 1000 Pizza Oven 6000 UC Refrig.400 BBQ Grill 200 Kitchen Equipment - Exterior Kitchen: Garbage Disposal (2)2352 Refrigerator/ Freezers 1440 Oven Base 1800 Oven/ Range Combo (2)16000 Ice Maker 2600 Dishwasher 1200 Kitchen Equipment - Kitchen: Garbage Disposal 1176 Walk-in Cooler 6240 Walk-in Freezer 6240 Dishwasher (2)2400 220.82(B)(3) Appliances Kitchen Equipment - Prep Kitchen: Laundry 3000 220.82(B)(2) Small Appliances 12000 220.82(B)(1) General Lighting & Receptacles - 3VA/sq.ft.32274 Total Sq Ft 10758 CB Load Calculation per NEC 220.82 TOTAL (Amps@208V, 3PH)349 TOTAL DEMAND (VA)125683Load Total TOTAL CONNECTED (VA)254466 220.82(C)Demand Subtotal (VA) Per 220.82(C)29827 220.82(C)Heating and Air-Conditioning General Subtotal (VA)29827 HP-3 9942 HP-2 9942220.82(C)(2) HP-1 9942 Demand Subtotal (VA)95856 > 10kVA 40% D. F.85856 220.82(B) General Lighting & Receptacles Demand <10kVA 100& D.F.10000 General Load Subtotal (VA)224639 Pump, 240V - Snow Melt Zone 1830 Pumps, 120V 8160 WWHP-1 11709 B-1, 2, 3 3600 WH-1 12000 H-1, 2, 3 11981 EC-1 1000 ERV-1 347 EF's 300 220.82(B)(4) Motors Deicing/ Roof Heat Trace 28821 E-Bike Charger (2)3600 EV Chargers - Level 2 (2)19200 Snowmobiles - Level 2 Chargers (2)19600 Air Compressor 4992 Overhead Door 2400 TVs 300 Gun Vault 1200 Boot Dryer (4)7200 Dryer 10000 Wine Fridge 1700 Refrigerator 720 Disposal 1176 Microwave 1200 Dishwasher 1200 Freezer - Fish Cleaning 800 Freezer Chest - Fish Cleaning 1800 Bev. Disp. - Assembly Hall 700 Refrig. - Assembly Hall 800 Electric Heaters - Observatory 30000 Gas Fireplace 120 Dishwasher 1200 Wine Fridge 500 UC Refrig 1600 Bar Lounge: Oven 8000 Dishwasher 1200 Gas Range and Hood 1200 Microwave 1000 Ref/ Freezer 1800 220.82(B)(3) Appliances Kitchenette: Laundry 3000 220.82(B)(2) Small Appliances 3000 220.82(B)(1) General Lighting & Receptacles - 3VA/sq.ft.13683 Total Sq Ft 4561 AB Load Calculation per NEC 220.82 MAJOR IMPACT STUDY 10/31/2025 Summary of Compliance with Garfield County Building Department Requirements Sweetwater Ranch 4894 Sweetwater Road Gypsum, CO 81637 October 31, 2025 Based on documentation provided by the Garfield County Building Department, a roof snow load of 50 PSF is required for commercial buildings at Sweetwater Ranch’s PV System site elevation of 7900’. To evaluate the snow loads on the tracker and the module at the site, the tracker manufacturer, Array Technologies, Inc (ATI), requires a ground snow load value. Sunsense provided them with a 90 PSF ground snow load value for the site based on the 2016 Colorado Design Snow Loads document published by the Structural Engineers Association of Colorado (SEAC). This value was based on the following: Pg 89 PSF (Ground Snow Load) Pg = max[(k/100)*A^3, 25] A 7.910 1000-ft (Altitude in 1000-ft) Input Value k 18 (Constant from map) Input Value (The calculated snow load value of 89 PSF was rounded up to 90 PSF) ATI uses the ground snow load value in its modelling software to evaluate the loads on the structure and produces uplift and down load values for the module based on the ground snow load, importance factor and wind load . The attached document “DuraTrack HZ v3 – Module Pressure” shows a max down pressure of 1564 Pa (32.66 PSF) and a max uplift pressure of -1478 Pa (-30.87 PSF) for the module on the tracker at the site. The second document, provided by the module manufacturer, Silfab Solar, states the allowable test and design loads for their modules based on how the module is mounted to the ATI Tracker. For this project, we will be using the Silfab 580 XM+ bifacial solar module (SIL-XXX XM+ on the chart) and the attachment configuration will be “1400mm Purlin.” The chart gives test load values of +2400Pa/-2400Pa and the design load values, with an applied safety factor of 1.5, of +1600Pa/-1600Pa. The allowable design load values, +1600Pa/-1600Pa, are above the modelled site-specific load values of 1564Pa / -1478Pa and so ATI and Silfab Solar deem the module to be sufficient to withstand the loads at the site. Supporting documentation from the manufacturer is provided below for reference. Exhibit A3 NTC SIL-580 XM+ BIFACIAL NEXT-GENERATION N-TYPE CELL TECHNOLOGY Manufactured exclusively in the USA. • Improved Shade Tolerance • Improved Low-Light Performance • Increased Performance in High Temperatures • Efficient Bifacial Energy Yield • Enhanced Durability • Reduced Degradation Rate • 25-Year Product Warranty/ 30-Year Performance Warranty PV MODULERELIABILITY SCORECARD 2025TOP P E RFORME R SILFABSOLAR.COM ELECTRICAL SPECIFICATIONS Test Conditions STC BSTC NOCT Module Power (Pmax)Wp 580 632.8 428.2 Maximum power voltage (Vpmax)V 44.27 44.27 40.73 Maximum power current (Ipmax)A 13.10 14.29 10.51 Open circuit voltage (Voc)V 52.27 52.32 48.08 Short circuit current (Isc)A 13.85 15.11 11.12 Module efficiency %22.4% Maximum system voltage (VDC)V 1500 Series fuse rating A 30 Power Tolerance Wp 0 to +10 Bifaciality Factor %80 ± 10 Performance conditions: Measurement tolerance ≤ 3% • Standard Test Conditions (STC): 1000 W/m², AM 1.5, Temperature 25 °C • Nominal Operating Cell Temperature (NOCT): 800 W/m², AM 1.5 • Bifacial Standard Test Conditions (BSTC): 1000 W/m2 + φ × 135 W/m2 , φ = 80 % , AM 1.5 • Electrical characteristics may vary by ±5%. WARRANTIES Module product workmanship warranty 25 years** Linear power performance guarantee 30 years ≥ 98% end 1st yr ≥ 94.7% end 12th yr ≥ 90.8% end 25th yr ≥ 89.3% end 30th yr TEMPERATURE RATINGS Temperature Coefficient Isc 0.04 %/°C Temperature Coefficient Voc -0.24 %/°C Temperature Coefficient Pmax -0.29 %/°C NOCT (± 2°C)45 °C Operating temperature -40/+85 °C SHIPPING SPECS Modules Per Pallet:29 California (Pallets per load)21 Others (Pallets per load)22 CERTIFICATIONS Product UL 61215, UL 61730, CSA C22.2#61730, IEC 61215, IEC 61730, IEC 61701 (Salt Mist Corrosion), IEC 62716 (Ammonia Corrosion), CEC Listed, UL Fire Rating: Type 1 Factory ISO9001:2015 MECHANICAL PROPERTIES / COMPONENTS METRIC IMPERIAL Module weight 28.5 kg ± 0.2 kg 62.8 lbs ± 0.4 lbs Dimensions (H x L x D)2278 mm x 1133 mm x 35 mm 89.7 in x 44.6 in x 1.4 in Maximum surface load (wind/snow)*2400 Pa rear load / 5400 Pa front load 50.1 lb/ft2 rear load / 112.8 lb/ft2 front load Hail impact resistance ø 25 mm at 83 km/h ø 1 in at 51.6 mph Cells 144 Half cells - N-Type Silicon solar cell 182 mm x 91 mm 144 Half cells - N-Type Silicon solar cell 7.16 in x 3.58 in Glass 3.2 mm high transmittance, tempered, anti-reflective coating 0.126 in high transmittance, tempered, anti-reflective coating Cables and connectors (refer to installation manual)1350 mm, ø 5.7 mm, EVO2 from Staubli 53.1 in, ø 0.22 in (12 AWG), EVO2 from Staubli Backsheet High durability, superior hydrolysis and UV resistance, multi-layer dielectric film, transparent PV backsheet Frame Anodized Aluminum (Silver) Junction Box UL 3730 Certified, IEC 62790 Certified, IP68 rated, 3 diodes * Warning. Read the Safety and Installation Manual for mounting specifications and before handling, installing and operating modules. ** 12 year extendable to 25 years subject to registration and conditions outlined under “Warranty” at silfabsolar.com. PAN files generated from 3rd party performance data are available for download at: silfabsolar.com/downloads. 580 Si d e Ba c k V i e w 89.7" [2278mm] 1. 4 " [ 3 5 m m ] 44 . 6 " [ 1 1 3 3 m m ] 53.15" [1350mm] Cable Length 31.1" [790mm] 15.7" [400mm] 43 " [ 1 0 9 3 m m ] 17.3" [439mm] 17.3" [439mm] Mounting Hole (x4 - 12x7) Tracker Mounting Hole (x8 - 10x7)8" [200mm] 55.1" [1400mm] 2.4" [60mm]Ø0.17" [Ø4.2mm] (x2) Grounding Hole31.1" [790mm] 15.7" [400mm]Drainage Hole (x8) 1.4" [35mm] 1. 4 " [ 3 5 m m ] 0.06" [1.5mm] 0.5" [12mm] 0. 3 " [ 7 m m ] 0. 6 " [ 1 5 m m ] Pr o f i l e 1770 Port Drive Burlington WA 98233 USA T +1 360.569.4733 info@silfabsolar.com SILFABSOLAR.COM 7149 Logistics Lane Fort Mill SC 29715 USA T +1 839.400.4338 240 Courtneypark Drive East Mississauga ON L5T 2Y3 Canada T +1 905.255.2501 F +1 905.696.0267 Sales & Customer Support T +1.833.998.6642 Silfab - SIL-580-XM+-BIFACIAL 20250527 No reproduction of any kind is allowed without permission. Data and information is subject to modifications without notice. © Silfab Solar Inc., 2024. Silfab Solar® is a registered trademark of Silfab Solar Inc. SILFAB SOLAR INC. Up to 1° OF SLOPE CHANGE PILE-TO-PILE UP TO 98% LESS GRADING UP TO 18% LESS STEEL IN FOUNDATION UNLEVEL THE PLAYING FIELD Array OmniTrack™ The newest tracking solution in the industry, delivers all the benefits of Array’s flagship product DuraTrack— high reliability, durability, and performance—with the added benefits of enhanced N/S terrain flexibility and minimized site grading. The premier solution for unlevel site terrain, OmniTrack’s flexible design allows for more slope without sacrifice. Requiring significantly less grading and civil works permitting, OmniTrack saves time and money. Leading Terrain Adaptability Our flexibly linked architecture, with articulating driveline joints and forgiving tolerances, creates the most adaptable system on the market for following natural land contours while creating the greatest power generation potential from every site. Built in Expert Terrain Analysis Determine the banding of your site’s slope and get terrain analysis with your OmniTrack purchase. Avoid unnecessary environmental regulation challenges, reduce grading and steel costs, and optimize your site’s production. Minimize Site Grading OmniTrack’s flexible design works with the land, not against it. Its terrain following technology allows for installation on hilly terrain, minimizing the need for grading, which leads to faster permitting and quicker implementation. Less site grading also saves time from reseeding. Less Environmental Impact Engineered to reduce or eliminate grading, OmniTrack™ maintains natural terrain. This leads to far less ground disturbance, which preserves natural water flow and protects the surrounding land from erosion. 32 LINKED ROWS PER DRIVE MOTOR UP TO +/-52° TRACKING RANGE OF MOTION ARRAY TECHNOLOGIES, INC. 3901 Midway Place NE Albuquerque, NM 87109 USA +1 505.881.7567 +1 855.TRACKPV (872.2578) +1.505.881.7572 sales@arraytechinc.comarraytechinc.com STRUCTURAL & MECHANICAL FEATURES/SPECIFICATIONS Tracker Type Horizontal single axis (1 module in portrait) Ground Cover Ratio (GCR) Site configurable. Typical: 28-45% Linked Rows per Drive Motor Up to 32 Drive Type Rotating gear drive connected by drivelines (no driveline or bearing lubrication required) Array Height Torque Tube Elevation: 54” standard, adjustable (48” min height above grade) Tracking Range of Motion +/- 52° Terrain Flexibility (N-S) Up to 8.5° standard (up to 15° optional) and up to 1° slope change in torque tube Terrain Flexibility (E-W) Up to 25° combined angle Wind Protection Autonomous passive mechanical system No sensors or grid power required to activate Max Wind Speed 140 mph (225 km/h) per ASCE 7-10 (3-second gust) Operating Temp Range Standard: -4°F to 140°F (-20°C to 60°C) Optional: -40°F to 104°F (-40°C to 40°C) Materials Pre-galv steel, HDG steel and aluminum structural members, as required MODULE COMPATIBLITY c-Si Modules per Row (1500V DC)Typical: 84-112 Maximum: 120 First Solar Modules per Row (1500V DC)Series 6 Plus: 84-108 Series 7: 96-114 Modules Supported Most commercially available, including framed or frameless crystalline, thin film, bifacial, and back rails Module Attachment Single fastener, high-speed mounting clamps with integrated grounding. Traditional rails for crystalline in landscape, custom racking for thin film and frameless crystalline and bifacial per manufacturer specs CONTROL SYSTEM DETAILS Baseline Solar Tracking Method SANDIA’s Ephemeris Model Control Electronics SmarTrack Controller Site Data Controller 6X Motor Controllers Communications MODBUS TCP Backtracking Yes (Optional terrain adaptive backtracking with SmarTrack) Diffuse Light Response Optional with SmarTrack Night-time Stow Yes (configurable) Tracking Accuracy +/- 2° Motor Type 2HP, 3 Phase, 480V AC INSTALLATION, OPERATION, AND MAINTENANCE Annual Power Consumption (kWh per 1 MW)Approximately 310 kWh per MW PE Stamped Structural Calcula-tions & Drawings Yes On-site Training and System Commissioning Yes Connection 100% bolted connections. No drilling, cutting or welding on-site or in-field fabrication Scheduled Maintenance None required Module Cleaning Compatibility Robotic, Tractor, Manual Warranty 10 years structural; 5 years drive and controls components Array Technologies, Inc. reserves the right to make changes without notice.AOS-99-DS-0019 - REV 1.2 - 04OCTOBER2023 High Power Density Higher density means more power and more profit. OmniTrack offers the unique ability to maximize the power density of each site, boasting up to 120 modules per row and higher density than our closest competition. Fewer Components. Greater Reliability. Array was founded on a philosophy of engineered simplicity. Minimizing potential failure points with fewer components than competitors, OmniTrack consistently delivers higher reliability and superior uptime. Project:Sweetwater Customer:Sunsense SILFAB SIL-580 XM+ The Wind Speed (mph) is 115 Size:0.5 The Ground Snow (psf) is 90 Notes: Region Designation A Exterior - End 32.66 PSF 1564 Pa -30.87 PSF Pa B Interior - End 32.66 PSF 1564 Pa -28.15 PSF Pa C Exterior - Center 32.66 PSF 1564 Pa -14.97 PSF Pa D Interior - Center 32.66 PSF 1564 Pa -14.32 PSF Pa 24% 61% Module pressures are used to identify the potential risk to the modules. Below are the categories and their mean recurrent interval and probability of exceedence. Site Percentage 3% 12% -1478 -1348 -717 -686 Category I - Low Risk-Down Category I - Low Risk-Uplift Mechanical load testing should be performed using a factor of safety of 1.5 per UL requirements. This factor of safety should be applied to the loads below. Site percentages are approximate based on ATI experience but can vary. The highlighted pressures below are for the building category the tracker itself is designed. The provided loads are service level, not ultimate loads. DuraTrack HZ v3 - Module Pressure Subject: Load Ratings for SIL-XXX XM & XM+ Mounted with Array Technology Inc. Mounting Systems Attn: John Nagyvary, Array Technologies, Inc This letter pertains to the following Silfab Solar modules used in conjunction with Array Technologies, Inc. mounting systems, with 'XXX' representing the STC output power. MODULE LENGTH (MM) WIDTH (MM) FRAME THICKNESS (MM) WEIGHT (KG) SIL-XXX XM 2098 1133 35 26.2 SIL-XXX XM+ 2278 1133 35 28.5 The design and test load ratings listed below have been approved by Silfab Solar for SIL -XXX XM and SIL-XXX XM+ when mounted in the specified configurations as part of an Array Technology, Inc. mounting system. MODULE* CONFIGURATION PART #** METHOD DESIGN LOAD TEST LOAD SIL-XXX XM 1400mm purlin 21029-200 Bolt at 1400mm +1600Pa/-1600Pa +2400Pa/-2400Pa SIL-XXX XM+ 1400mm purlin 21029-200 Bolt at 1400mm +1600Pa/-1600Pa +2400Pa/-2400Pa SIL-XXX XM 1400mm purlin 20916-XXX Bolt at 1400mm +1600Pa/-1600Pa +2400Pa/-2400Pa SIL-XXX XM+ 1400mm purlin 20916-XXX Bolt at 1400mm +1600Pa/-1600Pa +2400Pa/-2400Pa SIL-XXX XM 400mm purlin 21011-XXX Bolt at 400mm +1200Pa/-1200Pa +1800Pa/-1800Pa SIL-XXX XM+ 400mm purlin 21011-XXX Bolt at 400mm +1200Pa/-1200Pa +1800Pa/-1800Pa SIL-XXX XM 400mm hi-rise clamp 21048-XXX Clamp at 400mm +800Pa/-800Pa +1200Pa/-1200Pa SIL-XXX XM+ 400mm hi-rise clamp 21048-XXX Clamp at 400mm +800Pa/-800Pa +1200Pa/-1200Pa * XXX representing the STC output power ** XXX representing all variants Silfab Solar confirms the warranty for the solar modules referenced in this letter remains valid, provided that all other warranty conditions are met. Installation must follow the guidelines outlined in Silfab's Safety and Installation Manual and Array Technology’s installation instructions to ensure proper safety and performance. The configurations and parts specified in this letter are referenced in the attached field assembly drawings. Please contact Silfab’s Product Development and Research and Development Department with any questions. Sincerely, Eric Schneller Director of Product Management Silfab Solar Inc. 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NIM 0.7 H H TESFFO ELUDOM LACITREV STNEMERIUQER GNICAPS 01 4 1 4 ±"1 4 " 4.6±0.801 2 3 8 " 0.06 1 5 8 " 0.24 E TESFFO NGISED mm24 1 5 8 " 0.24 FO ESU DNA SERUDECORP NOITALLATSNI ROF MUDNEDDA NOITALLATSNI 000-05109 OT REFER.8 .SELUDOM FO PAG DNA TNEMNGILA EVORPMI OT LOOT NOITALLATSNI 001-90906 EHT .NOITISOP )TALF( EERGED OREZ EHT NI SI EBUT EUQROT ELIHW NEKAT EB TSUM TNEMERUSAEM9 TNEREFFID A OT TNECAJDA DELLATSNI SI 014/013/012-92012/82012 EREHW SNOITACOL NI01 PAG ELUDOM EHT GNISU LLATSNI ,TESFFO ELUDOM LACITREV A NI GNITLUSER TNUOM ELUDOM .NWOHS :SETON 3w _ m m _ g n i w a r D A F _ e t a l p m e T 78v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 2:1 7 FO 3 4202/41/11E109-74012 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 2 7 7 A3 01 X4 3X4 8X4 4 X4 N LIATED 2 7 7 B3 2 1 9 X4 7X4 6 X4 5X4 M LIATED DOHTEM YLNO "D" "D" RO "A" SDOHTEM TNEMHCATTA ELUDOM TLOB DNA TUN 81-"61/5 X 4 TLOB DNA TUN 02-"4/1 X 4 1.7 J-J NOITCES 31 61 NIM " NIM 02 J J L LIATED 7 71.7 1 11X8 21X8 K LIATED NOITPO TLOB EGAWS - "A" SDOHTEM TNEMHCATTA ELUDOM RALLOC DNA TLOB EGAWS "4/1 X 8 3w _ m m _ g n i w a r D A F _ e t a l p m e T 78v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 2:1 7 FO 4 4202/41/11E109-74012 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 7 7 B3 2 1 2 9X4 7 X4 6X4 5 X4 P LIATED DOHTEM YLNO "E" "E" RO "B" SDOHTEM TNEMHCATTA ELUDOM TLOB DNA TUN 81-"61/5 X 4 3w _ m m _ g n i w a r D A F _ e t a l p m e T 78v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 2:1 7 FO 5 4202/41/11E109-74012 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 7 7 B3 2 2 9X8 7 X8 5 X8 6X8 Q LIATED DOHTEM YLNO "F" "F" RO "C" SDOHTEM TNEMHCATTA ELUDOM TLOB DNA TUN 81-"61/5 X 8 3w _ m m _ g n i w a r D A F _ e t a l p m e T 78v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 2:1 7 FO 6 4202/41/11E109-74012 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 2 A3 7 7 01 X4 3 X4 8 X4 4 X4 S LIATED 2 B3 7 7 9X4 7X4 6X4 5X4 R LIATED "G" SDOHTEM TNEMHCATTA ELUDOM TLOB DNA TUN 81-"61/5 X 4 TLOB DNA TUN 02-"4/1 X 4 3w _ m m _ g n i w a r D A F _ e t a l p m e T 78v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 02:1 7 FO 7 4202/41/11E109-74012 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 :SETON ELUDOM REP SI YTQ RENETSAF MOB1 ELOH FO POT MORF NWOD GNIPPORD SI NOITATNEIRO TLOB DERREFERP2 SNOITACIFICEPS EUQROT.3 .A3 2.21 9[ M-N 4.1 ]sbL-tf 1 .B3 5.52 91[ M-N 5.1 ]sbL-tf 1 .C3 5.52 91[ M-N 5.1 ]sbL-tf 1 ERUSNE OT PARTS FO EDIS HCAE NO YLEVISSERGORP STUN NETHGIT PAG .STRAP GNITAM NEEWTEB PAG FO GNISOLC MROFINU HCAE FO ]"40.[ mm1 NIHTIW EB TSUM EDIS HCAE NO TNEMERUSAEM .REHTO GNITSARTNOC FO REKRAM TNIAP GNISU SNOITCENNOC DEUQROT LLA KRAM.4 .GNINESOOL OT TCEJBUS STRAP LLA DNA ESAB ELIBOMMI SSORCA ROLOC DNA TNUOM DERIUQER ENIMRETED OT SGNITSIL LAVORPPA ELUDOM ESU.5 DOHTEM TNEMHCATTA ETAIRPORPPA EHT HTIW TNUOM EHT TCELES OT ELBAT NOITARUGIFNOC EHT ESU.6 SSALC NOISORROC DNA ,LAIRETAM ,HTGNEL 1 1 7 7 1 7 SEIGOLONHCET YARRAlaniF X ,mm X ,tnuoM tloB-urhT ,ylbmessA dleiF H/M/L ,X rG ,aG 6v _ m m _ g n i w a r D F C _ e t a l p m e T 3202/41/2 2202/42/01 2202/41/1 ETAD DNA YRATEIRPORP :LAITNEDIFNOC DENIATNOC NOITAMROFNI EHT ELOS EHT SI GNIWARD SIHT NI YARRA FO YTREPORP YNA .SEIGOLONHCET SA RO TRAP NI NOITCUDORPER EHT TUOHTIW ELOHW A MORF NOISSIMREP NETTIRW SI SEIGOLONHCET YARRA .DETIBIHORP :SMETSYS REKCART ELBACILPPA ELTIT EZIS ELACS NOISIVER TEEHS REBMUN GNIWARD 331v DEVAS:]HCNI[ RETEM:]HCNI[ MM :RALUGNA 90178 MN ,euqreuqublA ,EN ecalP yawdiM 1093 7657-188 )505( DEIFICEPS ESIWREHTO SSELNU SECNARELOT B 02:1 = X ]940.0[ 52.1= X.]610.0[ 4.0= XX.]400.0[ 1.0 = XX.X ]215.0[ 310.0= XXX.X ]632.0[ 600.0 = X 0.1= X. 1.0 SUTATS GNIWARD NWARD KCEHC GNIWARD LAVORPPA LANIFKCEHC .GNE kcarTaruD :STINU LAUD ERA SMID LLA .]HCNI[ RETEMILLIM STEKCARB NI SNOISNEMID .YLNO ECNEREFER ROF ERANOITCEJORP ELGNA DRIHT 6 FO 1 4A H 51032-SU SMETSYS REKCART ELBACILPPA DEDDA -2 ,5B-2 ,1B-2 ,7A-2 ,3A-2 ,3C -5 ,6B-4 ,6B-3 ,8D-2 ,5D-2 ,6C 1A-6 ,3C-5 ,6B G 16022 ,SWEIV NOITCES/LIATED FO SEMAN DNA 7 ETON DETADPU 3 ELBAT DNA 6 TEEHS ,"H" DOHTEM TNEMHCATTA DEDDA -2 ,4A-2 ,5C ,7B ,4B ,7A ,4A -2 ,1D-2 ,1C-2 ,4B-2 ,3B-2 ,2B -5 ,7C-4 ,6B-4 ,6C-3 ,6B-3 ,7D 3D-5 ,6C-5 ,3C-5 ,6B F 70022 ELTTIT DNA 2 ELBAT ERAWDRAH LEETS SSELNIATS DEDDA 2 TEEHS OT DEVOM DNA 7 ETON DETADPU ,1 ELBAT ROF WEIV NOITINIFED ENOZ PMALC HTIW ENOZ VER # RCE NOITPIRCSED 3202/41/2 ELBAT NOITARUGIFNOC TNUOM MOB ERAWDRAH LEETS NOBRAC :1 ELBAT SDOHTEM TNEMHCATTA ELUDOM METI.ON TRAP REBMUN NOITPIRCSED A B C D E F G H MOB ERAWDRAH LEETS SSELNIATS :2 ELBAT SDOHTEM TNEMHCATTA ELUDOM METI.ON TRAP REBMUN NOITPIRCSED A B C D E F G H METI.ON TRAP REBMUN NOITPIRCSED A B C D E F G H MOB ERAWDRAH EGAWS MUNIMULA :3 ELBAT SDOHTEM TNEMHCATTA ELUDOM CN :ETAD 3202/51/2 BS :ETAD 3202/72/2 :ETAD 3202/72/20 :SLAITINI SD H 109-59802 H :SLAITINI :SLAITINI :ETAD:SLAITINI 200-39802 L ,WH 5G ,aG 41 ,mm 0031 ,tnuoM tloB-urhT ,ylbmessA 300-39802 M ,WH 5G ,aG 41 ,mm 0031 ,tnuoM tloB-urhT ,ylbmessA 400-39802 H ,WH 5G ,aG 41 ,mm 0031 ,tnuoM tloB-urhT ,ylbmessA 201-39802 L ,WH 8G ,aG 41 ,mm 0031 ,tnuoM tloB-urhT ,ylbmessA 301-39802 M ,WH 8G ,aG 41 ,mm 0031 ,tnuoM tloB-urhT ,ylbmessA 401-39802 H ,WH 8G ,aG 41 ,mm 0031 ,tnuoM tloB-urhT ,ylbmessA 200-61902 L ,5G ,aG 41 ,mm 0041 ,tnuoM tloB-urhT ,ylbmessA 300-61902 M ,5G ,aG 41 ,mm 0041 ,tnuoM tloB-urhT ,ylbmessA 400-61902 H ,5G ,aG 41 ,mm 0041 ,tnuoM tloB-urhT ,ylbmessA 201-61902 L ,8G ,aG 41 ,mm 0041 ,tnuoM tloB-urhT ,ylbmessA 301-61902 M ,8G ,aG 41 ,mm 0041 ,tnuoM tloB-urhT ,ylbmessA 401-61902 H ,8G ,aG 41 ,mm 0041 ,tnuoM tloB-urhT ,ylbmessA 1 TNUOM H/M/L ,WH X rG ,aG 41 ,mm XXXX ,tnuoM tloB-urhT ,ylbmessA 1 1 1 1 1 1 1 1 2 000-19205 "61/5 ,TSS ,gnidnuorG ,rehsaW - 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4 3 3 2 2 1 1 7 7 7 NOITINIFED ENOZ PMALC CL1 ENOZ GNICAPS mm004 2 ENOZ GNICAPS mm008 3 ENOZ mm0041-0011 GNICAPS A3 2 7 7 8X4 01 X4 4 X4 3X4 L LIATED B3 2 7 7 7X4 2 1 6 X4 9 X4 5X4 K LIATED DOHTEM YLNO "D" "D" RO "A" SDOHTEM TNEMHCATTA ELUDOM TLOB DNA TUN 81-"61/5 X 4 TLOB DNA TUN 02-"4/1 X 4 C3C3 J-J NOITCES X3 1 61 " 1 ELUDOM RO PARTS NEEWTEB PAG ON EBUT EUQROT DNA TEKCARB ECAFRETNI ELUDOM RO PARTS NEEWTEB PAG EBUT EUQROT DNA TEKCARB ECAFRETNI 9 9 GNITNUOM EMARF ELUDOM NIM mm5.4 mmX mm1J J :SETON AN :1 ENOZ.E AN :2 ENOZ REHSAW GNIDNUORG HTIW ,81-"61/5 :3 ENOZ AN :1 ENOZ.F 81-"61/5 :2 ENOZ REHSAW GNIDNUORG HTIW ,81-"61/5 :3 ENOZ 02-"4/1 :1 ENOZ.G 81-"61/5 :2 ENOZ AN :3 ENOZ TLOB EGAWS "4/1 :1 ENOZ.H AN :2 ENOZ TLOB EGAWS "4/1 :3 ENOZ LEETS NOBRAC - MOB ERAWDRAH ETAIRPORPPA TCELES :SDOHTEM TNEMHCATTA ELUDOM7 .)3 ELBAT( MOB KCUH MUNIMULA RO ,)2 ELBAT( MOB LEETS-SSELNIATS ,)1 ELBAT( MOB ERAWDRAH GNIXIM )3 ELBAT RO ,2 ELBAT ,1 ELBAT( NESOHC EB NAC MOB ERAWDRAH ENO YLNO :ETON MUNIMULA KCUH GNISU RO ERAWDRAH LEETS SSELNIATS HTIW ERAWDRAH LEETS NOBRAC .DEWOLLA TON SI ERAWDRAH LEETS SSELNIATS /LEETS NOBRAC HTIW ERAWDRAH EGAWS DNA SRENETSAF EGAWS LLATSNI OT LOOT GNIGAWS ERIUQER SRENETSAF EGAWS :ETON EHT OT ELUDOM EHT FO SSALG EHT FO MOTTOB EHT EREHW DESU EB YLNO NAC SRENETSAF mm71 NAHT RETAERG RO OT LAUQE SI ECAFRUS EGNALF ELUDOM 02-"4/1 :1 ENOZ.A AN :2 ENOZ 81-"61/5 :3 ENOZ AN :1 ENOZ.B AN :2 ENOZ 81-"61/5 :3 ENOZ AN :1 ENOZ.C 81-"61/5 :2 ENOZ 81-"61/5 :3 ENOZ 02-"4/1 :1 ENOZ.D AN :2 ENOZ ,81-"61/5 :3 ENOZ REHSAW GNIDNUORG HTIW .SNOITCURTSNI NOITALLATSNI ELUDOM LANOITIDDA ROF 000-51109 TNEMUCOD YARRA OT REFER.8 LAUQE EB TSUM EDIS REHTIE NO SPAG ELUDOM ,NOITISOP LATNOZIROH EHT NI SI REKCART NEHW9 NIHTIW .mm1 6v _ m m _ g n i w a r D F C _ e t a l p m e T 331v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 2:1 6 FO 2 3202/41/2H109-59802 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 B3 2 7 7 1 9X4 7 X4 2 6X4 5 X4 M LIATED DOHTEM YLNO "E" "E" RO "B" SDOHTEM TNEMHCATTA ELUDOM TLOB DNA TUN 81-"61/5 X 4 6v _ m m _ g n i w a r D F C _ e t a l p m e T 331v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 2:1 6 FO 3 3202/41/2H109-59802 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 "F" RO "C" SDOHTEM TNEMHCATTA ELUDOM TLOB DNA TUN 81-"61/5 X 8 2 7 7 9X8 7 X81 2 6X8 5 X8 N LIATED DOHTEM YLNO "F" 6v _ m m _ g n i w a r D F C _ e t a l p m e T 331v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 2:1 6 FO 4 3202/41/2H109-59802 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 2 A3 7 78X4 01 X4 4 X4 3 X4 Q LIATED 2 B3 7 7 9X4 7X4 6X4 5X4 P LIATED "G" SDOHTEM TNEMHCATTA ELUDOM TLOB DNA TUN 81-"61/5 X 4 TLOB DNA TUN 02-"4/1 X 4 6v _ m m _ g n i w a r D F C _ e t a l p m e T 331v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 02:1 6 FO 5 3202/41/2H109-59802 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 7 T-T NOITCES 11 61 NIM " NIM 71 TT S LIATED 7 71 1 1 11X8 21X8 R LIATED "H" SDOHTEM TNEMHCATTA ELUDOM RALLOC DNA TLOB EGAWS "4/1 X 8 6v _ m m _ g n i w a r D F C _ e t a l p m e T 331v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 2:1 6 FO 6 3202/41/2H109-59802 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 YLBMESSA PMALC ERUSSERP WOL SETACIDNI "PL" NOITARUGIFNOC PMALC F :SETON .ELUDOM REP SI YTITNAUQ RENETSAF MOB.1 .ELOH FO POT MORF NWOD GNIPPORD SI NOITATNEIRO TLOB DERREFERP2 :SNOITACIFICEPS EUQROT.3 .A3 2.21 9[ M-N 4.1 ]SBL-TF 1 .B3 5.52 91[ M-N 7.2 ]SBL-TF 2 GNITSARTNOC FO REKRAM TNIAP A GNISU SNOITCENNOC DEUQROT LLA KRAM.4 .GNINESOOL OT TCEJBUS STRAP LLA DNA ESAB ELIBOMMI SSORCA ROLOC mm5.71 NAHT SSEL ECNATSID ELUDOM FO EGDE OT ELOH ECAFRETNI ELUDOM5 .mm01 NAHT RETAERG FO PAG ELUDOM A NI TLUSER LLIW ,)1 ELBAT( ERAWDRAH LEETS NOBRAC - MOB ERAWDRAH ETAIRPORPPA TCELES :SDOHTEM TNEMHCATTA ELUDOM.6 .DEWOLLA TON SI SEPYT ERAWDRAH GNIXIM .)2 ELBAT( ERAWDRAH EGAWS MUNIMULA RO 1.6 :STNEMERIUQER SRENETSAF EGAWS SELUDOM NO DELLATSNI EB NAC SRENETSAF EGAWS .LLATSNI OT LOOT GNIGAWS ERIUQER SRENETSAF EGAWS EHT ,mm03 NAHT SSEL SI THGIEH EHT EREHW SELUDOM ROF .RETAERG RO mm03 SI THGIEH ELIFORP EHT EREHW .mm02 FO MUMINIM A ERUSNE OT DEKCEHC EB TSUM EGNALF ELUDOM EHT DNA SSALG EHT NEEWTEB ECNATSID .ELOH FO POT MORF NWOD GNIPPORD SI NOITATNEIRO RENETSAF EGAWS DERIUQER 001-90906 EHT GNISU SERUDECORP NOITALLATSNI ROF MUDNEDDA NOITALLATSNI 000-33109 OT REFER7 .SELUDOM EHT FO PAG DNA TNEMNGILA EVORPMI OT LOOT NOITALLATSNI .NOITISOP )TALF( EERGED OREZ NI SI EBUT EUQROT ELIHW NEKAT EB TSUM TNEMERUSAEM8 SPMALC HTOB .NOITARUGIFNOC PMALC PL TNELAVIUQE EHT ROF ETUTITSBUS DEVORPPA NA SI PMALC PM EHT.9 .NOITUTITSBUS EHT EKAM OT RETTEL LAVORPPA REDIVORP ELUDOM EHT NO DETSIL EB TSUM 1.6 SEIGOLONHCET YARRAlaniF ,mm004 ,tloB-urhT ,pmalC ,ylbmessA dleiF H/M/L ,mm01 ,PM/PL 6v _ m m _ g n i w a r D F C _ e t a l p m e T 4202/91/90 4202/32/20 3202/30/11 ETAD DNA YRATEIRPORP :LAITNEDIFNOC DENIATNOC NOITAMROFNI EHT ELOS EHT SI GNIWARD SIHT NI YARRA FO YTREPORP YNA .SEIGOLONHCET SA RO TRAP NI NOITCUDORPER EHT TUOHTIW ELOHW A MORF NOISSIMREP NETTIRW SI SEIGOLONHCET YARRA .DETIBIHORP :SMETSYS REKCART ELBACILPPA ELTIT EZIS ELACS NOISIVER TEEHS REBMUN GNIWARD 08v DEVAS:]HCNI[ RETEM:]HCNI[ MM :RALUGNA 90178 MN ,euqreuqublA ,EN ecalP yawdiM 1093 7657-188 )505( DEIFICEPS ESIWREHTO SSELNU SECNARELOT B 52:1 = X ]940.0[ 52.1= X.]610.0[ 4.0= XX.]400.0[ 1.0 = XX.X ]215.0[ 310.0= XXX.X ]632.0[ 600.0 = X 0.1= X. 1.0 SUTATS GNIWARD NWARD KCEHC GNIWARD LAVORPPA LANIFKCEHC .GNE kcarTinmO kcarTaruD :STINU LAUD ERA SMID LLA .]HCNI[ RETEMILLIM STEKCARB NI SNOISNEMID .YLNO ECNEREFER ROF ERANOITCEJORP ELGNA DRIHT 3 FO 1 ,2C ,7B ,6B ,2B ,6A ,2A -2 ,6C-2 ,2C-2 ,8B-2 ,7C 6B-3 ,2B-3 ,5A-3 ,4D F 19042-SU OT SNOISNEMID DNA ELTIT ,7 ETON DETADPU 9 ETON ,8 ETON ,WEIV DEDDA ,SNOITCARF XXX-36012 DNA KM 4B-3 ,2D ,2C ,8B ,2A E 27132-SU NOITPIRCSED WEIV ,7 DNA 1.6 ETON DETADPU ELTIT DNA ELBAT GIFNOC TNUOM DNA KM 5A-3 ,5A-2 ,5D ,5B ,6A D 81132-SU DEVOM ,000-25806 DNA 003-52806 DEDDA SETON DETADPU ,2 TEEHS WEN OT SWEIV MJ ENOZ VER # RCE NOITPIRCSED RGNE 4202/91/9 ELBAT NOITARUGIFNOC TNUOM MOB ERAWDRAH LEETS NOBRAC :1 ELBAT PMALCEPYT METION TRAP REBMUN NOITPIRCSED PL PM MOB ERAWDRAH EGAWS MUNIMULA :2 ELBAT PMALCEPYT METI.ON TRAP REBMUN NOITPIRCSED PL PM CN 3202/02/9 BS 3202/42/5 CN 3202/42/50 FDCB F F F F F F F F F 109-61012 F :SLAITINI :ETAD :SLAITINI :ETAD :ETAD:SLAITINI :ETAD:SLAITINI 002-11012 L ,mm01 ,PM ,mm004 ,BT ,pmalC ,YSSA 003-11012 M ,mm01 ,PM ,mm004 ,BT ,pmalC ,YSSA 004-11012 H ,mm01 ,PM ,mm004 ,BT ,pmalC ,YSSA 002-36012 L ,mm01 ,PL ,mm004 ,BT ,pmalC ,YSSA 003-36012 M ,mm01 ,PL ,mm004 ,BT ,pmalC ,YSSA 004-36012 H ,mm01 ,PL ,mm004 ,BT ,pmalC ,YSSA 1 XXX-11012 H/M/L ,mm01 ,PM ,mm004 ,BT ,pmalC ,YSSA - 1 2 XXX-36012 H/M/L ,mm01 ,PL ,mm004 ,BT ,pmalC ,YSSA 1 - 3 000-61806 H ,02-"4/1 ,egnalF xeH detarreS ,tuN 4 4 4 360-91806 "36.0 ,02-"4/1 ,H ,leetS ,924J EAS ,111 IFI ,egnalF xeH detarreS ,tloB 4 4 5 003-52806 H ,000.3 x 81-61/5 ,8 edarG ,egairraC ,tloB 1 1 6 000-25806 H ,81-61/5 ,8 edarG ,egnalF xeH detarreS ,tuN 1 1 1 XXX-11012 H/M/L ,mm01 ,PM ,mm004 ,BT ,pmalC ,YSSA - 1 2 XXX-36012 H/M/L ,mm01 ,PL ,mm004 ,BT ,pmalC ,YSSA 1 - 5 003-52806 H ,000.3 x 81-61/5 ,8 edarG ,egairraC ,tloB 1 1 6 000-25806 H ,81-61/5 ,8 edarG ,egnalF xeH detarreS ,tuN 1 1 7 578-18806 munimulA ,"578.0 x "52.0 ,liatboB ,kcuH ,tloB 4 4 8 000-28806 "52.0 ,lA 1606 ,kcuH ,ralloC 4 4 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 ELUDOM RO PARTS NEEWTEB PAG EBUT EUQROT DNA TEKCARB ECAFRETNI RO PARTS NEEWTEB PAG ON ECAFRETNI ELUDOM EBUT EUQROT DNA TEKCARB B3 56 B LIATED WEIV MOTTOB AIRETIRC ECAFRETNI ELUDOM FO EGDE EMARF ELUDOM 5 1 4 020.±" 5.±0.7 3 8 020.±" 5.±0.01 7 8 " 11 61 " 5.22 5.71 F F F ERAWDRAH LEETS NOBRAC 2 5 A3 4X4 3X4 A-A NOITCES 3 8 " 0.01 F 21F A AB 6v _ m m _ g n i w a r D F C _ e t a l p m e T 08v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 52:1 3 FO 2 4202/91/9F109-61012 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 ERAWDRAH EGAWS MUNIMULA 1.6 8X4 7X4 C-C NOITCES 3 8 " 0.01 31 61 NIM " NIM 0.02 C C KCARTINMO ROF ECNAWOLLA RENROC MUMINIM 8 1 4 NIM " NIM 0.7 FF F F KCARTARUD ROF ECNAWOLLA RENROC MUMINIM 8 3 61 NIM " NIM 0.5 001-90906 :N/P YARRA 7 6v _ m m _ g n i w a r D F C _ e t a l p m e T 08v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 81:1 3 FO 3 4202/91/9F109-61012 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 GIJ NOITALLATSNI C C C C C A-A NOITCES TESFFO NGISED mm24 456.1 0.24 RECAPS PMALC DNE YLBMESSA PMALC C A2 PMALC REP X1 YLBMESSA PMALC RECAPS PMALC DNE LIATED DELLATSNI C A A :SETON .SLIATED LANOITIDDA ROF EDIUG NOITALLATSNI OT REFER.1 :NOITACIFICEPS EUQROT.2 .A2 0.22 :EUQROT NOITALLATSNI 0.61[ M-N 0.3 ]SBL-TF 0.2 ]SBL-TF 0.21[ M-N 5.61 EVOBA YATS TSUM :EUQROT NOITCEPSNI LAITINI RETFA )MUMINIM( SRH 42 RUCCO TSUM NOITCEPSNI EUQROT .NOITALLATSNI GNITSARTNOC FO REKRAM TNIAP GNISU SNOITCENNOC DEUQROT LLA KRAM.3 .GNINESOOL OT TCEJBUS STRAP LLA DNA ESAB ELIBOMMI SSORCA ROLOC .GDH ,924J EAS ,2 EDARG ,RETEMAID "573.0 SI PMALC ROF TLOB EGAIRRAC.4 16T/A5006 YOLLA MUNIMULA MORF EDAM ERA SRAE DNA STEKCARB PMALC.5 HTIW )000-05009# TNEMUCOD YARRA REP TNELAVIUQE RO( 122B MTSA REP .HSINIF NIALP KCARTINMO NO NOITAMROFNI ROF MUDNEDDA NOITALLATSNI OT REFER.6 .EGASU RIEHT DNA SLOOT TNEMNGILA PAG ELUDOM SEIGOLONHCET YARRAlaniF ,esiR iH mm004 ,pmalC ,ylbmessA dleiF H/M ,thgieH eludoM mmXX-XX ,raE mm01 6v _ m m _ g n i w a r D F C _ e t a l p m e T DNA YRATEIRPORP :LAITNEDIFNOC DENIATNOC NOITAMROFNI EHT ELOS EHT SI GNIWARD SIHT NI YARRA FO YTREPORP YNA .SEIGOLONHCET SA RO TRAP NI NOITCUDORPER EHT TUOHTIW ELOHW A MORF NOISSIMREP NETTIRW SI SEIGOLONHCET YARRA .DETIBIHORP :SMETSYS REKCART ELBACILPPA ELTIT EZIS ELACS NOISIVER TEEHS REBMUN GNIWARD 64v DEVAS:]HCNI[ RETEM:]HCNI[ MM :RALUGNA 90178 MN ,euqreuqublA ,EN ecalP yawdiM 1093 7657-188 )505( DEIFICEPS ESIWREHTO SSELNU SECNARELOT B 21:1 = X ]940.0[ 52.1= X.]610.0[ 4.0= XX.]400.0[ 1.0 = XX.X ]215.0[ 310.0= XXX.X ]632.0[ 600.0 = X 0.1= X. 1.0 SUTATS GNIWARD NWARD KCEHC GNIWARD LAVORPPA LANIFKCEHC .GNE kcarTinmO kcarTaruD :STINU LAUD ERA SMID LLA .]HCNI[ RETEMILLIM STEKCARB NI SNOISNEMID .YLNO ECNEREFER ROF ERANOITCEJORP ELGNA DRIHT 2 FO 1 ,1C ,7B ,2B ,7A ,2A ,4D ,6C ,5C ,4C 2B-2 ,7A-2 ,6D C 37132-SU 93042-SU DNA WEIV DEDDA ,ELTIT DNA 6 ,1 SETON DETADPU DNA SWEIV PU DENAELC ,6 ETON DEVOMER ,SELBAT ELBAT GIFNOC PMALC NI SELTIT DNA SWEIV NI STUOLLAC KM 4202/90/40 ,6C ,5A ,3A ,1A 2B-2 ,2D B 07032-SU OT KCARTINMO ,XXX-94012 ,WEIV ,7 ETON DEDDA HTGNEL TLOB DNA ELTIT DETADPU ,SMETSYS REKCART 3202/1/5 A ESAELER LAITINI 3202/5/4 ENOZ VER # RCE NOITPIRCSED RGNE ETAD 4202/9/4 ELBAT NOITARUGIFNOC YLBMESSA PMALC TRAP REBMUN NOITPIRCSED AIRETIRC NOITCELES NOISORROCPUORG GNIPMALC ELUDOM )mm( SSENKCIHT ELBAT NOITARUGIFNOC RECAPS PMALC DNE TRAP REBMUN NOITPIRCSED AIRETIRC NOITCELES NOISORROCPUORG GNIPMALC ELUDOM )mm( SSENKCIHT ELBAT NOITARUGIFNOC GIJ NOITALLATSNI TRAP REBMUN NOITPIRCSED ELUDOM )mm( HTGNEL CN 3202/1/5 BS 3202/1/5 3202/12/30 CN 3202/20/50 BS C C C 109-25012 C :SLAITINI :ETAD :SLAITINI :ETAD :ETAD:SLAITINI :ETAD:SLAITINI 030-84012 M ,DOM mm03-62 ,mm01x004 ,pmalC ,YSSA M/L 03-62 530-84012 M ,DOM mm53-13 ,mm01x004 ,pmalC ,YSSA M/L 53-13 040-84012 M ,DOM mm04-63 ,mm01x004 ,pmalC ,YSSA M/L 04-63 030-94012 H ,DOM mm03-62 ,mm01x004 ,pmalC ,YSSA H 03-62 530-94012 H ,DOM mm53-13 ,mm01x004 ,pmalC ,YSSA H 53-13 040-94012 H ,DOM mm04-63 ,mm01x004 ,pmalC ,YSSA H 04-63 514-07803 L ,mm514 x mm03 ,LTS ,RCPS PMLC dnE ,etalP L 03-62 514-17803 L ,mm514 x mm53 ,LTS ,RCPS PMLC dnE ,etalP L 53-13 514-27803 L ,mm514 x mm04 ,LTS ,RCPS PMLC dnE ,etalP L 04-63 514-59803 H/M ,mm514 x mm03 ,LTS ,RCPS PMLC dnE ,etalP H/M 03-62 514-69803 H/M ,mm514 x mm53 ,LTS ,RCPS PMLC dnE ,etalP H/M 53-13 514-79803 H/M ,mm514 x mm04 ,LTS ,RCPS PMLC dnE ,etalP H/M 04-63 312-45012 htgneL eludoM xaM mm5212 ,mm01 giJ tnemngilA ,ylbmessA 5212 - 8502 612-45012 htgneL eludoM xaM mm0612 ,mm01 giJ tnemngilA ,ylbmessA 0612 - 4902 022-45012 htgneL eludoM xaM mm0022 ,mm01 giJ tnemngilA ,ylbmessA 0022 - 4312 422-45012 htgneL eludoM xaM mm4422 ,mm01 giJ tnemngilA ,ylbmessA 4422 - 8712 922-45012 htgneL eludoM xaM mm5822 ,mm01 giJ tnemngilA ,ylbmessA 5822 - 8122 332-45012 htgneL eludoM xaM mm5232 ,mm01 giJ tnemngilA ,ylbmessA 5232 - 8522 732-45012 htgneL eludoM xaM mm5632 ,mm01 giJ tnemngilA ,ylbmessA 5632 - 8922 142-45012 htgneL eludoM xaM mm5042 ,mm01 giJ tnemngilA ,ylbmessA 5042 - 8332 642-45012 htgneL eludoM xaM mm5542 ,mm01 giJ tnemngilA ,ylbmessA 5542 - 8832 152-45012 htgneL eludoM xaM mm5052 ,mm01 giJ tnemngilA ,ylbmessA 5052 - 8342 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 LOOT RECAPS 001-90906 93. 01 C ECNAWOLLA GNITNUOM LELLARAP-NON GNITNUOM EMARF ELUDOM NIM 02. NIM 5 B B TNEMEGAGNE PMALC DERIUQER MUMINIM LELLARAP ERA SELUDOM :ETON 453. 0.9 453. 0.9 625. 4.31 644. 3.11 644. 3.11 TSUM ECAF EBUT EUQROT DNA PMALC TCATNOC LLUF NI TON FI LELLARAP EB SSERPMOC OT SI TEKCARB .EBUT EUQROT DNUORA YLNEVE NIATREC NEEWTEB SPAG THGILS ELBISSOP ERA SMRA PMALC B-B NOITCES ECNAWOLLA GNITNUOM LELLARAP-NON SLOOT TNEMNGILA HTIW KCARTINMO ROF GNITNUOM EMARF ELUDOM6 NIM 82. NIM 7 B B 6v _ m m _ g n i w a r D F C _ e t a l p m e T 64v DEVASREBMUN GNIWARD TEEHS NOISIVER ELACS EZISB 51:1 2 FO 2 4202/9/4 C C109-25012 A A B B C C D D 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 Technical Data 50/60 kW, 1000 Vdc String Inverters for North America The CPS 50/60 kW three-phase string inverters are designed for ground mount, rooftop and carport applications. The units are high performance, advanced, and reliable inverters designed specifically for the North American environment and grid. High efficiency at 98.8% peak and 98.5% CEC, wide operating voltages, broad temperature ranges, and a NEMA Type 4X enclosure enable this inverter platform to operate at high performance across many applications. The CPS 50/60KTL products ship with either the Standard wire box or the Rapid Shutdown wire box, each fully integrated and separable with touch-safe fusing, monitoring, and AC and DC disconnect switches. The integrated PLC transmitter in the Rapid Shutdown wire box enables PVRSS certified module-level rapid shutdown when used with APS RSD-S-PLC/RSD-D products. The CPS FlexOM Gateway enables monitoring, controls, and remote product upgrades. NEC 2017/2020 PVRSS certified for rapid shutdown 55 & 66 kVA rating allows max rated active power @ ±0.91 PF Selectable max. AC apparent power of 50/55 kVA and 60/66 kVA NEC compliant and UL listed arc-fault circuit protection 15-90° mounting orientation for low profile roof installs Optional FlexOM Gateway enables remote firmware upgrades Integrated AC and DC disconnect switches 3 MPPTs with 5 inputs each for maximum flexibility NEMA Type 4X outdoor rated enclosure UL 1741-SA certified to CA Rule 21, including SA8 - SA18 UL 1741-SB and IEEE 1547-2018 certified Separable wire-box design for fast service Standard 10-year warranty with extensions up to 20 years Key Features Datasheet CPS SCA50KTL-DO/US-480 CPS SCA60KTL-DO/US-480 50/60KTL Standard Wire Box 50/60KTL Rapid Shutdown Wire Box CHINT POWER SYSTEMS AMERICA 2024/12-MKT NA Chint Power Systems America 1380 Presidential Drive, Suite 100, Richardson, TX 75081Tel: 855-584-7168 Mail: AmericaSales@chintpower.com Web: www.chintpowersystems.com Technical Data 1) The sum of parallel-connected PV module short-circuit currents. 2) Active power derating begins at PF = ±0.91 to ±0.80 when max AC apparent power is set to 55 or 66 kVA. 3) Inverters are factory set to 50 kVA and 60 kVA by default. Contact CPS to enable the higher kVA setting. 4) The "output voltage range" and "output frequency range" may differ according to the specific grid standard. 5) Active power derating begins at 40°C when PF = ±0.9 and MPPT≥Vmin; at 45°C when PF = 1 and MPPT≥Vmin; and at 50°C when PF = 1 and MPPT≥700 Vdc. 6) Shade cover accessory required for installation angles of 75 degrees or less. 7) RSD wire-box only includes fuses and fuse holders on the positive polarity, compliant with NEC 2017/2020. 8) Firmware version 17.0 or later required. Model name CPS SCA50KTL-DO/US-480 CPS SCA60KTL-DO/US-480 DC Input Max. PV power 90 kW (33 kW per MPPT) Max. DC input voltage 1000 Vdc Operating DC input voltage range 200-950 Vdc Startup DC input voltage / power 330 V / 80 W Number of MPPTs 3 MPPT voltage range for Pnom @ PF>0.99 480-850 Vdc 540-850 Vdc Max. PV short circuit current1 163.2 A (54.4 A per MPPT) Number of DC inputs 15 inputs, 5 per MPPT DC disconnection type Load-rated DC switch DC surge protection Type II MOV AC Output Rated AC output power @ PF>0.99 to ±0.912 50 kW 60 kW Max. AC apparent power (selectable3)50 / 55 kVA 60 / 66 kVA Rated output voltage 480 Vac Output voltage range4 422-528 Vac Grid connection type 3Φ / PE / N (neutral optional) Max. AC output current @ 480 Vac 60.2 A (@ 50 kVA) / 66.2 A (@ 55 kVA)72.2 A (@ 60 kVA) / 79.4 A (@ 66 kVA) Rated output frequency 60 Hz Output frequency range4 57-63 Hz Power factor >0.99 (±0.8 adjustable) Current TRD @ rated load < 3% Max. fault current contribution (1 cycle RMS)64.1 A (1.06/0.88 PU) Max. OCPD rating 110 A 125 A AC disconnection type Load-break rated AC switch AC surge protection Type II MOV System and Performance Topology Transformerless Max. efficiency 98.8% CEC efficiency 98.5% Standby / night consumption < 1 W Environment Enclosure protection degree NEMA 4X Cooling method Variable speed cooling fans Operating temperature range5 -22°F to 140°F (-30°C to 60°C) Non-operating temperature range -40°F to 158°F (-40°C to 70°C) Operating humidity 0-100% Operating altitude 13123 ft / 4000 m (derating from 9843 ft / 3000 m) Audible noise <60 dBA @ 1 m and 77°F (25°C) Display and Communication User interface and display LCD+LED Inverter monitoring SunSpec, Modbus RS485 Site-level monitoring CPS FlexOM Gateway (1 per 32 inverters) Modbus data mapping CPS Remote diagnostics / firmware upgrade functions Standard / (with FlexOM Gateway) Mechanical Dimensions (H × W × D)39.4 × 23.6 × 10.24 in (1000 × 600 × 260 mm) Weight Inverter: 123.5 lb (56 kg) Wire box: 33 lb (15 kg) Mounting / installation angle6 15 to 90 degrees from horizontal (vertical or angled) AC termination M8 stud type terminal block (wire range: #6-3/0 AWG CU/AL; lugs not supplied) DC termination7 Screw clamp, negative busbar (RSD version7), wire range: #14-#6 AWG CU Fused string inputs (5 per MPPT)RSD7 and Standard wire box: 20 A or 25 A fuses provided (fuse values up to 30 A acceptable) Safety Certifications and standards UL 1741-SA/SB Ed. 3, UL 1699B, UL 1998, CSA-C22.2 NO.107.1-01, IEEE 1547-2018, FCC Part 15 Selectable grid standards IEEE 1547a-2014, IEEE 1547-20188, CA Rule 21, ISO-NE, HECO Smart-grid features Volt-RideThru, Freq-RideThru, Ramp-Rate, Specified-PF, Volt-VAR, Freq-Watt, Volt-Watt Warranty Standard 10 years Extended terms 15 and 20 years 1 | P a g e Solar and Energy Storage Decommissioning Plan 500 kW Single-Axis Tracker Photovoltaic Power Generation & Energy Storage Facility Project Name: Sweetwater Ranch Solar & Energy Storage Facility Project Size: 500 kWdc Solar PV, 1250kWh / 2508kWh Energy Storage System Location: Sweetwater Ranch, 4894 Sweetwater Road, Gypsum CO 81637, Garfield County, Colorado Prepared for: Beck Building Company for Garfield County Planning Impact Study Date: October 31, 2025 Document Version: 1.0 1.0 Introduction and Purpose This document outlines the comprehensive plan for the decommissioning, disassembly, and removal of the 500 kWdc single-axis tracker photovoltaic (PV) power generation system and the associated Energy Storage System (ESS) located in Sweetwater, Colorado. The plan is designed to be executed at the end of the facility’s operational life, estimated to be 25-30 years. The primary objectives of this decommissioning plan are to: •Ensure the safety of all personnel and the public throughout the process. •Comply with all applicable federal, state (Colorado), and Garfield County regulations. •Minimize environmental impact and restore the site to its pre -construction condition or an otherwise agreed-upon state. •Maximize the salvage value of components through recycling, reuse, or resale. 2.0 Scope of Decommissioning Activities This plan covers all components and infrastructure associated with the solar and storage facility, including but not limited to: •Photovoltaic System: o PV Modules o Single-Axis Tracking Racking System (torque tubes, actuators, posts) o DC wiring, combiners, and disconnects •Energy Storage System (ESS): o Battery enclosures and modules (e.g., Lithium-Ion) o Battery Management System (BMS) and thermal management equipment Exhibit A4 2 | P a g e •Power Conversion & Electrical Infrastructure: o Inverters and transformers o Switchgear, panelboards, and metering equipment o Underground and above-ground conduits and cabling •Site Infrastructure: o Concrete equipment pads and tracker foundations o Access roads and fencing o Supervisory Control and Data Acquisition (SCADA) systems 3.0 Pre-Decommissioning Phase Prior to initiating physical work, the following preparatory steps will be completed: 1.Regulatory Notification: Notify all relevant authorities, including Garfield County Planning & Zoning, the utility provider, and the Colorado Department of Public Health and Environment (CDPHE) of the intent to decommission. 2.Permitting: Secure all necessary demolition, removal, grading, and waste transportation permits. 3.Utility Coordination: Formally coordinate with the local utility to schedule the disconnection of the facility from the Holy Cross Energy (HCE) electrical grid. 4.Contractor Selection: Procure a qualified and insured contractor with documented experience in decommissioning large -scale solar and energy storage facilities. The contractor must provide a site -specific Health and Safety Plan. 5.Salvage and Recycling Agreements: Establish agreements with certified recyclers and buyers for PV modules, metals, batteries, and other valuable materials. 4.0 Decommissioning Process & Methodology The decommissioning process will be executed in a phased approach to ensure safety and efficiency. Phase 1: Site Securitization and Preparation •Establish a perimeter and secure the site to prevent unauthorized access. •Conduct a pre-decommissioning site assessment to identify any environmental hazards. •Stage necessary equipment, including cranes, forklifts, transport trucks, and waste containers. Phase 2: System De-Energization and Isolation (Lockout/Tagout - LOTO) •The entire facility will be disconnected from the utility grid by authorized personnel in coordination with the utility provider. •All AC and DC disconnects will be opened, locked, and tagged. 3 | P a g e •The Energy Storage System will be discharged to a safe level and electrically isolated according to manufacturer specifications by certified technicians. •Verification of zero-energy state will be performed on all electrical circuits before any physical disassembly begins. Phase 3: Component Disassembly and Removal 1.Energy Storage System (ESS) Removal: o Executed only by technicians certified in high-voltage battery systems. o Battery modules will be disconnected and removed from racks/enclosures. o Modules will be professionally packaged and labeled according to DOT hazardous materials transportation regulations. o BMS, HVAC, and fire suppression systems associated with the ESS will be dismantled. 2.PV Module Removal: o Modules will be disconnected from DC wiring. o Modules will be unbolted from the racking system, palletized, and prepared for transport. Pallets will be sorted based on their end -of-life plan (resale, recycling). 3.Racking and Tracker System Disassembly: o Single-axis tracker components (torque tubes, drives) will be dismantled. o Steel support posts/piles will be cut at ground level or extracted entirely, depending on site restoration requirements. 4.Electrical Equipment Removal: o Inverters, transformers, and switchgear will be disconnected and lifted from their concrete pads using a crane. o Fluids (e.g., transformer oil) will be drained and managed according to environmental regulations. 5.Cabling and Foundation Removal: o Underground cables and conduits will be removed. Trenches will be backfilled and compacted. o Concrete equipment pads and foundations will be broken up and removed from the site. 4 | P a g e 5.0 Materials Management and Waste Disposal All materials will be sorted on-site and managed to maximize recycling and minimize landfill waste. Material Component Management Plan PV Modules Transported to a certified PV module recycler (e.g., via the Solar Energy Industries Association's network). A portion may be resold if functional. ESS Batteries Transported by a licensed hazardous materials carrier to a certified battery recycling facility. Chain of custody documentation will be maintained. Steel & Aluminum (Racking, posts, enclosures) Segregated and transported to a local or regional metals recycling facility for scrap value. Copper & Wires (Cabling) Stripped and recycled at a metals recycling facility. Concrete & Foundations Transported to a construction materials recycling facility to be crushed for aggregate or used as clean fill if permitted. Inverters, Electronics Managed as e-waste and transported to a certified electronics recycler. General Waste (Wood, plastics, non-recyclable items) Disposed of at a licensed municipal solid waste landfill in Eagle County or the surrounding area. 6.0 Site Restoration Following the removal of all equipment and infrastructure, the site will be restored to its agreed-upon condition. •Grading: The site will be re-graded to match the original contours and ensure proper drainage. •Soil De-compaction: Areas compacted by heavy machinery will be tilled or ripped to de-compact the soil. •Revegetation: The site will be seeded with a native, non-invasive grass and wildflower mix suitable for the Gypsum, Colorado climate, and ecosystem to prevent erosion. •Final Inspection: A final site inspection will be conducted with the landowner and relevant county officials to confirm that all restoration requirements have been met. 5 | P a g e 7.0 Health and Safety All decommissioning activities will be conducted in strict accordance with a site -specific Health and Safety Plan, which will include: •Compliance with all OSHA regulations. •Mandatory use of Personal Protective Equipment (PPE). •Protocols for high-voltage safety, LOTO, and hazardous materials handling. •An emergency response plan, including contact information for local emergency services in Gypsum, CO. 8.0 Estimated Timeline The physical decommissioning process is estimated to take 8-12 weeks, contingent on weather and contractor scheduling. •Pre-Decommissioning (Permitting/Planning): 3-6 months •Phase 1 & 2 (Mobilization & De-Energization): 1 week •Phase 3 (Disassembly & Removal): 6-9 weeks •Site Restoration & Demobilization: 1-2 weeks 9.0 Financial Assurance A decommissioning cost estimate will be maintained and updated every five years. Financial assurance, in a form acceptable to Eagle County (e.g., surety bond, letter of credit), will be secured to cover the full estimated cost of decommissioning, ensuring that funds are available at the end of the project's life. W GEN-2 GEN-1 BESS W GEN-3 7 7 LEGEND HMS DITCH 10' EXISTING CONTOURS EXISTING AG ROAD SETBACKS PROPERTY LINE EXISTING DITCHES 200 FT OFFSET 1,500 FT OFFSET PV FIELD SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN:Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT:Heritage Ranch Advisors POOL CONSULTANT:Water Design Inc. MM / CB 2025-10-10 2402.?? BUILDING PERMIT 1 BUILDING PERMIT 2025-10-10 0 125 250 scale north SITE MAP L001 PROPERTY LINE 25' SETBACK ROAD PERMIT GRAD-05-25-9264 IN REVIEW OR APPROVED EXISTING AG ROAD (TYP) DECLARATION OF ROADWAY EASEMENT AS RECORDED WITH THE GARFIELD COUNTY CLERK AND RECORDER AS RECEPTION NUMBER 1006808 AND WITH THE EAGLE COUNTY CLERK AND RECORDER AS RECEPTION NUMBER 202506003" vicinity map sweetwater ranch 324 150 county road dotsero I70 north TRACT G-5 165.19 ACRES ACCORDING TO THE HEATHCOTE WEST TRACTS SB35 SUBDIVISION EXEMPTION PLAT FILED WITH THE GARFIELD COUNTY CLERK AND RECORDER AS RECEPTION NUMBER 1006809 TRACT G-4 TRACT G-10 TRACT G-6 TRACT G-7 TRACT G-3 BEAVER DAM RESERVOIR IRRIGATION DITCH (TYP) SOLAR ARRAY 1.95 ACRES 1500 FT OFFSET FROM SOLAR FIELD 200 FT OFFSET FROM PROPERTY LINE Exhibit A5 78 8 0 7885 7 8 9 0 78 9 0 78 9 0 7 8 9 5 7 9 0 0 79 0 5 79 1 0 78 7 9 78 8 1 7882 7883 7884 788 6 788 7 788 8 788 9 7 8 8 9 788 9 7 8 9 1 78 9 1 78 9 1 7 8 9 2 78 9 2 78 9 2 7 8 9 3 7 8 9 4 7 8 9 6 7 8 9 7 78 9 8 7 8 9 9 7 9 0 1 79 0 2 7 9 0 3 79 0 4 79 0 6 79 0 7 79 0 8 7 9 0 9 7 9 1 1 7 9 1 2 7 9 1 3 7 9 1 4 78 8 0 7885 7 8 9 0 78 9 0 78 9 0 7 8 9 5 7 9 0 0 79 0 5 79 1 0 UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E U E U E U E U E U E U E UE UE UE UE UE UE UE UE UE HC E HC E HC E HC E HC E HC E HC E H C E H C E H C E H C E H C E H C E H C E H C E H C E H C E HC E HCE HCE HCE HCE HCE HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HCE PRIV A T E P U L L V A U L T ELE C T R I C HCE P U L L V A U L T ELE C T R I C GEN-2 GEN-1 BESS W GEN-3 LEGEND TREES ABBR. EXISTING TREES QUANTITYSIZEBOTANICAL NAMECOMMON NAMESYMBOL MOUNTAIN BROME BLUEBUNCH WHEATGRASS SANDBERG BLUEGRASS PRAIRIE JUNEGRASS STREAMBANK WHEATGRASS THICKSPIKE WHEATGRASS SLENDER WHEATGRASS ARIZONA FESCUE PSEUDOROEGNERIA SPICATA KOELERIA MACRANTHA BROMUS MARGINATUS ELYMUS LANCEOLATUS ELYMUS LANCEOLATUS ELYMUS TRACHYCAULUS FESTUCA ARIZONICA POA SECUNDA SEED SEED SEED SEED SEED SEED SEEDSEED SEED 20% 15% 15% 10% 10% 10% 10% 5% 96,935 sfNATIVE TRANSITION MEADOW (SEEDED)NT BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES SEED 5% TEMPORARY IRRIGATIONTI TEMPORARY IRRIGATION AS NEEDED THROUGH SEED GERMINATION 96,935 sf PV FIELD SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN:Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT:Heritage Ranch Advisors POOL CONSULTANT:Water Design Inc. MM / CB 2025-10-10 2402.?? BUILDING PERMIT 1 BUILDING PERMIT 2025-10-10 0 10 20 scale north LANDSCAPE PLAN L400 NT NT 15'-0" ACCESS ZONE FOR EQUIPMENT & MAINTENANCE (TYPICAL ON ALL FOUR SIDES) SOLAR PANEL ARRAY, RE TO MEP PLANS SOLAR EQUIPMENT & PAD (TYP) RE TO MEP PLANS + TOC=7889.0' + TOC=7891.0' + TOC=7891.0' + TOC=7890.0' TOC=7891.0' + TOC=7889.5' + TOC=7889.0' + + TOC=7890.0' 7880 7885 78 8 5 7880 78 7 5 78 7 5 7 8 8 0 7 8 8 5 7 8 9 0 7 8 9 5 79 0 0 79 0 5 79 0 0 78 9 5 78 9 0 78 8 5 78 8 0 79 0 5 ROAD PERMIT GRAD-05-25-9264 IN REVIEW OR APPROVED 6950 69 5 0 70 0 0 70 5 0 7100 71 5 0 72 0 0 72 5 0 73 0 0 73 5 0 740 0 74 5 0 75 0 0 75 5 0 760 0760 0 760 0 7650 77 0 0 77 5 0 7800 785 0 79 0 0 7950 8000 80 5 0 81 0 0 8150 82 0 0 82 5 0 83 0 0 835 0 8400 84 5 0 85 0 0 85 5 0 86 0 0 86 5 0 87 0 0 87 5 0 880 0 8850 89 0 0 895 0 90 0 0 694 0 694 0 6960 69 6 0 69 7 0 69 7 0 6980 698 0 6990 70 1 0 70 2 0 70 3 0 70 4 0 70 6 0 70 7 0 70 8 0 7090 711 071 2 0 7130 714 0 71 6 0717 0 71 8 0 719 0 72 1 07210 72 1 0 722 0 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17+50 70 3 5 . 3 70 4 3 . 2 18+00 70 5 0 . 2 70 5 4 . 2 18+50 70 5 4 . 0 70 5 2 . 9 19+00 70 5 3 . 3 70 5 5 . 4 19+50 70 5 8 . 0 70 6 4 . 6 20+00 70 7 0 . 9 70 7 3 . 9 20+50 70 7 7 . 8 70 8 6 . 8 21+00 70 9 7 . 0 71 0 3 . 0 21+50 71 0 9 . 1 71 1 5 . 9 22+00 71 2 4 . 4 71 3 4 . 1 22+50 71 4 2 . 8 71 5 4 . 3 23+00 71 6 5 . 6 71 7 8 . 3 23+50 71 8 3 . 6 71 8 0 . 5 24+00 71 7 6 . 7 71 7 0 . 2 24+50 71 6 2 . 6 71 5 8 . 0 25+00 71 5 8 . 3 71 6 0 . 8 25+50 71 6 5 . 8 71 6 9 . 6 26+00 71 7 3 . 8 71 8 1 . 0 26+50 71 9 0 . 1 71 9 7 . 1 27+00 72 0 1 . 0 72 0 3 . 4 27+50 72 0 4 . 9 72 0 7 . 2 28+00 72 0 9 . 0 72 1 3 . 0 28+50 72 1 7 . 2 72 2 2 . 7 29+00 72 3 0 . 9 72 3 7 . 0 29+50 72 4 4 . 2 72 4 8 . 2 30+00 72 5 1 . 8 72 5 5 . 4 30+50 72 5 9 . 6 72 6 3 . 9 31+00 72 7 1 . 1 72 7 9 . 9 31+50 72 8 9 . 9 72 9 7 . 5 32+00 73 0 2 . 1 73 0 6 . 9 32+50 73 1 0 . 8 73 1 5 . 5 33+00 73 1 8 . 8 73 2 3 . 5 33+50 73 2 6 . 8 73 2 7 . 4 34+00 73 2 6 . 3 73 2 4 . 6 34+50 73 2 3 . 1 73 2 1 . 6 35+00 73 2 0 . 7 73 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. 1 76 4 4 . 8 53+50 76 4 6 . 8 76 4 8 . 7 54+00 76 5 0 . 0 76 5 0 . 1 54+50 76 5 0 . 5 76 5 1 . 0 55+00 76 5 2 . 1 76 5 4 . 0 55+50 76 5 6 . 3 76 5 9 . 3 56+00 76 6 2 . 5 76 6 6 . 0 56+50 76 6 8 . 4 76 6 9 . 9 57+00 76 7 1 . 3 76 7 1 . 7 57+50 76 7 2 . 3 76 7 2 . 9 58+00 76 7 3 . 5 76 7 4 . 3 58+50 76 7 5 . 0 76 7 5 . 5 59+00 76 7 7 . 0 76 7 9 . 3 59+50 76 8 2 . 1 76 8 5 . 0 60+00 76 8 9 . 7 76 9 5 . 7 60+50 77 0 0 . 1 77 0 6 . 0 61+00 77 0 9 . 1 77 1 2 . 8 61+50 77 1 6 . 6 77 1 9 . 0 62+00 77 2 1 . 5 77 2 4 . 5 62+50 77 2 7 . 0 77 3 0 . 1 63+00 77 3 3 . 4 77 3 7 . 0 63+50 77 4 1 . 7 77 4 6 . 2 64+00 77 5 5 . 6 77 6 5 . 2 64+50 77 7 4 . 1 77 8 2 . 5 65+00 77 8 9 . 8 77 9 7 . 4 65+50 78 0 5 . 4 78 1 6 . 0 66+00 78 2 5 . 5 78 3 4 . 8 66+50 78 4 1 . 7 78 4 9 . 0 67+00 78 5 3 . 4 78 5 6 . 3 67+50 78 5 9 . 9 78 6 2 . 9 68+00 78 6 5 . 8 78 6 9 . 2 68+50 78 7 2 . 3 78 7 5 . 2 69+00 78 7 8 . 8 78 8 1 . 4 69+50 78 8 4 . 1 78 8 7 . 0 70+00 78 8 8 . 9 78 9 1 . 3 70+50 78 9 3 . 2 78 9 3 . 5 71+00 78 9 2 . 3 78 9 0 . 3 71+50 78 8 8 . 6 78 8 6 . 7 72+00 78 8 5 . 7 78 8 5 . 5 72+50 78 8 6 . 4 78 8 9 . 0 73+00 78 9 1 . 9 78 9 4 . 9 73+50 78 9 7 . 2 79 0 0 . 1 74+00 79 0 2 . 8 79 0 5 . 6 74+50 79 0 7 . 7 79 1 1 . 0 75+00 79 1 4 . 3 79 1 7 . 2 75+50 79 2 0 . 5 79 2 2 . 7 76+00 79 2 5 . 0 79 2 6 . 8 76+50 79 2 7 . 9 79 2 9 . 3 77+00 79 3 0 . 8 79 3 3 . 3 77+50 79 3 6 . 5 79 4 2 . 6 78+00 79 4 6 . 0 79 5 1 . 3 78+50 79 5 6 . 0 79 6 0 . 8 79+00 79 6 5 . 0 79 6 8 . 3 79+34 79 6 9 . 5 SWEETWATER ENTRY 3A PROFILE 6980 6990 7000 7010 7020 7030 7040 7050 7060 7070 7080 7090 7100 7110 7120 7130 7140 7150 7160 7170 7180 7190 7200 7210 7220 7230 7240 7250 7260 7270 7280 7290 7300 7310 7320 7330 7340 7350 7360 7370 7380 7390 7400 7410 7420 7430 7440 7450 7460 7470 7480 7490 7500 7510 7520 7530 7540 7550 7560 7570 7580 7590 7600 7610 7620 7630 7640 7650 7660 7670 7680 7690 7700 7710 7720 7730 7740 7750 7760 7770 7780 7790 7800 7810 7820 7830 7840 7850 7860 7870 7880 7890 7900 7910 7920 7930 7940 7950 7960 7970 7980 7990 8000 8010 8020 8030 8040 8050 6980 6990 7000 7010 7020 7030 7040 7050 7060 7070 7080 7090 7100 7110 7120 7130 7140 7150 7160 7170 7180 7190 7200 7210 7220 7230 7240 7250 7260 7270 7280 7290 7300 7310 7320 7330 7340 7350 7360 7370 7380 7390 7400 7410 7420 7430 7440 7450 7460 7470 7480 7490 7500 7510 7520 7530 7540 7550 7560 7570 7580 7590 7600 7610 7620 7630 7640 7650 7660 7670 7680 7690 7700 7710 7720 7730 7740 7750 7760 7770 7780 7790 7800 7810 7820 7830 7840 7850 7860 7870 7880 7890 7900 7910 7920 7930 7940 7950 7960 7970 7980 7990 8000 8010 8020 8030 8040 8050 SWEETWATER ENTRY 3A PROFILE 6980 6990 7000 7010 7020 7030 7040 7050 7060 7070 7080 7090 7100 7110 7120 7130 7140 7150 7160 7170 7180 7190 7200 7210 7220 7230 7240 7250 7260 7270 7280 7290 7300 7310 7320 7330 7340 7350 7360 7370 7380 7390 7400 7410 7420 7430 7440 7450 7460 7470 7480 7490 7500 7510 7520 7530 7540 7550 7560 7570 7580 7590 7600 7610 7620 7630 7640 7650 7660 7670 7680 7690 7700 7710 7720 7730 7740 7750 7760 7770 7780 7790 7800 7810 7820 7830 7840 7850 7860 7870 7880 7890 7900 7910 7920 7930 7940 7950 7960 7970 7980 7990 8000 8010 8020 8030 8040 8050 6980 6990 7000 7010 7020 7030 7040 7050 7060 7070 7080 7090 7100 7110 7120 7130 7140 7150 7160 7170 7180 7190 7200 7210 7220 7230 7240 7250 7260 7270 7280 7290 7300 7310 7320 7330 7340 7350 7360 7370 7380 7390 7400 7410 7420 7430 7440 7450 7460 7470 7480 7490 7500 7510 7520 7530 7540 7550 7560 7570 7580 7590 7600 7610 7620 7630 7640 7650 7660 7670 7680 7690 7700 7710 7720 7730 7740 7750 7760 7770 7780 7790 7800 7810 7820 7830 7840 7850 7860 7870 7880 7890 7900 7910 7920 7930 7940 7950 7960 7970 7980 7990 8000 8010 8020 8030 8040 8050 0+000+50 70 3 7 . 2 1+00 70 3 2 . 9 70 2 9 . 3 1+50 70 2 6 . 0 70 2 2 . 4 2+00 70 1 8 . 7 70 1 2 . 8 2+50 70 0 4 . 8 70 0 3 . 2 3+00 70 0 1 . 9 70 0 0 . 4 3+50 69 9 7 . 7 69 9 6 . 4 4+00 69 9 5 . 1 69 9 2 . 6 4+50 69 8 9 . 6 69 8 6 . 0 5+00 69 8 8 . 7 69 8 5 . 0 5+50 69 8 2 . 0 69 8 4 . 3 6+00 69 9 2 . 5 69 9 8 . 6 6+50 70 1 1 . 4 70 0 8 . 9 7+00 70 0 4 . 0 70 0 7 . 9 7+50 70 1 6 . 7 70 2 3 . 8 8+00 70 2 5 . 1 70 3 1 . 1 8+50 70 3 6 . 5 70 4 0 . 4 9+00 70 4 5 . 3 70 5 1 . 2 9+50 70 5 4 . 7 70 5 7 . 1 10+00 70 5 9 . 4 70 6 1 . 8 10+50 70 6 4 . 9 70 7 1 . 2 11+00 70 7 9 . 2 70 8 6 . 8 11+50 70 9 2 . 4 70 9 7 . 0 12+00 71 0 0 . 3 71 0 5 . 7 12+50 71 1 3 . 3 71 2 2 . 4 13+00 71 2 8 . 7 71 3 3 . 6 13+50 71 3 8 . 0 71 4 1 . 9 14+00 71 4 8 . 6 71 5 5 . 2 14+50 71 6 1 . 4 71 6 8 . 0 15+00 71 7 3 . 9 71 7 7 . 2 15+50 71 8 1 . 2 71 8 7 . 7 16+00 71 9 5 . 8 72 0 1 . 6 16+50 72 0 5 . 8 72 1 0 . 9 17+00 72 1 7 . 5 72 2 2 . 9 17+50 72 2 9 . 8 72 3 7 . 4 18+00 72 4 5 . 2 72 5 2 . 7 18+50 72 6 0 . 1 72 6 5 . 7 19+00 72 6 9 . 1 72 7 1 . 8 19+50 72 7 5 . 4 72 8 0 . 1 20+00 72 8 6 . 6 72 9 1 . 8 20+50 72 9 5 . 9 73 0 1 . 2 21+00 73 0 6 . 3 73 1 2 . 5 21+50 73 1 7 . 7 73 2 2 . 0 22+00 73 2 4 . 5 73 2 4 . 8 22+50 73 2 4 . 0 73 2 3 . 1 23+00 73 2 3 . 0 73 2 3 . 1 23+50 73 2 0 . 2 73 1 8 . 9 24+00 73 1 6 . 6 73 1 3 . 8 24+50 73 1 1 . 9 73 1 0 . 4 25+00 73 0 7 . 2 73 1 2 . 7 25+50 73 1 4 . 7 73 1 6 . 1 26+00 73 1 8 . 1 73 1 9 . 7 26+50 73 2 1 . 0 73 2 2 . 1 27+00 73 2 3 . 2 73 2 5 . 2 27+50 73 2 6 . 4 73 2 7 . 6 28+00 73 2 9 . 1 73 3 0 . 4 28+50 73 3 1 . 6 73 3 2 . 2 29+00 73 3 3 . 6 73 3 4 . 7 29+50 73 3 6 . 7 73 3 9 . 4 30+00 73 4 2 . 9 73 4 7 . 6 30+50 73 5 0 . 8 73 5 4 . 3 31+00 73 5 8 . 2 73 6 2 . 4 31+50 73 6 5 . 9 73 6 9 . 8 32+00 73 7 3 . 1 73 7 6 . 3 32+50 73 8 0 . 4 73 8 4 . 9 33+00 73 8 8 . 9 73 9 2 . 0 33+50 73 9 4 . 1 73 9 5 . 5 34+00 73 9 7 . 0 73 9 8 . 3 34+50 73 9 9 . 7 74 0 1 . 4 35+00 74 0 3 . 3 74 0 5 . 5 35+50 74 0 8 . 5 74 1 1 . 9 36+00 74 1 4 . 7 74 1 8 . 1 36+50 74 2 3 . 4 74 3 1 . 3 37+00 74 4 1 . 5 74 5 1 . 5 37+50 74 6 0 . 0 74 6 5 . 0 38+00 74 6 9 . 9 74 7 4 . 4 38+50 74 7 9 . 8 74 8 4 . 8 39+00 74 8 8 . 6 74 9 1 . 1 39+50 74 9 3 . 6 74 9 5 . 8 40+00 74 9 8 . 1 74 9 8 . 9 40+50 74 9 8 . 8 74 9 7 . 6 41+00 74 9 6 . 4 74 9 5 . 1 41+50 74 9 4 . 0 74 9 3 . 3 42+00 74 9 2 . 9 74 9 3 . 2 42+50 74 9 3 . 5 74 9 4 . 1 43+00 74 9 4 . 9 74 9 5 . 9 43+50 74 9 6 . 9 74 9 7 . 8 44+00 74 9 8 . 6 74 9 9 . 5 44+50 75 0 0 . 7 75 0 2 . 1 45+00 75 0 3 . 3 75 0 4 . 9 45+50 75 0 6 . 9 75 0 9 . 1 46+00 75 1 1 . 5 75 1 3 . 8 46+50 75 1 6 . 6 75 2 0 . 1 47+00 75 2 4 . 0 75 2 9 . 3 47+50 75 3 3 . 8 75 3 7 . 1 48+00 75 4 0 . 5 75 4 4 . 1 48+50 75 4 8 . 3 75 5 3 . 0 49+00 75 5 7 . 9 75 6 3 . 6 49+50 75 6 9 . 1 75 7 3 . 8 50+00 75 7 8 . 5 75 8 3 . 5 50+50 75 8 9 . 0 75 9 7 . 4 51+00 75 9 7 . 8 76 0 0 . 2 51+50 76 0 2 . 9 76 0 3 . 9 52+00 76 0 8 . 8 76 1 3 . 8 52+50 76 1 9 . 3 76 2 2 . 4 53+00 76 2 6 . 9 76 2 9 . 6 53+50 76 3 1 . 9 76 3 3 . 7 54+00 76 3 5 . 4 76 3 6 . 8 54+50 76 3 8 . 4 76 3 9 . 8 55+00 76 4 1 . 2 76 4 2 . 6 55+50 76 4 4 . 1 76 4 5 . 7 56+00 76 4 7 . 0 76 4 8 . 3 56+50 76 4 9 . 7 76 5 1 . 2 57+00 76 5 3 . 5 76 5 6 . 1 57+50 76 5 8 . 6 76 6 1 . 3 58+00 76 6 3 . 4 76 6 5 . 8 58+50 76 6 8 . 4 76 7 1 . 6 59+00 76 7 6 . 3 76 8 3 . 4 59+50 76 8 8 . 8 76 9 4 . 3 60+00 77 0 1 . 4 77 0 7 . 0 60+50 77 1 2 . 1 77 1 9 . 2 61+00 77 2 6 . 0 77 3 1 . 6 61+50 77 3 5 . 8 77 3 9 . 5 62+00 77 4 4 . 3 77 4 8 . 2 62+50 77 5 2 . 2 77 5 5 . 4 63+00 77 6 0 . 4 77 6 5 . 1 63+50 77 7 0 . 7 77 7 4 . 8 64+00 77 7 7 . 7 77 8 1 . 8 64+50 77 8 5 . 3 77 9 0 . 0 65+00 77 9 4 . 8 77 9 9 . 2 65+50 78 0 5 . 4 78 1 2 . 7 66+00 78 2 1 . 6 78 3 0 . 2 66+50 78 4 0 . 5 78 4 7 . 4 67+00 78 5 4 . 8 78 6 1 . 8 67+50 78 6 6 . 5 78 7 1 . 2 68+00 78 7 5 . 1 78 7 8 . 6 68+50 78 8 1 . 4 78 8 4 . 1 69+00 78 8 7 . 1 78 8 8 . 6 69+50 78 8 9 . 1 78 8 9 . 0 70+00 78 8 9 . 6 78 8 9 . 4 70+50 78 8 8 . 3 78 8 7 . 9 71+00 78 8 9 . 0 78 9 0 . 5 71+50 78 9 3 . 1 78 9 5 . 9 72+00 78 9 7 . 4 78 9 8 . 3 72+50 79 0 0 . 5 79 0 2 . 1 73+00 79 0 3 . 5 79 0 5 . 8 73+50 79 0 8 . 3 79 0 9 . 9 74+00 79 1 1 . 4 79 1 2 . 9 74+50 79 1 5 . 0 79 1 6 . 9 75+00 79 1 8 . 5 79 2 0 . 3 75+50 79 2 1 . 9 79 2 4 . 1 76+00 79 2 5 . 7 79 2 7 . 7 76+44 79 3 0 . 0 VIEW #1VIEW FROM SWEETWATER ROAD AT ENTRY 1 (PROFILE SCALE: 1" = 250') PV FIELD SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN:Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT:Heritage Ranch Advisors POOL CONSULTANT:Water Design Inc. MM / CB 2025-10-10 2402.?? BUILDING PERMIT 1 BUILDING PERMIT 2025-10-10 0 500 1000 scale north SCREENING PLAN L405 VIEW PLA N E F R O M S W E E T W A T E R R O A D RIDGELINE BLOCKING VIEW FROM SWEETWATER ROAD EXISTING GRADE VI E W #1 VIEW #2VIEW FROM SWEETWATER ROAD AT ENTRY 2 (PROFILE SCALE: 1" = 250') VIEW PLANE FR O M S W E E T W A T E R R O A D RIDGELINE BLOCKING VIEW FROM SWEETWATER ROAD EXISTING GRADE VIEW #3VIEW FROM SWEETWATER ROAD AT ENTRY 3 (PROFILE SCALE: 1" = 250') VIEW PLANE F R O M S W E E T W A T E R R O A D RIDGELINE BLOCKING VIEW FROM SWEETWATER ROAD EXISTING GRADE PROPOSED SOLAR ARRAY LOCATION (12' MAX HEIGHT) V I E W # 2 VI E W # 3 PROPOSED SOLAR ARRAY LOCATION (12' MAX HEIGHT) PROPOSED SOLAR ARRAY LOCATION (12' MAX HEIGHT) PROPOSED SOLAR ARRAY LOCATION (12' MAX HEIGHT) RIDGELINE BLOCKING VIEW FROM SWEETWATER ROAD RIDGELINE BLOCKING VIEW FROM SWEETWATER ROAD RIDGELINE BLOCKING VIEW FROM SWEETWATER ROAD MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's below.before you dig.Call R VICINITY MAPN.T.S. SW E E T W A T E R R D CO L O R A D O R I V E R R D SITE I-70DOTSERO GYPSUM G: \ 2 0 2 4 \ 3 4 0 0 8 S W E E T W A T E R _ R A N C H \ C I V I L \ C I V I L D W G S \ P L O T \ 0 3 G A R F I E L D C O \ U T I L I T I E S \ 3 4 0 0 8 P V F I E L D . D W G - N o v 1 1 , 2 0 2 5 - 1 1 : 3 2 a m SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN:Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT:Heritage Ranch Advisors POOL CONSULTANT:Water Design Inc. LAND USE APPLICATION C1.0 COVER GENERAL NOTES & VICINITY MAP 34008 11/11/2025 LAND USE APPLICATION 11/11/2025 X X X X PV FIELD 1 2 3 SITE SW E E T W A T E R R D S W E E T W A T E R C R E E K S W E E T W A T E R R D SB 35 SUBDIVISION TOTAL AREA: 2658.90 ACRES S W E E T W A T E R C R E E K IMPROVED ACCESS & EMERGENCY EGRESS/INGRESS ROAD, PERMITTED SEPARATELY (APPROVED) FUTURE ROAD 1 MASON CREEK BEAVER RESERVOIR GUEST CABIN 4;SEPARATE PERMIT GUEST CABIN 3 SEPARATE PERMIT GUEST CABIN 2; SEPARATE PERMIT ACTIVITY BARN ANDSNOWMOBILE SHED; SEPARATE PERMIT GA R F I E L D C O . EA G L E C O . MORRIS CREEK PROPERTY LINE MAIN RESIDENCE; SEPARATE PERMIT PROPOSEDPROPERTY LINES, BY OTHERS TRACT E-1 TRACT E-2 TRACT G-1 TRACT G-2 TRACT G-9 TRACT G-8 TRACT G-7TRACT G-6 TRACT G-5 TRACTG-4 TRACT G-3 IMPROVED ACCESS & EMERGENCY EGRESS/INGRESS ROAD, PERMIT GRAD-04-25-9192 (APPROVED) 1. THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED) PER AERIAL LIDAR MAPPING. 2. EXISTING CONDITIONS BASED ON AN IMPROVEMENT SURVEY PERFORMED BY TRUE NORTH COLORADO LLC. 3. PROPOSED CONTOURS ARE AT 1-FT INTERVALS. 4. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE DESIGNATED IMPROVEMENT AREAFROM DAMAGE. ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL, AT AMINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE. 6. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. IDENTIFYING THE NEED FOR A PERMIT, PREPARING THE APPLICATION, AND PAYING THE SUBMITTAL AND REVIEW FEESNECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF THE GENERAL CONTRACTOR. A COPY OF ALL PERMITS MUST BE POSTEDAND WEATHER PROOFED ON SITE AT ALL TIMES. 7. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY ANDHEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A.REGULATORY REQUIREMENTS. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THEIR OWN DISPOSAL SITE FOR ALL DISPOSED MATERIALS. 9. COORDINATION WITH OTHER AGENCIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONS PERFORMED BY OTHERGOVERNMENTAL AGENCIES AS PRESCRIBED IN THEIR PERMITS AND APPROVALS. 1. CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES" (BMP), TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION, TO INCLUDE THE INSTALLATION OF INLET PROTECTION AT THE NEAREST DOWNSTREAM RECEIVING INLET/CULVERT IF EXISTING. 2. DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE CONTRACTOR AT HIS EXPENSE. THE ENGINEER OR CITY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THE CITY'S SATISFACTION. 3. THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE TO MITIGATE DUST FROM CONSTRUCTIONACTIVITY. DUST PALLIATIVE MAY CONSIST OF WATER OR A NON-POLLUTING SOLUTION. SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH ACCEPTABLE SPRINKLING EQUIPMENT. ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREA. 4. BMP’S SHALL BE INSTALLED BEFORE ANY EARTH DISTURBING ACTIVITIES COMMENCE. 5. STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SHALL NOT CAUSE, HAVE THE REASONABLE POTENTIAL TO CAUSE, ORMEASURABLY CONTRIBUTE TO AN EXCEEDANCE OF ANY WATER QUALITY STANDARD. 6. SEDIMENT CAUSED BY ACCELERATED SOIL EROSION SHALL BE REMOVED FROM RUNOFF WATER BEFORE IT LEAVES THE CONSTRUCTION SITE. 7. BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY CONTAINMENT OR EQUIVALENTPROTECTION TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS. 8. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP’S, STORAGE CONTAINERS, AND CONSTRUCTION EQUIPMENT) AMINIMUM OF EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELT THAT MAY CAUSE SURFACEEROSION. 9. BMP’S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE. 10. ALL BMP’S SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS OTHERWISE SPECIFIED. 11. ALL PORTA-POTTY STRUCTURES MUST BE FIRMLY SECURED WITH #4 REBAR ANCHORS OR EQUAL. MUST BE PLACED AWAY FROM FLOW LINES OF STREET, SWALES, & AWAY FROM INLETS. 12. STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED SO THAT STORMWATER DOES NOT COME IN CONTACT WITH THE PILE AND POTENTIALLY WASH POLLUTANTS OFFSITE. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED AND/OR BLANKETED AS WELL ASINCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT WIND EROSION AND SEDIMENT TRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR HAVE MULCH/MULCH TACKIFIER APPLIED. 13. EROSION CONTROL BLANKETS TO BE INSTALLED ON ALL SLOPES STEEPER THAN 2:1. GENERAL CONSTRUCTION NOTES: EROSION CONTROL NOTES: SWEETWATER RANCHPHOTOVOLTAIC FIELDLEGAL DESCRIPTION: TRACT G-5 ACCORDING TO THE HEATHCOTEWEST TRACTS SB35 SUBDIVISION EXEMPTION PLAT REC. # 1006809GARFIELD COUNTY, CO MINOR GRADING LAND USE APPLICATION SITE ACCESS FROMSWEETWATER ROAD Sheet List Table Sheet Number Sheet Title C1.0 COVER GENERAL NOTES & VICINITY MAP C2.0 OVERALL SITE & UTILITY PLAN C3.0 SITE GRADING, DRAINAGE & EROSIONCONTROL PLAN C4.0 SITE DETAILS ACCESS ROAD BUILTUNDER SEPARATE PERMIT Exhibit A6 GEN-2 GEN-1 BESS W GEN-3 UE UE UE UE UE UE UE UE UE UE UE U E U E UEUE HC E HC E HC E HC E HC E HC E HC E HC E H C E H C E H C E H C E H C E H C E H C E HCEHCE UE UE U E U E HC E HC E HC E HC E HC E HC E HCE PRI V A T E P U L L V A U L T ELE C T R I C HCE P U L L V A U L T ELE C T R I C UE UE UE UE UE UE UE UE UE UE UE UE UE U E GRAVEL ACCESS ROAD BUILT UNDER SEPARATE PERMITGRADING PERMIT APPROXIMATE LIMITS OF CLEARING ANDGRUBBING TO ACCOMMODATE THEINSTALLATION OF THE PV ARRAY MI C R O G R I D S W I T C H G E A R PROPOSED PV PANELS; BY OTHERS ELEC. HANDHOLE; RE. MEP FOR DETAILS TMV-MAIN; BY OTHERS TMV-UTILITY; BY OTHERS PANELS; BY OTHERS MAIN SERVICEDISCONNECT;BY OTHERS HCE TRANSFORMER PAD MOUNTED GENERATORS; BY OTHERS HOLY CROSS ENERGY (HCE) ELECTRIC FEED UNDERGROUND ELECTRIC, 4" CONDUIT W/1 SPARE; RE. MEP PLANS FOR DETAILS SITE LIGHTING, 2" CONDUIT W/1 SPARE;RE. MEP FOR DETAILS CONCRETE PAD (TYP), BY OTHERS PV FIELD EQUIPMENT,RE. OTHERS ISOLATIONTRANSFORMER;BY OTHERS MICROGRID SWITCHGEAR; BY OTHERS NO R T H 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 10 405 G: \ 2 0 2 4 \ 3 4 0 0 8 S W E E T W A T E R _ R A N C H \ C I V I L \ C I V I L D W G S \ P L O T \ 0 3 G A R F I E L D C O \ U T I L I T I E S \ 3 4 0 0 8 P V F I E L D . D W G - N o v 1 1 , 2 0 2 5 - 1 1 : 3 2 a m SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT:Heritage Ranch Advisors POOL CONSULTANT:Water Design Inc. LAND USE APPLICATION C2.0 OVERALL SITE & UTILITY PLAN 34008 11/11/2025 LAND USE APPLICATION 11/11/2025 X X X X PV FIELD 1 2 3 LEGEND PROPOSED UNDERGROUND ELECTRICUE PROPOSED SWALE OR DITCH>> PROPOSED CONCRETE GRAVEL ROAD IMPROVEMENTS - SEPARATE PERMIT 1. ALL UTILITY CONDUIT, FITTINGS, AND EQUIPMENT SHALL BE CAREFULLY HANDLED, STORED AND PROTECTED IN SUCH A MANNER AS TO PREVENT DAMAGE TO MATERIALS. AT NO TIME SHALL SUCH MATERIALS BE DROPPED OR DUMPED INTO TRENCH. 2. ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF ROCKS >1 1/2" Ø. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING AND BACKFILL AND/OR SUITABLE ONSITE MATERIAL. 3. INSTALL WARNING TAPE OVER ALL UTILITY LINES. 4. CLEARING AND GRUBBING SHALL NOT BE TAKEN TO RAW DIRT, LOW SHRUBS AND EXISTING PLANTS SHALL BE PRESERVED IN ACCORDANCE TO MIN.CLEARANCE REQUIREMENTS OF PV ARRAY. 5. LEGAL ACCESS TO THE SITE IS FACILITATED THROUGH DECLARATION OF ROADWAY EASEMENTS RECORDED WITHIN EAGLE COUNTY AND GARFIELD COUNTY, REC. 202506002 AND REC 1006809, RESPECTIVELY. THE ROADWAY EASEMENTS PROVIDE LEGAL ACCESS FROM SWEETWATER ROAD TO THESUBJECT PROPERTY. NOTES PROPOSED HOLY CROSS ELECTRICHCE PROPOSED CLEAR AND GRUB PROPOSED REVEGETATION GEN-2 GEN-1 BESS W GEN-3 UE UE UE UE UE UE UE UE UE UE UE U E U E U E U E UE UEUEUEUE HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E HC E H C E H C E H C E H C E H C E H C E H C E H C E H C E H C E H C E H C E H C E H C E H C E HCEHCEHCEHCEHCE UE UE UE U E U E U E U E U E UE UE UE UE UE UE UE UE UE UE U E UE UE UE UE U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E MI C R O G R I D S W I T C H G E A R > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > 7890 78 9 0 7 8 8 7 7890 7892 7888 78 8 7 7885 7890 7883 78 8 8 3. 6 % 2.1% > >>>> > > > > > >> 2. 0 % 6.0% 2.0% 2 . 9 % 2.1 % > > SCL SC L ELEC. HANDHOLE; RE. MEP FOR DETAILS TMV-MAIN; BY OTHERS TMV-UTILITY; BY OTHERS PANELS; BY OTHERS MAIN SERVICE DISCONNECT; BY OTHERS HCE TRANSFORMER HOLY CROSS ENERGY (HCE) ELECTRIC FEED UNDERGROUND ELECTRIC, 4" CONDUIT W/1 SPARE; RE. MEP PLANS FOR DETAILS SITE LIGHTING, 2" CONDUIT W/1 SPARE; RE. MEP FOR DETAILS CONCRETE PAD (TYP), BYOTHERS PV FIELD EQUIPMENT, RE. OTHERS CONCRETE PAD (TYP), BYOTHERS CONCRETE PAD CONCRETE PAD (TYP), BY OTHERS ISOLATION TRANSFORMER; BYOTHERS TC: 91.75 TC: 91.00 TC: 90.00 TC: 90.00 TC: 88.75 TC: 89.00 TC: 91.75 FG: 90.39 FG: 91.44 FG: 91.46 FG: 91.50 FG: 89.25 FG: 89.20 FG: 89.49 FG: 89.49 FG : 8 9 . 5 0 FG: 88.32 FG: 88.50 FG: 88.50 FG: 88.38 FG: 89.50 FG: 90.39 TC: 89.50 TC: 89.00 EX.: 9 2 . 8 6 EX.: 9 1 . 5 6 TC: 91.75 FL @ HP: 87.98 SOLAR ARRAYFIELD; BY OTHERS PROPOSED ROAD AND ASSOCIATEDGRADING IMPROVEMENTS PERMITTED SEPARATELY FG: 91.75 MICROGRID SWITCHGEAR; BY OTHERS SCL SCL SCL SCL SC L SCL SCL SCL SCL SCL SCL SCL SCL SCL SCL SCL SCL SCL SCL SCL N O R T H 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 10 405 G: \ 2 0 2 4 \ 3 4 0 3 1 W R I G H T S R D \ C I V I L \ C I V I L D W G S \ D E \ 3 4 0 3 1 S I T E . D W G - N o v 1 1 , 2 0 2 5 - 1 1 : 5 8 a m SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN: Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT:Heritage Ranch Advisors POOL CONSULTANT:Water Design Inc. LAND USE APPLICATION C3.0 SITE GRADING, DRAINAGE & EROSION CONTROL PLAN 34008 11/11/2025 LAND USE APPLICATION 11/11/2025 X X X X PV FIELD 1 2 3 CONTOUR (SEPARATE PERMIT) CONTOUR INTERVAL (SEPARATE PERMIT)7700 EXISTING CONTOUR (LIDAR) EXISTING CONTOUR INTERVAL (LIDAR)7700 LEGEND PROPOSED CONTOUR PROPOSED CONTOUR INTERVAL7700 DRAINAGE DIRECTION/SLOPE SPOT ELEVATION EXAMPLE: TOP OF CONCRETE @ 7605.25' = EX = EXISTING GRADE FG = FINISHED GRADE FL = FLOW LINE HP = HIGH POINT LP = LOW POINT RIM = RIM ELEVATION TC = TOP OF CONCRETE SPOT ELEVATION LEGEND NOTE: ALL SPOT ELEVATIONS ARE TRUNCATED CIVIL ELEVATIONS (IE. 7605.25 -> 05.25) AND DO NOT REFERENCE ARCHITECTURAL ELEVATIONS XX:XX.XX' 2.0% TC:05.25' PROPOSED SEDIMENT CONTROL LOGSCL PROPOSED UNDERGROUND ELECTRICUE PROPOSED SWALE OR DITCH>> PROPOSED CONCRETE GRAVEL ROAD IMPROVEMENTS - SEPARATE PERMIT PROPOSED HOLY CROSS ELECTRICHCE APPROXIMATE LIMITS OF CLEARING & GRUBBING PROPOSED REVEGETATION G: \ 2 0 2 4 \ 3 4 0 0 8 S W E E T W A T E R _ R A N C H \ C I V I L \ C I V I L D W G S \ P L O T \ 0 3 G A R F I E L D C O \ U T I L I T I E S \ 3 4 0 0 8 P V F I E L D . D W G - N o v 1 1 , 2 0 2 5 - 1 1 : 3 2 a m SHEET NAME: SHEET NUMBER: DATE: PHASE: PROJECT #: DRAWN BY: ISSUED FOR: NO. DESCRIPTION DATE SW E E T W A T E R R A N C H 48 9 4 S w e e t w a t e r R o a d Gy p s u m , C o l o r a d o 8 1 6 3 7 BUILDING: RESIDENTIAL ARCHITECT & INTERIOR DESIGN:Centre Sky Architecture, ltd. AGRICULTURE ARCHITECT & INTERIOR DESIGN: GENERAL CONTRACTOR: LANDSCAPE ARCHITECT: PERMITTING & LAND PLANNER: CIVIL ENGINEER: STRUCTURAL & MEP ENGINEER: SURVEYOR: GEOTECHNICAL ENGINEER: WETLANDS, WILDFIRE & WILDLIFE CONSULTANT: RANCH IRRIGATION, WATER RIGHTS & WATER RESOURCES ENGINEER: INTERIOR DESIGN: AV & LIGHTING DESIGN: KITCHEN CONSULTANT: GH2 Equine Architects Beck Building Company Bluegreen Sopris Engineering IMEG Corp. True North CTL Thompson Red Mountain Environmental Water Resource Consultants AP Resort Concepts Realm Control Katz Company BendonAdams RANCH CONSULTANT:Heritage Ranch Advisors POOL CONSULTANT:Water Design Inc. LAND USE APPLICATION C4.0 SITE DETAILS 34008 11/11/2025 LAND USE APPLICATION 11/11/2025 X X X X PV FIELD 1 2 3 1 312" 6" min. SAND, COMPOST, TOPSOIL MIX W/ PROPER COMPACTION OR SOD MATERIAL SCALE: N.T.S. TYPICAL SWALE SECTION SEDIMENT CONTROL LOG INSTALLATION NOTES SEDIMENT CONTROL LOG MAINTENANCE NOTES A A SECTION A - A USE TWO STAKES 1 1/2 ' x 1 1/2 " x SUFFICIENTLENGTH TO EMBED AT LEAST 12" INTO SOIL AT EACH END OFLOG USE A STAKE EVERY 24" AT ALTERNATE 90 DEGREEORIENTATION THROUGHOUT THE SEDIMENTATIONLOG. SEDIMENTATION LOG - 12" MIN. DIAMETER STAKE AT 90 DEG.TO EACH OTHER WETLANDS OR FEATURESREQUIRING PROTECTION (NOT TO SCALE) 1. SEE PLAN VIEW FOR: LOCATION OF SEDIMENT CONTROL LOG. 2. SEDIMENT CONTROL LOGS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE SEDIMENT CONTROL LOGS SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF2-INCHES. 1. THE SWMP MANAGER SHALL INSPECT SEDIMENT CONTROL LOGS DAILY, DURING AND AFTER ANY STORM EVENT & MAKE REPAIRS OR CLEANOUT UPSTREAM SEDIMENT AS NECESSARY. 2. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOGS SHALL BE REMOVED WHEN THE UPSTREAM DEPTH IS WITHIN 12 THE HEIGHT OF THE CREST OF LOG. 3. SEDIMENT CONTROL LOGS SHALL BE REMOVED AT THE END OF CONSTRUCTION, ONCE PROPERVEGETATION HAS BEEN ESTABLISHED. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL IT SHALL BE COVERED WITH TOPSOIL AND REVEGETATED/STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. SEDIMENT CONTROL LOG (1 2 " MI N . ) 2' TO 3' 1/2H (12" MIN) FABRIC MATERIAL (ANCHORED IN TRENCH) H SILT FENCE INSTALLATION -NTS- 4" 4" 1/ 2 H H (MAXIM U M ) -NTS- FLOW BACKFILL TRENCH JURISDICTION NOTE: SILT F E N C E 15' SECTION COMPACTED 4"x4" OR AS DIRECTED BY LOCAL LANDSCAPING IS COMPLETED,SHALL BE MAINTAINED UNTILEROSION CONTROL MEASURES SILT FENCE DETAIL (NOT TO SCALE) SCALE: N.T.S. EROSION CONTROL BALE DETAIL 6" FORGESOLAR GLARE ANALYSIS Summary of Results No glare predicted PV Array Tilt Orient Annual Green Glare Annual Yellow Glare Energy ° ° min hr min hr kWh Center East Partial PV Array SA tracking SA tracking 0 0.0 0 0.0 - North East Partial PV Array SA tracking SA tracking 0 0.0 0 0.0 - South East Partial PV Array SA tracking SA tracking 0 0.0 0 0.0 - West Array SA tracking SA tracking 0 0.0 0 0.0 - Total glare received by each receptor; may include duplicate times of glare from multiple reflective surfaces. Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 Project: Sweetwater Tracker 500 kW Single Axis Tracker Ground Mount Photovoltaic Array Site configuration: Sweetwater Ranch-temp-0 Client: Sweetwater Ranch Created 31 Oct, 2025 Updated 31 Oct, 2025 Time-step 1 minute Timezone offset UTC-7 Minimum sun altitude 0.0 deg DNI peaks at 1,000.0 W/m Category 100 to 500 kW (1,000 kW / 8 acre limit) Site ID 163274.27363 Ocular transmission coefficient 0.5 Pupil diameter 0.002 m Eye focal length 0.017 m Sun subtended angle 9.3 mrad PV analysis methodology V2 2 Page 1 of 24 Exhibit A7 Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 OP 25 0 0.0 0 0.0 OP 26 0 0.0 0 0.0 OP 27 0 0.0 0 0.0 OP 28 0 0.0 0 0.0 OP 29 0 0.0 0 0.0 OP 30 0 0.0 0 0.0 OP 31 0 0.0 0 0.0 OP 32 0 0.0 0 0.0 OP 33 0 0.0 0 0.0 OP 34 0 0.0 0 0.0 OP 35 0 0.0 0 0.0 OP 36 0 0.0 0 0.0 OP 37 0 0.0 0 0.0 OP 38 0 0.0 0 0.0 OP 39 0 0.0 0 0.0 OP 40 0 0.0 0 0.0 Page 2 of 24 Component Data PV Arrays Name: Center East Partial PV Array Axis tracking: Single-axis rotation Backtracking: Shade-slope Tracking axis orientation: 180.0° Max tracking angle: 52.0° Resting angle: 52.0° Ground Coverage Ratio: 0.374 Rated power: - Panel material: Light textured glass with AR coating Reflectivity: Vary with sun Slope error: correlate with material Vertex Latitude (°) Longitude (°) Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 39.755961 -107.123499 7894.84 6.00 7900.84 2 39.756279 -107.123494 7890.34 6.00 7896.34 3 39.756279 -107.123868 7892.75 6.00 7898.75 4 39.755958 -107.123885 7891.21 6.00 7897.21 Name: North East Partial PV Array Axis tracking: Single-axis rotation Backtracking: Shade-slope Tracking axis orientation: 180.0° Max tracking angle: 52.0° Resting angle: 52.0° Ground Coverage Ratio: 0.374 Rated power: - Panel material: Light textured glass with AR coating Reflectivity: Vary with sun Slope error: correlate with material Vertex Latitude (°) Longitude (°) Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 39.756281 -107.123495 7890.33 6.00 7896.33 2 39.756566 -107.123492 7878.58 6.00 7884.58 3 39.756561 -107.123855 7883.37 6.00 7889.37 4 39.756282 -107.123867 7892.75 6.00 7898.75 Page 3 of 24 Name: South East Partial PV Array Axis tracking: Single-axis rotation Backtracking: Shade-slope Tracking axis orientation: 180.0° Max tracking angle: 52.0° Resting angle: 52.0° Ground Coverage Ratio: 0.374 Rated power: - Panel material: Light textured glass with AR coating Reflectivity: Vary with sun Slope error: correlate with material Vertex Latitude (°) Longitude (°) Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 39.755957 -107.123497 7894.84 6.00 7900.84 2 39.755619 -107.123497 7884.92 6.00 7890.92 3 39.755621 -107.123890 7887.21 6.00 7893.21 4 39.755958 -107.123882 7891.20 6.00 7897.20 Name: West Array Axis tracking: Single-axis rotation Backtracking: Shade-slope Tracking axis orientation: 180.0° Max tracking angle: 52.0° Resting angle: 52.0° Ground Coverage Ratio: 0.374 Rated power: - Panel material: Smooth glass without AR coating Reflectivity: Vary with sun Slope error: correlate with material Vertex Latitude (°) Longitude (°) Ground elevation (ft) Height above ground (ft) Total elevation (ft) 1 39.756563 -107.123857 7883.46 6.00 7889.46 2 39.755620 -107.123891 7887.21 6.00 7893.21 3 39.755628 -107.124258 7899.29 6.00 7905.29 4 39.756571 -107.124231 7895.45 6.00 7901.45 Page 4 of 24 Discrete Observation Point Receptors Name ID Latitude (°)Longitude (°)Elevation (ft)Height (ft) OP 1 1 39.783118 -107.109347 8189.65 5.00 OP 2 2 39.761326 -107.132419 8109.84 5.00 OP 3 3 39.760968 -107.133523 8127.87 5.00 OP 4 4 39.766898 -107.127132 7883.36 5.00 OP 5 5 39.766784 -107.131342 7990.47 5.00 OP 6 6 39.761037 -107.139427 8308.00 5.00 OP 7 7 39.762971 -107.145948 8564.45 5.00 OP 8 8 39.761470 -107.163127 9153.57 5.00 OP 9 9 39.752293 -107.190715 10680.12 5.00 OP 10 10 39.739756 -107.185344 10604.71 5.00 OP 11 11 39.728624 -107.179629 10520.93 5.00 OP 12 12 39.741214 -107.159273 9649.56 5.00 OP 13 13 39.741371 -107.128439 8719.77 5.00 OP 14 14 39.741718 -107.109274 8101.20 5.00 OP 15 15 39.751547 -107.097962 6841.23 5.00 OP 16 16 39.766230 -107.101675 7024.16 5.00 OP 17 17 39.749034 -107.097571 6828.90 5.00 OP 18 18 39.759401 -107.103040 6950.67 5.00 OP 19 19 39.766112 -107.102362 7005.21 5.00 OP 20 20 39.771314 -107.108516 7051.29 5.00 OP 21 21 39.753437 -107.106042 7082.80 5.00 OP 22 22 39.750369 -107.107470 7298.11 5.00 OP 23 23 39.754710 -107.119271 7768.22 5.00 OP 24 24 39.755219 -107.120188 7778.71 5.00 OP 25 25 39.755954 -107.117082 7711.48 5.00 OP 26 26 39.756638 -107.119648 7726.02 5.00 OP 27 27 39.755572 -107.119571 7749.54 5.00 OP 28 28 39.753181 -107.126300 7933.20 5.00 OP 29 29 39.754230 -107.125730 7941.53 5.00 OP 30 30 39.751931 -107.126912 7949.62 5.00 OP 31 31 39.754670 -107.122107 7837.56 5.00 OP 32 32 39.760176 -107.120558 7639.93 5.00 OP 33 33 39.759189 -107.119421 7656.21 5.00 OP 34 34 39.764923 -107.118159 7413.92 5.00 OP 35 35 39.765537 -107.112722 7292.50 5.00 OP 36 36 39.757452 -107.132627 8194.57 5.00 OP 37 37 39.749529 -107.140680 8446.79 5.00 OP 38 38 39.758150 -107.137044 8248.89 5.00 OP 39 39 39.755208 -107.145528 8747.15 5.00 OP 40 40 39.747826 -107.165006 9692.55 5.00 Page 5 of 24 Glare Analysis Results Summary of Results No glare predicted PV Array Tilt Orient Annual Green Glare Annual Yellow Glare Energy ° ° min hr min hr kWh Center East Partial PV Array SA tracking SA tracking 0 0.0 0 0.0 - North East Partial PV Array SA tracking SA tracking 0 0.0 0 0.0 - South East Partial PV Array SA tracking SA tracking 0 0.0 0 0.0 - West Array SA tracking SA tracking 0 0.0 0 0.0 - Total glare received by each receptor; may include duplicate times of glare from multiple reflective surfaces. Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 OP 25 0 0.0 0 0.0 OP 26 0 0.0 0 0.0 Page 6 of 24 Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 27 0 0.0 0 0.0 OP 28 0 0.0 0 0.0 OP 29 0 0.0 0 0.0 OP 30 0 0.0 0 0.0 OP 31 0 0.0 0 0.0 OP 32 0 0.0 0 0.0 OP 33 0 0.0 0 0.0 OP 34 0 0.0 0 0.0 OP 35 0 0.0 0 0.0 OP 36 0 0.0 0 0.0 OP 37 0 0.0 0 0.0 OP 38 0 0.0 0 0.0 OP 39 0 0.0 0 0.0 OP 40 0 0.0 0 0.0 Page 7 of 24 PV: Center East Partial PV Array no glare found Receptor results ordered by category of glare Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 OP 25 0 0.0 0 0.0 OP 26 0 0.0 0 0.0 OP 27 0 0.0 0 0.0 OP 28 0 0.0 0 0.0 OP 29 0 0.0 0 0.0 OP 30 0 0.0 0 0.0 OP 31 0 0.0 0 0.0 OP 32 0 0.0 0 0.0 OP 33 0 0.0 0 0.0 OP 34 0 0.0 0 0.0 OP 35 0 0.0 0 0.0 OP 36 0 0.0 0 0.0 OP 37 0 0.0 0 0.0 Page 8 of 24 Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 38 0 0.0 0 0.0 OP 39 0 0.0 0 0.0 OP 40 0 0.0 0 0.0 Center East Partial PV Array and OP 1 No glare found Center East Partial PV Array and OP 2 No glare found Center East Partial PV Array and OP 3 No glare found Center East Partial PV Array and OP 4 No glare found Center East Partial PV Array and OP 5 No glare found Center East Partial PV Array and OP 6 No glare found Center East Partial PV Array and OP 7 No glare found Center East Partial PV Array and OP 8 No glare found Center East Partial PV Array and OP 9 No glare found Center East Partial PV Array and OP 10 No glare found Center East Partial PV Array and OP 11 No glare found Center East Partial PV Array and OP 12 No glare found Page 9 of 24 Center East Partial PV Array and OP 13 No glare found Center East Partial PV Array and OP 14 No glare found Center East Partial PV Array and OP 15 No glare found Center East Partial PV Array and OP 16 No glare found Center East Partial PV Array and OP 17 No glare found Center East Partial PV Array and OP 18 No glare found Center East Partial PV Array and OP 19 No glare found Center East Partial PV Array and OP 20 No glare found Center East Partial PV Array and OP 21 No glare found Center East Partial PV Array and OP 22 No glare found Center East Partial PV Array and OP 23 No glare found Center East Partial PV Array and OP 24 No glare found Center East Partial PV Array and OP 25 No glare found Center East Partial PV Array and OP 26 No glare found Page 10 of 24 Center East Partial PV Array and OP 27 No glare found Center East Partial PV Array and OP 28 No glare found Center East Partial PV Array and OP 29 No glare found Center East Partial PV Array and OP 30 No glare found Center East Partial PV Array and OP 31 No glare found Center East Partial PV Array and OP 32 No glare found Center East Partial PV Array and OP 33 No glare found Center East Partial PV Array and OP 34 No glare found Center East Partial PV Array and OP 35 No glare found Center East Partial PV Array and OP 36 No glare found Center East Partial PV Array and OP 37 No glare found Center East Partial PV Array and OP 38 No glare found Center East Partial PV Array and OP 39 No glare found Center East Partial PV Array and OP 40 No glare found Page 11 of 24 PV: North East Partial PV Array no glare found Receptor results ordered by category of glare Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 OP 25 0 0.0 0 0.0 OP 26 0 0.0 0 0.0 OP 27 0 0.0 0 0.0 OP 28 0 0.0 0 0.0 OP 29 0 0.0 0 0.0 OP 30 0 0.0 0 0.0 OP 31 0 0.0 0 0.0 OP 32 0 0.0 0 0.0 OP 33 0 0.0 0 0.0 OP 34 0 0.0 0 0.0 OP 35 0 0.0 0 0.0 OP 36 0 0.0 0 0.0 OP 37 0 0.0 0 0.0 OP 38 0 0.0 0 0.0 OP 39 0 0.0 0 0.0 Page 12 of 24 Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 40 0 0.0 0 0.0 North East Partial PV Array and OP 1 No glare found North East Partial PV Array and OP 2 No glare found North East Partial PV Array and OP 3 No glare found North East Partial PV Array and OP 4 No glare found North East Partial PV Array and OP 5 No glare found North East Partial PV Array and OP 6 No glare found North East Partial PV Array and OP 7 No glare found North East Partial PV Array and OP 8 No glare found North East Partial PV Array and OP 9 No glare found North East Partial PV Array and OP 10 No glare found North East Partial PV Array and OP 11 No glare found North East Partial PV Array and OP 12 No glare found North East Partial PV Array and OP 13 No glare found Page 13 of 24 North East Partial PV Array and OP 14 No glare found North East Partial PV Array and OP 15 No glare found North East Partial PV Array and OP 16 No glare found North East Partial PV Array and OP 17 No glare found North East Partial PV Array and OP 18 No glare found North East Partial PV Array and OP 19 No glare found North East Partial PV Array and OP 20 No glare found North East Partial PV Array and OP 21 No glare found North East Partial PV Array and OP 22 No glare found North East Partial PV Array and OP 23 No glare found North East Partial PV Array and OP 24 No glare found North East Partial PV Array and OP 25 No glare found North East Partial PV Array and OP 26 No glare found North East Partial PV Array and OP 27 No glare found Page 14 of 24 North East Partial PV Array and OP 28 No glare found North East Partial PV Array and OP 29 No glare found North East Partial PV Array and OP 30 No glare found North East Partial PV Array and OP 31 No glare found North East Partial PV Array and OP 32 No glare found North East Partial PV Array and OP 33 No glare found North East Partial PV Array and OP 34 No glare found North East Partial PV Array and OP 35 No glare found North East Partial PV Array and OP 36 No glare found North East Partial PV Array and OP 37 No glare found North East Partial PV Array and OP 38 No glare found North East Partial PV Array and OP 39 No glare found North East Partial PV Array and OP 40 No glare found Page 15 of 24 PV: South East Partial PV Array no glare found Receptor results ordered by category of glare Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 OP 25 0 0.0 0 0.0 OP 26 0 0.0 0 0.0 OP 27 0 0.0 0 0.0 OP 28 0 0.0 0 0.0 OP 29 0 0.0 0 0.0 OP 30 0 0.0 0 0.0 OP 31 0 0.0 0 0.0 OP 32 0 0.0 0 0.0 OP 33 0 0.0 0 0.0 OP 34 0 0.0 0 0.0 OP 35 0 0.0 0 0.0 OP 36 0 0.0 0 0.0 OP 37 0 0.0 0 0.0 OP 38 0 0.0 0 0.0 OP 39 0 0.0 0 0.0 Page 16 of 24 Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 40 0 0.0 0 0.0 South East Partial PV Array and OP 1 No glare found South East Partial PV Array and OP 2 No glare found South East Partial PV Array and OP 3 No glare found South East Partial PV Array and OP 4 No glare found South East Partial PV Array and OP 5 No glare found South East Partial PV Array and OP 6 No glare found South East Partial PV Array and OP 7 No glare found South East Partial PV Array and OP 8 No glare found South East Partial PV Array and OP 9 No glare found South East Partial PV Array and OP 10 No glare found South East Partial PV Array and OP 11 No glare found South East Partial PV Array and OP 12 No glare found South East Partial PV Array and OP 13 No glare found Page 17 of 24 South East Partial PV Array and OP 14 No glare found South East Partial PV Array and OP 15 No glare found South East Partial PV Array and OP 16 No glare found South East Partial PV Array and OP 17 No glare found South East Partial PV Array and OP 18 No glare found South East Partial PV Array and OP 19 No glare found South East Partial PV Array and OP 20 No glare found South East Partial PV Array and OP 21 No glare found South East Partial PV Array and OP 22 No glare found South East Partial PV Array and OP 23 No glare found South East Partial PV Array and OP 24 No glare found South East Partial PV Array and OP 25 No glare found South East Partial PV Array and OP 26 No glare found South East Partial PV Array and OP 27 No glare found Page 18 of 24 South East Partial PV Array and OP 28 No glare found South East Partial PV Array and OP 29 No glare found South East Partial PV Array and OP 30 No glare found South East Partial PV Array and OP 31 No glare found South East Partial PV Array and OP 32 No glare found South East Partial PV Array and OP 33 No glare found South East Partial PV Array and OP 34 No glare found South East Partial PV Array and OP 35 No glare found South East Partial PV Array and OP 36 No glare found South East Partial PV Array and OP 37 No glare found South East Partial PV Array and OP 38 No glare found South East Partial PV Array and OP 39 No glare found South East Partial PV Array and OP 40 No glare found Page 19 of 24 PV: West Array no glare found Receptor results ordered by category of glare Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 1 0 0.0 0 0.0 OP 2 0 0.0 0 0.0 OP 3 0 0.0 0 0.0 OP 4 0 0.0 0 0.0 OP 5 0 0.0 0 0.0 OP 6 0 0.0 0 0.0 OP 7 0 0.0 0 0.0 OP 8 0 0.0 0 0.0 OP 9 0 0.0 0 0.0 OP 10 0 0.0 0 0.0 OP 11 0 0.0 0 0.0 OP 12 0 0.0 0 0.0 OP 13 0 0.0 0 0.0 OP 14 0 0.0 0 0.0 OP 15 0 0.0 0 0.0 OP 16 0 0.0 0 0.0 OP 17 0 0.0 0 0.0 OP 18 0 0.0 0 0.0 OP 19 0 0.0 0 0.0 OP 20 0 0.0 0 0.0 OP 21 0 0.0 0 0.0 OP 22 0 0.0 0 0.0 OP 23 0 0.0 0 0.0 OP 24 0 0.0 0 0.0 OP 25 0 0.0 0 0.0 OP 26 0 0.0 0 0.0 OP 27 0 0.0 0 0.0 OP 28 0 0.0 0 0.0 OP 29 0 0.0 0 0.0 OP 30 0 0.0 0 0.0 OP 31 0 0.0 0 0.0 OP 32 0 0.0 0 0.0 OP 33 0 0.0 0 0.0 OP 34 0 0.0 0 0.0 OP 35 0 0.0 0 0.0 OP 36 0 0.0 0 0.0 OP 37 0 0.0 0 0.0 OP 38 0 0.0 0 0.0 OP 39 0 0.0 0 0.0 Page 20 of 24 Receptor Annual Green Glare Annual Yellow Glare min hr min hr OP 40 0 0.0 0 0.0 West Array and OP 1 No glare found West Array and OP 2 No glare found West Array and OP 3 No glare found West Array and OP 4 No glare found West Array and OP 5 No glare found West Array and OP 6 No glare found West Array and OP 7 No glare found West Array and OP 8 No glare found West Array and OP 9 No glare found West Array and OP 10 No glare found West Array and OP 11 No glare found West Array and OP 12 No glare found West Array and OP 13 No glare found Page 21 of 24 West Array and OP 14 No glare found West Array and OP 15 No glare found West Array and OP 16 No glare found West Array and OP 17 No glare found West Array and OP 18 No glare found West Array and OP 19 No glare found West Array and OP 20 No glare found West Array and OP 21 No glare found West Array and OP 22 No glare found West Array and OP 23 No glare found West Array and OP 24 No glare found West Array and OP 25 No glare found West Array and OP 26 No glare found West Array and OP 27 No glare found Page 22 of 24 West Array and OP 28 No glare found West Array and OP 29 No glare found West Array and OP 30 No glare found West Array and OP 31 No glare found West Array and OP 32 No glare found West Array and OP 33 No glare found West Array and OP 34 No glare found West Array and OP 35 No glare found West Array and OP 36 No glare found West Array and OP 37 No glare found West Array and OP 38 No glare found West Array and OP 39 No glare found West Array and OP 40 No glare found Page 23 of 24 Assumptions Default glare analysis parameters and observer eye characteristics (for reference only): • Analysis time interval: 1 minute • Ocular transmission coefficient: 0.5 • Pupil diameter: 0.002 meters • Eye focal length: 0.017 meters • Sun subtended angle: 9.3 milliradians © Sims Industries d/b/a ForgeSolar, All Rights Reserved. "Green" glare is glare with low potential to cause an after-image (flash blindness) when observed prior to a typical blink response time. "Yellow" glare is glare with potential to cause an after-image (flash blindness) when observed prior to a typical blink response time. Times associated with glare are denoted in Standard time. For Daylight Savings, add one hour. The algorithm does not rigorously represent the detailed geometry of a system; detailed features such as gaps between modules, variable height of the PV array, and support structures may impact actual glare results. However, we have validated our models against several systems, including a PV array causing glare to the air-traffic control tower at Manchester-Boston Regional Airport and several sites in Albuquerque, and the tool accurately predicted the occurrence and intensity of glare at different times and days of the year. Several V1 calculations utilize the PV array centroid, rather than the actual glare spot location, due to algorithm limitations. This may affect results for large PV footprints. Additional analyses of array sub-sections can provide additional information on expected glare. This primarily affects V1 analyses of path receptors. Random number computations are utilized by various steps of the annual hazard analysis algorithm. Predicted minutes of glare can vary between runs as a result. This limitation primarily affects analyses of Observation Point receptors, including ATCTs. Note that the SGHAT/ ForgeSolar methodology has always relied on an analytical, qualitative approach to accurately determine the overall hazard (i.e. green vs. yellow) of expected glare on an annual basis. The analysis does not automatically consider obstacles (either man-made or natural) between the observation points and the prescribed solar installation that may obstruct observed glare, such as trees, hills, buildings, etc. The subtended source angle (glare spot size) is constrained by the PV array footprint size. Partitioning large arrays into smaller sections will reduce the maximum potential subtended angle, potentially impacting results if actual glare spots are larger than the sub-array size. Additional analyses of the combined area of adjacent sub-arrays can provide more information on potential glare hazards. (See previous point on related limitations.) The variable direct normal irradiance (DNI) feature (if selected) scales the user-prescribed peak DNI using a typical clear-day irradiance profile. This profile has a lower DNI in the mornings and evenings and a maximum at solar noon. The scaling uses a clear-day irradiance profile based on a normalized time relative to sunrise, solar noon, and sunset, which are prescribed by a sun-position algorithm and the latitude and longitude obtained from Google maps. The actual DNI on any given day can be affected by cloud cover, atmospheric attenuation, and other environmental factors. The ocular hazard predicted by the tool depends on a number of environmental, optical, and human factors, which can be uncertain. We provide input fields and typical ranges of values for these factors so that the user can vary these parameters to see if they have an impact on the results. The speed of SGHAT allows expedited sensitivity and parametric analyses. The system output calculation is a DNI-based approximation that assumes clear, sunny skies year-round. It should not be used in place of more rigorous modeling methods. Hazard zone boundaries shown in the Glare Hazard plot are an approximation and visual aid based on aggregated research data. Actual ocular impact outcomes encompass a continuous, not discrete, spectrum. Glare locations displayed on receptor plots are approximate. Actual glare-spot locations may differ. Refer to the Help page at www.forgesolar.com/help/ for assumptions and limitations not listed here. Page 24 of 24 Point Receptor #Latitude Longitude Name OP 1 39.783118 -107.1093465 SWR-Sheep Creek Arch 1 OP 2 39.7613259 -107.1324188 SWR-Red House 1 OP 3 39.76096836 -107.133523 SWR-Red House 2 OP 4 39.76689772 -107.1271316 SWR-Off Prop Road 1 OP 5 39.76678369 -107.1313424 SWR-Off Prop Road 2 OP 6 39.76103672 -107.1394271 SWR-Off Prop Road 3 OP 7 39.76297131 -107.1459476 SWR-Off Prop Arch 1 OP 8 39.76146993 -107.1631271 SWR-Off Prop Arch 2 OP 9 39.75229266 -107.1907151 SWR-Flattops 1 OP 10 39.73975643 -107.1853443 SWR-Flattops 2 OP 11 39.72862375 -107.1796285 SWR-Flattops 3 OP 12 39.74121358 -107.1592732 SWR-M Ridge 1 OP 13 39.74137093 -107.1284385 SWR-M Ridge 3 OP 14 39.74171753 -107.1092744 SWR-M Ridge 4 OP 15 39.75154679 -107.097962 SWR-SWR Road Arch 3 OP 16 39.76623043 -107.1016748 SWR-SWR Road Arch 4 OP 17 39.74903369 -107.0975705 SWR-SWR Road 2 OP 18 39.75940088 -107.1030403 SWR-SWR Road 3 OP 19 39.76611199 -107.1023616 SWR-SWR Road 4 OP 20 39.77131358 -107.1085165 SWR-SWR Road 6 Point Receptor #Latitude Longitude Name OP 21 39.75343722 -107.1060415 SWR-Riding Area OP 22 39.75036948 -107.1074697 SWR-Shooting Range OP 23 39.7547098 -107.1192715 SWR-GC 4 OP 24 39.75521902 -107.1201884 SWR-GC 3 OP 25 39.75595387 -107.1170818 SWR-MR OP 26 39.75663802 -107.1196482 SWR-GC 2 OP 27 39.7555721 -107.119571 SWR-CB OP 28 39.75318056 -107.1263005 SWR-AB OP 29 39.75423027 -107.1257301 SWR-SS OP 30 39.75193052 -107.1269123 SWR-Upper AB OP 31 39.75466987 -107.1221075 SWR-AB Road OP 32 39.76017627 -107.1205578 SWR-UH Road Beginning OP 33 39.75918857 -107.1194211 SWR-Road 1 Upper OP 34 39.76492292 -107.1181586 SWR-Hunting Cabins OP 35 39.76553716 -107.1127216 SWR-Road 3 Middle OP 36 39.75745239 -107.1326267 SWR-Stout Res OP 37 39.74952924 -107.1406799 SWR-Calvic Res OP 38 39.75815011 -107.1370437 SWR-Stout Res Meadows OP 39 39.75520761 -107.1455285 SWR-Upper Meadows OP 40 39.74782641 -107.1650059 SWR-Flattops 4 Off Property Points On Property Points Sweetwater Ranch Ground Mount PV System Glare Study Prepared for: BendonAdams 300 South Spring Street, #202 Aspen, CO 81611 November 12, 2025 Prepared by: RedMountain Environmental, LLC. 802 Palmer Avenue Glenwood Springs, CO 81601 Wildlife & Vegetation Impact Report Sweetwater Ranch Solar Array Garfield County, Colorado Exhibit A8 Sweetwater Ranch Solar Ecological Impact Review i Table of Contents 1.0 Introduction ......................................................................................................................... 1 2.0 Project Setting ..................................................................................................................... 1 3.0 Impacts to Vegetation and Wildlife Resources .................................................................... 5 Vegetation ......................................................................................................................................... 5 Federally Listed Species .................................................................................................................. 5 3.2.1 Gray Wolf (Canis lupus) ......................................................................................................... 7 3.2.2 Monarch Butterfly (Danaus plexippus) ................................................................................ 7 3.2.3 Suckley’s Cuckoo Bumble Bee (Bombus suckleyi) .............................................................. 8 State-Listed Species ......................................................................................................................... 9 3.3.1 Bat Species ............................................................................................................................. 9 3.3.2 Bald Eagle (Haliaeetus leucocephalus) ............................................................................... 10 3.3.3 Golden Eagle (Aquila chrysaetos) ....................................................................................... 12 Big Game Species ........................................................................................................................... 14 3.4.1 Elk (Cervus canadensis) ........................................................................................................ 14 3.4.2 Mule Deer (Odocoileus hemionus) ...................................................................................... 17 3.4.3 Black Bear (Ursus americanus) ........................................................................................... 20 Wildlife Impact Minimization Recommendations ...................................................................... 22 4.0 References ......................................................................................................................... 23 List of Tables Table 1. Federally-Listed Species Initially Considered .................................................................................. 5 List of Figures Figure 1. Project Vicinity ............................................................................................................................... 3 Figure 2. Site Map ......................................................................................................................................... 4 Figure 3. Bald Eagle Habitats ...................................................................................................................... 11 Figure 4. Golden Eagle Nest Site and ½ -mile Buffer .................................................................................. 13 Figure 5. Elk Habitats .................................................................................................................................. 16 Figure 6. Mule Deer Habitats ...................................................................................................................... 19 Figure 7. Black Bear Habitats ...................................................................................................................... 21 Appendices Appendix A – State Listed Species ............................................................................................. 255 Sweetwater Ranch Solar Ecological Impact Review 1 1.0 INTRODUCTION Sweetwater Ranch is proposing to construct, operate, and maintain a 500 kW solar field, located on 1.96 acres with another 0.33 acres developed for equipment and battery storage. A 0.15-mile access road (impacting approximately 0.35 acres) has already been constructed to access the solar field, and electrical lines would be buried next to the road. The total project impacts are around 2.64 acres. Construction is anticipated to start in the summer of 2026, with some light earthwork being done, and then in the summer of 2027 the final racking, panel installation, and utility corridor installation would occur. As the solar array is on private lands, there is no need for large fences, and a three-stand barbed-wire fence would be used to keep cattle out of the solar array. This report presents the baseline conditions of wildlife, wildlife habitat, and other ecological resources within the project area. This analysis addresses the current significant wildlife use of the Ranch, evaluates potential effects of development on wildlife and other important ecological resources. This report provides all wildlife and wildlife habitat information required by the Garfield County Land Use Code (LUC) – specifically, Land Suitability Analysis, Impact Analysis, and Section 7-202 Protection of Wildlife Habitat Areas. 2.0 PROJECT SETTING The Ranch is situated in the Foothills Shrubland (21d) level IV ecoregion, which is within the Southern Rockies (21) level III ecoregion (Chapman et al. 2006). The elevation of Sweetwater Ranch ranges from approximately 6,700 to 9,500 feet above mean sea level and lies within Sections 25-28, 34-36, of Township 3 South, Range 87 West and Sections 2 and 3 of T4S, R87W, and Section 31, T3S, R86W (6th Principal Meridian; Figures 1 and 2). The solar array would be at an elevation of approximately 7,850 feet. Habitats on the Ranch are dominated by montane habitats, including pinyon-juniper woodlands, sagebrush shrublands, mixed mountain shrublands, Gambel oak stands, smaller aspen stands, riparian woodlands, and extensive irrigated pastures; the upper elevations grade into aspen and mixed conifer stands. The ranch extends into Eagle County, where Sweetwater Creek is located. Within Garfield County, two smaller creeks occur, including Mason Creek and Morris Creek, which support riparian woodlands and shrublands. Dominant vegetation within the project area is as follows: Sagebrush Shrublands. Vegetation is dominated by mountain big sagebrush (Artemisia tridentata ssp. vaseyana), bitterbrush (Purshia tridentata), potato cactus (Opuntia fragilis), mountain ball cactus (Pediocactus simpsonii), Indian ricegrass (Achnatherum hymenoides), needle and thread grass (Hesperostipa comata), crested wheat grass Sweetwater Ranch Solar Ecological Impact Review 2 (Agropyrum cristatum), desert alyssum (Alyssum desertorum), spiny phlox (Phlox hoodii), death camas (Toxicoscordion venenosum), mariposa lily (Calochortus ssp.), and other native forbs. The BLM sensitive plants species Harrington’s beardtongue (Penstemon harringtonii) also occurs within this community type and was observed within the project area. Mixed Mountain Shrublands. This community type is dominated by Utah serviceberry (Amelanchier utahensis), snowberry (Symphoricarpos occidentalis), chokecherry (Prunus virginiana), sagebrush, and Gambel oak (Quercus gambelii). Understory species comprised of elk sedge (Carex geyeri), crested wheatgrass, Indian ricegrass, desert alyssum, tumble mus tard (Sisymbrium altissimum), and Osterhout’s beardtongue (Penstemon osterhouitii). Sweetwater Ranch Solar Ecological Impact Review 3 Figure 1. Project Vicinity Sweetwater Ranch Solar Ecological Impact Review 4 Figure 2. Site Map Sweetwater Ranch Solar Ecological Impact Review 5 3.0 IMPACTS TO VEGETATION AND WILDLIFE RESOURCES Vegetation The majority of the proposed project would occur within sagebrush shrublands, and a smaller portion would be in mixed mountain shrublands. These vegetation types provide year-round habitat for a variety of wildlife species, including nesting birds, small mammals, elk, mule deer, carnivores, and other wildlife groups. Most of the impacts would be the conversion of sagebrush shrublands to a solar array site; due to wildfire concerns, areas around the solar panels would need to be mowed, but these areas would still provide native vegetation habitats for at least smaller mammals and some bird species. The access road would no longer provide suitable wildlife habitat. No noxious weeds were observed during the site visit, but the ranch does have notable amounts of various weed species, including Canada thistle (Cirsium arvense), cheatgrass (Anisantha tectorum), whitetop (aka hoary cress, Lepidium draba), plumeless thistle (Carduus acanthoides), and cocklebur (Xanthium strumarium), therefore there is a high potential for the spread of noxious weeds in and around the project area, and aggressive noxious weed management will need to be followed to keep undisturbed native habitat types from becoming infested by adventitious weed species. Federally Listed Species Information on species status, distribution, and ecology was derived from U.S. Fish and Wildlife Service (USFWS) recovery plans, geographic information system (GIS) databases, various scientific studies and reports, and field reviews. Listed or candidate wildlife species considered and evaluated for this assessment include those identified by the USFWS (IPAC, Project Code: 2026-0014637) as potentially occurring in the proposed Project area. While all listed species were initially considered, species where there would be No effect from the project were eliminated from further consideration. The decision to eliminate a species from consideration was based on known range distributions and/or complete habitat incompatibility (Table 1). Table 1. Federally-Listed Species Initially Considered Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? MAMMALS Canada lynx (T) Lynx canadensis Throughout higher mountains of Colorado Closed canopy spruce/fir and nearby aspen stands with long, snowy winters No No Gray wolf (NE) Canis lupus Lone, dispersing gray wolves may be present throughout Colorado; two packs known in northern Colorado Variety of habitats, generally away from population centers. Yes Yes BIRDS Mexican spotted-owl (FT, ST) Strix occidentalis lucida Southwest Colorado, and along Wet Mountains, Rampart Range Deep shaded canyons with closed canopy conifers and cliffs No No Sweetwater Ranch Solar Ecological Impact Review 6 Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? FISHES Bonytail chub (FE, SE) Gila elegans No known populations remain in Colorado Large, swift-flowing waters of the Colorado River system No No new water depletions associated with project. Colorado pikeminnow (FE, ST) Ptychocheilus lucius Colorado, Dolores, Green, Gunnison, San Juan, White and Yampa Large, swift-flowing rivers that are seasonally turbid with warm backwaters No Humpback chub (FE, ST) Gila cypha Green, Yampa and Colorado Rivers Pools and eddies in areas of fast-flowing, deep, turbid water, often associated with cliffs and boulders No Razorback sucker (FE, SE) Xyrauchen texanus Lower Yampa and lower Colorado Rivers Deep, clear to turbid waters of large rivers and reservoirs, with silt, mud, or gravel substrate. Quiet, soft-bottom river backwaters No INSECTS Monarch butterfly (PT) Danaus plexipps Migrates throughout much of Colorado Lays eggs and larvae feed on milkweeds, adults nectar on variety of flowering forbs Yes Yes Suckley’s cuckoo bumble bee (PE) Bombus suckleyi Throughout western states Areas with abundant flowering forbs and other bumble bee species Yes Yes Silverspot butterfly (PT) Speyeria nokomis nokomis 19 colonies from 10 known extant populations in Conejos, Costilla, La Plata, Mesa, Montrose, Ouray, San Miguel, Mora, and Taos counties. 5,000 to 8,500 feet Perennial spring-fed meadows, seeps, marshes and boggy streamsides, larval host plant is Viola nephrophyulla (bog violet) No No PLANTS Ute Ladies’-tresses (FT) Spiranthese diluvialis Northwest Colorado, the Roaring Fork Valley, and the northern Front Range Moist meadows, seasonal river terraces, and irrigation channels below 7000 feet in elevation No No Source: CPW 2015, USFWS 2025 FE = Federally Endangered; FT = Federally Threatened; C = Candidate; PT = Proposed Threatened; NE = Non-Essential, Experimental Population; SE = State Endangered; ST = State Threatened; SGCN = Species of Greatest Conservation Need The following Federally listed species have suitable habitats, are known or expected to occur, or have documented ranges within, downstream, or in the vicinity of the Project area. While an assessment was conducted for all listed species, these species are considered in greater detail regarding potential direct or indirect effects from implementation of the Proposed Action. • Gray wolf – Experimental, Non-Essential Population • Monarch butterfly – Proposed Threatened • Suckley’s cuckoo bumble bee – Proposed Endangered Sweetwater Ranch Solar Ecological Impact Review 7 3.2.1 Gray Wolf (Canis lupus) Status: Experimental Population, Non-Essential On November 8, 2023, the Service promulgated an ESA section 10(j) (i.e., experimental population) rule (10(j) rule) for gray wolf within the State of Colorado (88 FR 77014). For purposes of ESA section 7 consultation, the USFWS treats experimental populations as if they are proposed for listing, except on National Park Service and Service lands, where they are treated as threatened. Evaluations for proposed species are completed under the regulations for conferencing (50 CFR 402.10). Conferencing for species that are proposed for Federal listing, or for proposed critical habitat, is only required if a proposed action is likely to jeopardize the continued existence of a species or will result in destruction or adverse modification of proposed critical habitat. If an action agency determines that their action would not jeopardize the continued existence of the species, and/ or would not result in the destruction or adverse modification of critical habitat, and the Service concurs, the conferencing requirement is fulfilled. The wide range of habitats in which wolves can thrive reflects their adaptability as a species, and includes temperate forests, mountains, tundra, taiga, and grasslands. Gray wolves hunt in packs, targeting larger prey, such as deer, elk, and moose. In 2021, gray wolves were documented as reproducing and as continuously occupying habitat in Colorado, and in 2022, the USFWS listed the gray wolf as Endangered in Colorado. In November of 2023, the USFWS changed their listing and designated the gray wolf as a “nonessential experimental population” in order to allow the State flexibility to manage wolves reintroduced by CPW. The proposed project does not involve a predator management program, which is a key item of interest for consultation with USFWS. The project is not within the current occupied range of the known “native” packs in Colorado but does occur within areas that may see use by both “native” wolves and by reintroduced wolves. The project would have no activities which would meaningfully impact the ability for wolves to disperse through the area (such as large no-climb fences) and would have no meaningful impact on prey populations. Determination of Effects. In promulgating a section 10(j) rule, the Service must find, “based solely on the best scientific and commercial data available, and the supporting factual basis, whether the experimental population is, or is not, essential to the continued existence of the species in the wild” (50 CFR 17.81 (c)(2). In their final section 10j rule for gray wolf in Colorado, the Service determined that the reintroduced population of gray wolf in Colorado is nonessential to the continued existence of the gray wolf in the wild. Based on the scale and scope of the project, and limited impacts to prey population, habitats, and habitat connectivity, and per section 10(j) guidance, the project is Not Likely to Jeopardize the continued existence of the gray wolf in the wild. 3.2.2 Monarch Butterfly (Danaus plexippus) Status: Proposed Threatened The adults feed (gather nectar) from a variety of flowering plant species; nectar from flowers is needed for adults throughout the breeding season, migration and overwintering. However, monarch butterflies only lay eggs and larvae only feed on milkweeds (Asclepias spp.). By consuming Sweetwater Ranch Solar Ecological Impact Review 8 milkweed plants, monarchs obtain toxins, called cardenolides, that provide a defense against predators. Monarchs have multiple generations during their migrations; the second, third and fourth generations return to their northern locations in the United States and Canada in the spring. For overwintering monarchs, habitat with a specific microclimate is needed for protection from the elements, as well as moderate temperatures to avoid freezing. These conditions vary between populations. For the eastern North American population, most monarchs overwinter in oyamel fir tree roosts located in mountainous regions in central Mexico at an elevation of 2,400 to 3,600 meters. Monarchs living west of the Rocky Mountains primarily overwinter in California at sites along the Pacific Coast, roosting in eucalyptus, Monterey pines and Monterey cypress trees, as well as in central Mexico. Most breeding adult butterflies live approximately two to five weeks, but overwintering adults that enter into reproductive diapause can live six to nine months. As temperatures warm at the overwintering sites in the spring, monarchs begin to breed and lay eggs on milkweed throughout their northern migration. The following generations breed and lay eggs throughout the summer. In the fall, monarchs enter a state where they stop reproducing, known as diapause. This allows them to focus their energy and resources on the long-distance migration and surviving the winter. Some non-migratory monarchs in warmer climates breed year-round. Surveys occurred in the fall and failed to identify any showy milkweed plants (Asclepias speciosa) in the project area, and no monarchs (adults, larvae, or chrysalis) were observed (and would not be expected). Monarchs are known to migrate through western Colorado in the later summer/fall months during the fall southern migration period. The project vicinity is not part of a major migratory flyway for the monarch butterfly and is far outside of monarch’s wintering grounds. Determination of Effects. The project is not expected to affect monarch eggs, larvae, or chrysalis due to the absence of milkweeds within the project area. Should activities coincide with periods when adult monarchs are active, direct impacts are highly unlikely as the project area does not support many desired foraging species for adult monarchs; however, indirect impacts may occur, principally through vehicle strikes associated with site access along regional highways. These impacts are not anticipated to influence monarch populations at a broader scale. Accordingly, the proposed action and its related activities warrant a determination of "Not Likely to Jeopardize" for this species, as individual monarchs are unlikely to be affected, no impacts to host plants would occur, and there is no expectation of changes to the species’ overall distribution or life history characteristics. 3.2.3 Suckley’s Cuckoo Bumble Bee (Bombus suckleyi) Status: Proposed Endangered This species is considered to be relatively rare, even though it has historically been found throughout much of western North America, ranging from Arizona to northern Canada, and as far east as Newfoundland. This species has been found in montane meadows south of Aspen, and east of Ruedi Reservoir (P. Nyland, pers. comm. 1/16/2025). However, the USFWS has stated that no Sweetwater Ranch Solar Ecological Impact Review 9 Suckley’s have been observed in Colorado since 2014 despite ongoing surveys (USFWS IPaC report; 2025-0157041). This species is an obligate social parasite of social bumble bees in the genus Bombus. Cuckoo bumble bee females emerge from hibernation in the spring and usurp the nest of a suitable host colony, where host workers provision their young. Suckley’s cuckoo bumble bee is described as a semi-specialist parasite and is confirmed to usurp nests of Western bumble bees (Bombus occidentalis) and Nevada bumble bees (Bombus nevadensis), with other potential hosts in subgenus Bombus throughout the extent of its range. No surveys for this species have occurred in the project area. Determination of Effects. The project area is within the geographic range for this species, and the project area supports native wildflowers suitable for Bombus species foraging. It is assumed that this species may occur in the project area, however given how rare this species is, its presence in the project area is highly unlikely. The project would involve earthmoving activities across the majority of the project area, and therefore Bombus colonies would likely be directly impacted by construction, possibly taking eggs, larvae, and adults. After construction, flowering forbs would be allowed to revegetate in the area, and Bombus species may again be able to utilize some areas within the solar array. While this project may have temporary impacts on potential Bombus hosts and flowering forbs, the extreme rarity of this species makes it highly unlikely that it would be found within the project area. This project warrants a determination of Not Likely to Jeopardize the Proposed Endangered Suckley’s cuckoo bumble bee. State-Listed Species Information on species status, distribution, and ecology was derived from CPW habitat mapping, Colorado Natural Heritage Program maps and reports, GIS databases, various scientific studies and reports, and field reviews. CPW’s list of Threatened and Endangered species and Species of Greatest Conservation Need (SGCN; Tier 1 and Tier 2 species; State Wildlife Action Plan 2015) was reviewed to determine if any species had potential habitat in or adjacent to the Project Area. While all listed species were initially considered, an elimination of unlikely species from further consideration is provided in Appendix A. These decisions are based on known range distributions being either outside of the Project Area or complete habitat incompatibility. 3.3.1 Bat Species CPW lists the fringed myotis (Myotis thysanodes), little brown myotis (Myotis lucifugus), spotted bat (Euderma maculatum), and Townsend’s big-eared bat (Plecotus townsendii townsendii) as having suitable habitats, and having ranges which encompass the Project area. All these species are considered SGCN (please see Appendix A for more species information). The Project area could provide some roosting and foraging opportunities during the summer months, but the area lacks larger caves, rock outcrops and other features suitable for hibernacula or longer-term roost sites, or migration stopover sites. Rather, the project area does support the open shrublands suitable for nighttime foraging activities. Most of these species would utilize the project area for catching insects from the air, or by gleaning insects off nearby vegetation. The presence of nearby ponds Sweetwater Ranch Solar Ecological Impact Review 10 and woodlands likely attracts a number of bats, especially during the migration season in the fall; bats need open waters almost daily for hydration. Impact Analysis. The Project area does not support rock outcrops, caves, cliffs, or other features that could provide hibernacula, larger roosting areas, or other congregation sites. Therefore, no impacts to hibernacula, maternity sites or other congregation areas would be expected from this project. During the construction phase, activities are primarily limited to daylight hours, when bats are not active. Bats would still be able to forage about the Project area with little potential for direct impact. Grubbing, grading, and clearing of vegetation in the project area will make foraging in the disturbance area less effective, and there would be some, albeit very minor, decreases in potential prey species (insects) in the project area during the construction phase. As there would be no activities near ponds, these important habitat components would not be impacted. After construction, the presence of the solar array should not have any meaningful negative impacts on bats foraging in the area during the nighttime hours, aside from the fact that there would be less open shrublands available for foraging. In summary, the project is anticipated to have minor reductions in otherwise available dry shrubland habitats for foraging, but this project is not anticipated to have any significant or meaningful impacts to these bat species or their critical habitat components, or life history needs. 3.3.2 Bald Eagle (Haliaeetus leucocephalus) Bald eagles are federally protected by the Bald and Golden Eagle Protection Act of 1940. They are also protected under the Migratory Bird Treaty Act of 1918. In addition, CPW tracks bald eagle populations, nesting sites, roosting habitat, and foraging areas and has developed protective stipulations for the species, with specific recommendations for nests, winter night roosts, and hunting perches (CPW 2008). As currently mapped, the Project is located within bald eagle Winter Foraging habitats which generally coincide with big game winter ranges, where bald eagles opportunistically forage on winter-killed big game. The Project is approximately three miles from the nearest nest/roost sites at Sweetwater Reservoir (Figure 3). There are no roosting habitats of the type preferred by nesting eagles (large deciduous tree adjacent to flowing water) near the project. Bald eagles occurring the Project area would likely be limited to scavenging on winter-killed big game species and dead livestock and afterbirth. Impact Analysis. No significant impacts to eagles are anticipated given there are no suitable perching sites or nesting trees in the project area, and development of the project is not anticipated to change the potential availability of winter-killed big game species or livestock-related scavenging opportunities. The presence of the solar array is not likely to deter bald eagles from scavenging on nearby winter killed big game, as human activities near the array would be very limited, and as the array does not make noise or have associated moving parts. The project is not anticipated to have any meaningful impact on local bald eagle populations and is highly unlikely to result in increased disturbances given how infrequent the solar array would be visited by humans. Sweetwater Ranch Solar Ecological Impact Review 11 Figure 3. Bald Eagle Habitats Sweetwater Ranch Solar Ecological Impact Review 12 3.3.3 Golden Eagle (Aquila chrysaetos) Golden Eagles (a CPW SGCN species) live in open and semi-open native habitats across most of the Northern Hemisphere. They avoid developed areas and uninterrupted stretches of forest. They are found primarily in mountains up to 12,000 feet, canyonlands, rimrock terrain, and riverside cliffs and bluffs. Golden eagles nest on cliffs and steep escarpments in grassland, chapparal, shrubland, forest, and other vegetated areas. Golden eagles prey mainly on small to medium-sized mammals, including hares, rabbits, ground squirrels, prairie dogs, and marmots. Black-tailed jackrabbits are a key prey species throughout much of their range. These eagles are also capable of taking larger bird and mammal prey, including cranes, swans, deer, and domestic livestock. In addition to live prey, golden eagles often feed on carrion, following crows and other scavengers to a meal. They also catch fish, rob nests, and steal food from other birds; golden eagles have been observed preying on great blue heron chicks along the Colorado River and its tributaries. Golden eagles usually nest on cliffs which are constructed near hunting grounds, golden eagle nests often command a wide view of their surroundings. In 1962, the U.S. Bald and Golden Eagle Protection Act outlawed harming these birds, their eggs, and their nests. Although this legislation remains in effect, humans are still golden eagles’ greatest threat. It's estimated that more than 70% of recorded golden eagle deaths are attributable to human impact, either intentional or inadvertent. Ranchers commonly trapped, shot, or poisoned the birds into the 1980s. Some eagles die after eating poisoned prey animals set out to control coyotes. Others succumb to lead poisoning from ammunition in hunter-shot prey. Most recorded deaths are from collisions with vehicles, wind turbines, and other structures or from electrocution at power poles (newer designs have been developed that, if used, can greatly reduce this risk). Impact Analysis. There is an active golden eagle nest on the east side of Sweetwater Creek, approximately 1-mile from this project (Figure 4). CPW defines active nests as “A specific location in which a pair of eagles have at least attempted to nest within the last five years. Any nest location that can be directly tied to courtship, breeding, or brooding behavior is considered active. A buffer zone extends ½ mile around a known active nest.” There is one larger nest, and a nearby smaller nest which is likely an alternate nest site. Golden eagles are commonly observed perching and frequenting these nest sites, but it is unknown if they have successfully reared chicks from these sites. The eagles are commonly observed hunting and scavenging over the ranch area. The project is far enough from the nest site that no direct or indirect impacts to the nest site would be expected. The solar array itself, totaling approximately 1.96 acres, is small enough such that golden eagles would still have ample area to forage and scavenge across the ranch and on surrounding public and private lands. The project would have no meaningful impacts on potential prey species or scavenging opportunities, and this project is not likely to result in a loss of viability in the planning area, nor cause a trend to federal listing or a loss of species viability range wide. Sweetwater Ranch Solar Ecological Impact Review 13 Figure 4. Golden Eagle Nest Site and ½ -mile Buffer Sweetwater Ranch Solar Ecological Impact Review 14 Big Game Species 3.4.1 Elk (Cervus canadensis) In the southern Rocky Mountains, as elsewhere in North America, elk are often associated with edge (ecotone) habitats where forested and meadow/shrubland systems are intermingled. During much of the year, elk are typically found near edges where forests grow adjacent to parks, meadows, or alpine tundra. During the summer months, elk may spend significant amounts of time feeding in open alpine environments above tree line. Use of alpine habitats is thought to be associated with the cooler temperatures, persistent snowbanks, and breezy conditions that keep bothersome flying insects to a minimum. During the winter elk may congregate in low elevation sagebrush expanses, pinyon and juniper woodlands, irrigated meadows, and other open habitats that are significant distances from forested cover. On winter ranges, elk form mixed herds of bulls, cows, and calves, but in the more developed areas in Colorado, bulls may avoid traditional winter ranges that are near high-use roads, homes, and other human developments (B. Andree, CPW pers. comm. 2006, Dodd et al. 2007). Generally, elk feed at twilight and at night, but they readily forage and disperse through the daylight hours. Most elk mortality is due to predation on calves, hunting, and winter starvation. Localized mortality from vehicle strikes may also produce impacts on herds where traffic exceeds 1,000 VPD and where traffic travels at high speeds. Elk are generalist feeders, but usually prefer to graze on grasses, grass-like plants, and forbs during the non-winter months. The specific diet for elk in a particular locality is largely determined by the season and palatability of available forage plants. In Colorado, elk show a clear preference for grasses and grass-like plants. Browse species can also vary by site and palatability of available plants. Shrubs, deciduous trees, and sometimes conifers compose much of the winter diet when snow depth limits access to grasses, sedges, and forbs. On Colorado winter ranges, Gambel oak, aspen (Populus tremuloides), serviceberry (Amelanchier spp.), sagebrush, and snowberry (Symphorocarpos spp.) are the major browse species used by elk. Locally heavy feeding on aspen bark during the winter and spring can be very significant and can leave long-lasting impacts on aspen stands. Issues of Concern. CPW staff have indicated that most herds near mountain communities have decreased in size from 50 to 60 percent since their peak population sizes in the mid- to late-1990s. While direct habitat loss has slowed from the 2000s, there has been a widespread increase in outdoor uses around mountain communities, primarily through increased trail construction, and now almost year-round recreation in elk habitats (C. Wescoatt and B. Andree, CPW District Wildlife Managers, as cited in Vail Daily, 6/16/2018; J. Mao, CPW Terrestrial Biologist, pers. comm. 10/10/2018, M. Yamashita pers. comm. 12/10/2020). There is no single definitive activity or habitat impact that can be strongly linked to elk population declines, but the current hypothesis is that the long-term reduction in winter ranges and increased year-round human pressure (primarily through recreation) in a variety of habitats are having cumulative impacts at a level where elk’s ability to produce viable numbers of calves is unable to replace yearly mortality (J. Mao pers. comm. 10/10/2018). This project does not involve trails or recreational activities. The Project area occurs within a large area of CPW-mapped elk Winter Range, a Winter Concentration Area, Severe Winter Range, and is near a mapped Elk Production Area (Figure 5). Elk Sweetwater Ranch Solar Ecological Impact Review 15 winter range is described as an area where 90 percent of the individuals are located during the winter (five of ten years). Winter concentration areas are areas within a species’ winter range where individual densities are at least 200 percent greater than surrounding winter range. Winter range, winter concentration areas and severe winter range are critical areas of habitat for a species. These areas provide needed forage, cover from predators and retreat from stressors during the period of the year when the animals are most vulnerable. The elk production area generally follows the Morris Creek basin, where a combination of hay meadows and a variety of habitat types, and readily available water sources are available. Elk can be found on the ranch throughout the year but are mostly using the lower reaches of the ranch in the evening hours, in order to avoid human activities. Heavy elk and mule deer browsing was evident on the shrubs in the project area, primarily using bitterbrush (Purshia tridentata), which would be expected given the southern exposure and hilltop location, which allows wind scour and winter sun to decrease snow depths. Impact Analysis. The solar array would be constructed in the summer months, and therefore potential disturbances to wintering elk would not occur as a result of construction. The project would result in a loss of approximately 2.64 acres of habitats used for winter range, but some elk use within the solar array would still be possible given the use of barbed wire fencing. Elk would be extremely sensitive to human activities during the production (calving) season, which generally runs from mid-May through mid-July, with peak calving running from late May to mid- June. After a month or so, elk calves are generally able to stay with the cows, but during their first month, elk calves are extremely susceptible to disturbances. If construction activities occur prior to mid-July, there is the potential for vehicles traveling up the Morris Creek roads and activities at the solar field to disturb elk; loud noises associated with construction at the solar array site may also cause elk to avoid the area. Worst case scenarios would be flushing elk calves and causing them to run from their day beds, which could lead to calves missing meals, expending excess energy, getting separated from cows, falling prey to predators, or being abandoned. It would be highly recommended to delay construction activities until late July in this area to give calving elk ample time for calves to be more independent and less susceptible to being disturbed or abandoned. Given how infrequent the solar array would be visited by staff after construction, disturbance to calving elk would likely be minimal, but in the long term, maintenance activities should be avoided during the calving season. Please see Impact Minimization Recommendations below for items that could be incorporated to help reduce wildlife impacts. Sweetwater Ranch Solar Ecological Impact Review 16 Figure 5. Elk Habitats Sweetwater Ranch Solar Ecological Impact Review 17 3.4.2 Mule Deer (Odocoileus hemionus) Mule deer occur throughout Colorado and are relatively common in the west. Mule deer occupy all ecosystems in Colorado from grasslands to alpine tundra, but they reach their greatest densities in shrublands on rough, broken terrain, which provides abundant browse and cover. Their wide distribution and general adaptability make for broad diets. However, deer are considered to be browsers (primarily eating shrubs and twigs), as opposed to grazers (which eat mostly grasses). In Colorado the winter diets of mule deer consist of browse from a variety of trees, shrubs (74%) and grasses and forbs (26%), depending on local browse availability. In the spring and summer, browse contributes around 50% of the diet, and forbs and grasses make up the remainder. Browse use increases again in the fall to 60% and forb consumption decreases to 30%. Several studies in Colorado have indicated that diets containing 30% or more of sagebrush or juniper (Sabina spp.) reduce rumen microbes and are therefore deleterious. When heavy snows bury grasses and forbs on rangelands and force mule deer to consume high amounts of sage and juniper, mortality rates increase due to malnutrition. Mule deer are mostly nocturnal and crepuscular in the warmer summer months and become more diurnal during winter. Activity depends on local conditions including temperature, season, weather, and forage. Over much of Colorado the species is migratory, summering at higher elevations and moving downslope to winter ranges. In some areas of Colorado migrations may be over 55 miles, but in most areas, migrations are closer to about 5 miles. The routes followed are often habitual, and deer show a certain amount of fidelity to these routes. Snow depths of 8 to 16 inches appear to trigger fall movements, and depths over 3 feet prevent use of an area. In some areas of northwestern Colorado mule deer begin migrations before snow accumulation. Research suggests that better-quality forage on winter range at that time of year triggers the movements. Throughout the winter mule deer will move about winter ranges, depending on snowfall and snow- melting events, but prefer to linger on more south-facing slopes where snow depth is shallowest. Spring and summer ranges are most typically a mosaic of meadows, aspen woodlands, alpine tundra and Krummholz, or montane forest edges. Montane forests and pinyon-juniper woodlands with good shrubby understories are often favored winter ranges. Because of the mule deer’s seasonal migratory movements, estimation of home ranges is somewhat difficult; however, deer appear to be seasonally sedentary, staying within areas of 100 to 2,200 acres. In areas where the animals do not migrate significant distances, annual home ranges are 1,700 acres to 5,400 acres. Mortality in mule deer varies with age class and region. In Colorado, annual fawn mortality can vary as much as from 27% to 67%. Fawn mortality is primarily due to predation and starvation. Larger fawns are more likely to survive, and smaller fawns are more likely to starve. However, predators will take any size of fawn. Winter mortality of fawns may approach 75% annually. The mortality of adult deer is mostly from hunting and starvation. Predators include coyotes, bobcats, golden eagles, mountain lions, black bears, and domestic dogs. Locally, coyote and mountain lion predation on fawns can account for significant mortality within populations. Fawns comprise about half of the yearly mortality; while mature females and bucks comprise the remaining 15% and 35% of the annual mortality, respectively. Similar to elk, impacts to mule deer from human activities, recreational activities, trails and dogs have been well studied and documented in the scientific literature. Trail use can create large areas Sweetwater Ranch Solar Ecological Impact Review 18 of “empty habitat” where mule deer avoid areas near trails, or at least reduce use to nighttime hours when human activities generally cease. Mule deer use of the project area occurs year-round. CPW has mapped the project as being within Winter Range and is near Severe Winter Range and Winter Concentration Areas (Figure 6). However, mule deer are subject to much the same snow depth limitations as elk: snow accumulations deeper than a foot can preclude significant site utilization. Winter habitat utilization would be concentrated on more southerly slopes which retain significantly less snowpack due to greater wind scour and greater solar exposure and are preferred habitat for mule deer in the winter. Impact Analysis. Mule deer occur on the property year-round, and therefore summertime construction would cause mule deer to avoid the immediate project area, at least during the daytime hours (deer may still use areas near construction areas at night). After construction, the low levels of human activity at the solar site would allow deer to utilize habitats around the array. Development of the Project would convert approximately 2.64-acres of native habitats to “non- habitat” conditions. There is ample year-round habitats on the ranch and on neighboring private and public lands, and this project is not expected to have a meaningful impact on mule deer or their habitats. Sweetwater Ranch Solar Ecological Impact Review 19 Figure 6. Mule Deer Habitats Sweetwater Ranch Solar Ecological Impact Review 20 3.4.3 Black Bear (Ursus americanus) Black bears are a significant wildlife management issue in the State of Colorado. Bears are commonly supplementing their diets by raiding garbage cans, breaking into homes, and are a hazard and a nuisance. Habitat on the Property itself is dominated by sagebrush shrublands, mixed mountain shrublands, and Gambel oak shrublands, which provides relatively good foraging opportunities for bears. The Project area is outside of Human Conflict Areas but is within a Fall Concentration area (Figure 7). Impact Analysis. This development would have minor to insignificant impacts on bear populations or bear habitat availability, but black bears are common in the area. The Project will need to ensure trash is not available during the construction phases or during long-term site operations. See section 3.5 Wildlife Impact Minimization Recommendations for additional recommendations. Sweetwater Ranch Solar Ecological Impact Review 21 Figure 7. Black Bear Habitats Sweetwater Ranch Solar Ecological Impact Review 22 Wildlife Impact Minimization Recommendations The following section discusses considerations to minimize the potential impacts to wildlife from the proposed development. Many of these recommendations are considered to be “best management practices” for wildlife, which would allow for continued wildlife use of areas within the development. Lighting: Because the area would still be used by mule deer and elk around the periphery at night, nighttime lighting of the solar array or equipment area is not recommended. Downcast lighting, when needed, is recommended. Fencing: Aside from barbed-wire fencing to keep cattle out of the array or equipment/battery areas, the development should minimize and remove other fencing. Any fencing should be wildlife friendly given the extensive elk calving and mule deer use of the area (see CPW’s Fencing with Wildlife in Mind brochure; Fencing With Wildlife In Mind brochure (wildlifefriendly.org). Revegetation: Because the surrounding area will be used as winter range, reclamation of road cuts, infrastructure routes and temporarily disturbed areas should occur using similar native plant species and vegetation profiles. Noxious weeds should be treated aggressively in the first few years after construction to minimize weed spread and thus minimize impacts on winter range and increase the success of revegetation activities. Domestic Pets: Dogs can have a significant impact on wildlife and the ability for wildlife to effectively use otherwise-available habitats. Dogs can chase and kill wildlife, or so exhaust and injure wildlife that it dies later. To minimize the impacts of dogs on wildlife, the following practices should be employed: 1. Dogs should be prohibited from running loose within the project area, including contractor’s dogs. This is especially important during the elk calving and mule deer fawning periods. Trash: Trash should be kept inside a secure enclosure. Bears, skunks, and raccoons are attracted to garbage and do become habituated. There should be no dumps that have edible materials associated with construction and post-construction activities. Construction Timing: In the past, CPW has recommended that because the project occurs in winter range(s), construction activities should not occur from November 30th through April 1st. To avoid impacts to elk production areas, construction should not occur from May 1 through July 15. Sweetwater Ranch Solar Ecological Impact Review 23 4.0 REFERENCES Adams, A.W. 1982. Migration (Chapter 7), in Thomas, J.W. and D.E. Toweill, eds. Elk of North America: ecology and conservation. Stackpole Books. Harrisburg, PA. Alexander, S.M., N.M. Waters and P.C. Paguet. 2005. Traffic volume and highway permeability for a mammalian community in the Canadian Rocky Mountains. The Canadian Geographer, 49(4), pg 321- 331 Alldredge, A.W., J.F. Lipscomb, and F.W. Whicker. 1974. Forage intake rates of mule deer estimated with fallout cersium-137. J. Wildl. Mgmnt., 38:508-516. Anderson, A.E. and D.C. Bowden. 1977. Mule deer-coyote interactions. Pp. 15-16 in Colorado Game Res. Review, 1975-1976 (O.B. Cope, ed.). Colorado Div. Wildl., Ft. Collins, CO. 73pp. Andree, W.M. 2005-2006. Personal communications. Vail District Wildlife Manager, Colorado Division of Wildlife. Carpenter, L.H. 1976. Nitrogen-herbicide effects on sagebrush deer range. Unpubl. Ph.D. dissertation, Colorado State University, Ft. Collins, C). 159pp. Chapman, S.S., Griffith, G.E., Omernik, J.M., Price, A.B., Freeouf, J., and Schrupp, D.L., 2006, Ecoregions of Colorado (color poster with map, descriptive text, summary tables, and photographs): Reston, Virginia, U.S. Geological Survey (map scale 1:1,200,000). Colorado Parks and Wildlife. 2015. State Wildlife Action Plan. Denver, CO. Fitzgerald, J.P., C.A. Meaney and D.M. Armstrong. 1994. Mammals of Colorado. Denver Museum of Natural History. University Press of Colorado. P.O. Box 849, Niwot, CO 80544. Gagnon, J.W., T.C. Theimer, N.L. Dodd, S. Boe, and R.E. Schweinsburg. 2007. Traffic Volume Alters Elk Distribution and Highway Crossings in Arizona. Journal of Wildlife Management. 71(7):2318-2323; 2007. Hoover, R. L. and D. L. Wills, eds. 1984. Managing forested lands for wildlife. Published by Colorado Parks and Wildlife, Denver, CO. 459pp. Loveless, C.M. 1967. Ecological characteristics of a mule deer winter range. Tech. Bull., Colorado Div. Game, Fish and Parks, 20:1-124. Lyon, L.J. and A.L. Ward. 1982. Elk and land management. Pages 443-477 in J.W. Thomas and D.E. Toweill, eds. Elk of North America: Ecology and Management. Smithsonian Institution Press. Washington, D.C. Mackie, R.J., K.L. Hamlin, and D.F. Pac. 1982. Mule deer. Pp. 862-877, in wild mammals of North America: biology, management, and economics (J.A. Chapman and G.A. Feldhamer, eds.) Johns Hopkins Univ. Press. Baltimore, 1147pp. Mao, J. 2018. Personal Communications. Colorado Parks and Wildlife Terrestrial Biologist. Glenwood Springs, CO. 10/10/2018. Nelson, J.R. and T.A. Leege. 1982. Nutritional requirements and food habits. Pages 323-367 in J.W. Thomas and D.E. Toweill, eds. Elk of North America: ecology and management. Stackpole Books, Harrisburg, PA. Ruediger, B., J. Claar, S. Gnidek, B. Holt, L. Lewis, S. Mighton, B. Naney, G. Patton, T. Rinalki, J. Trick, A. Vandehey, F. Wahl, N. Warren, D. Wenger, A. Williamson. 2000 (updated 2003). Canada Lynx Conservation Assessment and Strategy. USDA Forest Service, USDI Fish and Wildlife Service, USDI Sweetwater Ranch Solar Ecological Impact Review 24 Bureau of Land Management, and USDI National Park Service. Forest Service Publication #R1-00-53, Missoula, MT. 142p. U.S. Fish and Wildlife Service. 2021a. Species Status Assessment Report for Speyeria nokomis nokomis. Western Colorado Field Office, USFWS Ecological Services. Grand Junction, CO. Yamashita, M. 2020. Personal communications, 12/10/2020. CPW Area Wildlife Manager. Glenwood Springs, CO. Sweetwater Ranch Solar Ecological Impact Review 25 APPENDIX A – STATE LISTED SPECIES Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? MAMMALS American pika (SGCN) Ochotona princeps Throughout state in suitable habitats Alpine, rocky habitats No No Black-footed ferret (FE, SE) Mustela nigripes Rio Blanco & Moffat Counties Reintroduced to Rio Blanco County, in white-tailed prairie dog colony No No Black-tailed prairie dog (SGCN) Cynomys ludovicianus Eastern plains Shortgrass prairies No N Botta’s pocket gopher (SGCN) Thomomy bottae rubidus Northern Front Range Foothills No No Gray wolf (SE) Canis lupus Northern counties, no packs in State at this time Shrublands, forests and areas away from human habitation Yes Yes Grizzly bear (SE) Ursus arctos Rare visitor from Wyoming Forests, alpine and shrublands No No Fringed myotis (SGCN) Myotis thysanodes Throughout Colorado in suitable habitats Roosts in montane and foothills conifers and oakbrush; may forage to as low as greasewood and saltbush shrublands. Roosts and hibernates in caves, mines, and buildings. Yes Yes Gunnison prairie dog (SGCN) Cynomys gunnisoni Parks in central Colorado Shortgrass steppe, open shrublands in parks No No Little brown myotis (SGCN) Myotis lucifigus Throughout Colorado in suitable habitats Widespread habitat types. Yes Yes Lynx (FT, SE) Lynx canadensis High mountain areas with large expanses of conifer forests in Colorado Spruce/fir and lodgepole pine forests, sometimes aspen, shrublands No No New Mexico meadow jumping mouse (FE, SGCN) Zapus hudsonius leuteus Southwestern counties in Colorado Wet, lush, grassy meadows and some hydric shrublands No No Olive-backed pocket mouse (SGCN) Perognathus fasciatus Southern grasslands in Colorado Arid and semiarid grasslands with sparse vegetation, sandy to clayey soils No No Preble’s meadow jumping mouse (FT, ST) Zapus hudsonius preblei Front range of Colorado north into Wyoming Foothills riparian areas and along front range streams No No Spotted bat (SCGN) Euderma maculatum Throughout Colorado in suitable habitats Areas near cliffs, including piñon-juniper woodlands and streams or water holes within ponderosa pine or mixed coniferous forest. Usually captured around a Yes Yes Sweetwater Ranch Solar Ecological Impact Review 26 Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? water source, including desert pools or cattle tanks. Townsend's big-eared bat (SGCN) Plecotus townsendii townsendii Documented in Colorado in several cave locations Semidesert shrublands, P-J, open montane forests; caves and abandoned mine roosts. Yes Yes White-tailed prairie dog (SGCN) Cynomys leucurus Western Colorado Arid grasslands and sparse arid shrublands in western CO No No River otter (ST) Lontra canadensis Throughout state in suitable habitats Larger rivers with high fish population levels No No Wolverine (FT, SE) Gulo gulo Historical documentation several locations in Colorado-likely extinct Boreal forests and tundra- large ungulate populations important No No BIRDS Brown-capped rosy-finch (SGCN) Leucosticte australis High mountains throughout state Alpine and high-elevation coniferous forests No No Bald eagle (SGCN) Haliaeetus leucocephalus Throughout state near suitable habitats Larger rivers and streams, near prairie dog towns Yes Yes Burrowing owl (ST) Athene cunicularia Mostly found in eastern grasslands, some occurrence on west slope Arid grassland and shrublands No No Columbian sharp-tailed grouse (SGCN) Tympanuchus phasianellus columbianus Mixed grassland/shrublands in northwest Colorado Mixed shrubland/grasslands No No Ferruginous hawk (SGCN) Buteo regalis Eastern plains, larger parks Grasslands and extensive shrublands No No Golden eagle (SGCN) Aquila chrysaetos Throughout Colorado in suitable habitats Open habitats in alpine, shrublands, badlands, and grasslands Yes Yes Greater sage-grouse (SGCN) Centrocercus urophasianus Northwestern Colorado Large sagebrush shrublands No No Sandhill crane (SGCN) Grus canadensis tabida Migrant through plains, west slope and mountain valleys, some nesting in northern parks Large wetlands, agricultural fields No No Gunnison sage-grouse (SGCN) Centrocercus minimus Gunnison Basin and western counties Sagebrush shrublands No No Least tern (FE, SE) Sterna antillarum Eastern plains Larger rivers, larger reservoir beaches No No Lesser prairie chicken (FT, ST) Tympanuchus pallidicinctus Extreme southeastern Colorado Great plains grasslands and shrublands No No Long-billed curlew (SGCN) Numenius americanus Eastern plains and larger parks Grasslands and sparse shrublands No No Sweetwater Ranch Solar Ecological Impact Review 27 Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? Mexican spotted-owl (FT, ST) Strix occidentalis lucida Southwest Colorado, and along Wet Mountains, Rampart Range Deep shaded canyons with closed canopy conifers and cliffs No No Mountain plover (SGCN) Charadrius montanus Eastern plains of Colorado Summers on eastern plains in native short-grass steppe, winters in S. California & Mexico No No Peregrine falcon (SGCN) Falco peregrinus anatum Throughout state, but near cliffs and tall buildings Needs tall cliffs or buildings for nesting, usually occurs near water No No Plains sharp-tailed grouse (SE) Tympanuchus phasianellus Extreme northeastern Colorado Grasslands, river canyons No No Piping plover (FT, ST) Charadrius melodus circumcinctus Eastern plains Large rivers, sandy shores around reservoirs in plains No No Southern white-tailed ptarmigan (FP, SCGN) Lagopus leucura altipetens Southern Rocky Mountains Alpine habitats No No Southwestern willow flycatcher (FE, SE) Empidonax traillii extimus Extreme southwest Colorado, and Rio Grande River Brushy riparian habitats at lower elevations No No Western snowy plover (SGCN) Caradrius alexandrius Eastern plains Sandy bars in rivers and around reservoirs, playas No No Western yellow-billed cuckoo (SGCN) Coccyzus americanus North Fork of Gunnison, Colorado, Dolores, Yampa and Rio Grande rivers Large cottonwood stands along larger rivers No No Whooping crane (FE, SE) Grus americana Migrates through eastern plains, possibly San Luis Valley Migrant No No AMPHIBIANS Boreal toad (SE) Anaxyrus boreas boreas Small disjunct populations across higher elevations in the State Subalpine forest habitats with marshes, wet meadows, streams, beaver ponds, and lakes. No No Couch’s Spadefoot (SGCN) Scaphiopus couchii Southeastern Colorado Sandy, dry soils with creosote bush and mesquite No No Great Plains narrowmouth toad (SGCN) Castrophryne olivacea Eastern Colorado Grasslands, edges of marshes, rocky hills No No Northern cricket frog (SGCN) Acris crepitans Eastern Colorado Edges of slow-moving bodies of water No No Northern leopard frog (SGCN) Lithobates pipiens Common throughout mid-and lower-elevations of Colorado Wet meadows, marshes, ponds, beaver ponds, streams. No No Sweetwater Ranch Solar Ecological Impact Review 28 Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? Plains leopard frog (SGCN) Rana blairi Eastern Colorado Sunny, grassy wetlands No No Wood frog (SGCN) Rana sylvatica Larimer and Grand Counties Forested wetlands No No FISHES Arkansas darter (ST) Etheostoma cragini Arkansas River drainage in eastern Colorado Clear, shallow, spring-fed streams with moderate current and lots of rooted aquatic vegetation No No Bonytail chub (FE, SE) Gila elegans No known populations remain in Colorado Large, swift-flowing waters of the Colorado River system No No Brassy minnow (ST) Hybognathus kankinsoni Native to Republican and South Platte basins, possibly in Colorado River drainage Moderately clear tributary streams with sand or gravel bottoms, also in small ponds No No Colorado pikeminnow (FE, ST) Ptychocheilus lucius Colorado, Dolores, Green, Gunnison, San Juan, White and Yampa Large, swift-flowing rivers that are seasonally turbid with warm backwaters No No Colorado River cutthroat trout (SGCN) Oncorhynchus clarkii pleuriticus Widespread localized reaches Headwater streams and lakes No No Colorado Roundtail chub (SGCN) Gila robusta Colorado River through Glenwood Canyon, downstream on White River, Milk and Divide Creeks Larger rivers of Colorado River basin No No Common shiner (ST) Luxilus cornutus South Platte basin Lakes, rivers and streams, most common in the pools of streams and small rivers No No Flannelmouth sucker (SGCN) Catostomus latipinnis Western Colorado rivers Utilizes mid-sized rivers and streams No No Flathead chub (SGCN) Platygobio gracilis Arkansas River basin Main branches of turbid streams and rivers, fast currents with sand or gravel substrates No No Greenback cutthroat trout (FT, ST) Oncorhynchus clarkia stomias Front Range mountain streams, recently on west slope Montane clear, cold streams No No Humpback chub (FE, ST) Gila cypha Green, Yampa and Colorado Rivers Pools and eddies in areas of fast-flowing, deep, turbid water, often associated with cliffs and boulders No No Iowa darter (SGCN) Etheostoma exile Plains rivers Springs No No Lake chub (SE) Couesius plumbeus North Platte Gravel bottomed pools and streams No No Sweetwater Ranch Solar Ecological Impact Review 29 Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? Mountain sucker (SGCN) Catostomus platyrhynchus Numerous small to medium streams below 8600’ elevation. Throughout west on both sides of Continental Divide-prefer clear cold creeks and small to medium rivers with rubble, gravel, or sand substrate No No Northern redbelly dace (SE) Phoxinus eos South Platte basin Small slow-flowing streams and connected lakes with vegetation No No Orangespotted sunfish (SGCN) Lepomis humilis Widespread across middle and eastern U.S. Shallow silt-laden waters, floodplain pools, backwater pools of larger streams on plains No No Plains orangethroat darter (SGCN) Etheostoma spectabile Arikaree and Republican River drainages Small, clear, spring-fed streams with sand, gravel or rocky bottoms and no silt No No Plains minnow (SE) Hybognathus placitus Arkansas & South Platte basins Main channels of rivers, also in pools below diversion projects No No Razorback sucker (FE, SE_ Xyrauchen texanus Lower Yampa and lower Colorado Rivers Deep, clear to turbid waters of large rivers and reservoirs, with silt, mud, or gravel substrate. Quiet, soft-bottom river backwaters No No Rio Grande Chub (SGCN) Gila pandora Rio Grande basin Pools and streams with gravel substrate and overhanging banks and brush No No Rio Grande cutthroat trout (SGCN) Oncorhynchus clarkia virginalis Rio Grande basin Clear, cold, swift moving creeks and streams in montane environs No No Rio Grande sucker (SE) Catostomas plebeius Rio Grande basin Stream obligate using slow moving reaches No No Southern redbelly dace (SE) Phoxinus erythrogaster Arkansas River basin small, low-order streams where the habitat includes permanent springs, seeps, and mats of vegetation No No Stonecat (SGCN) Noturus flavus South Platte and Republican basins Fast riffles and runs in streams with sand or gravel bottoms with some rocks- found under rocks and debris No No Suckermouth minnow SE) Phenacobuis mirabilis South Platte and Arkansas River drainages Shallow, clear riffles with sand and gravel substrates No No REPTILES Triploid Checkered whiptail (SGCN) Cnemidophorus neotesselatus Arkansas drainage in Eastern Colorado Hillsides, arroyos and canyons associated w/ Arkansas River valley No No Massasagua (SGCN) Sistrurus catenatus Southeast Colorado below 5,500’ Dry plains grasslands and sandhills No No Sweetwater Ranch Solar Ecological Impact Review 30 Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? MOLLUSKS Cylindrical papershell (SGCN) Anodontoides ferussacianus Boulder County Headwater creeks and streams with silty/muddy substrates No No Rocky Mountain Capshell (SGCN) Acroloxus coloradensis Rocky Mountains into Canada 8,500 to 10,000’ mountain lakes No No FE = Federally Endangered; FT = Federally Threatened; SE = State Endangered; ST = State Threatened; SGCN = Species of Greatest Conservation Need Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Administrative Review Development in 100-Year Floodplain Limited Impact Review Development in 100-Year Floodplain Variance Major Impact Review Code Text Amendment Amendments to an Approved LUCP LIR MIR SUP Rezoning Zone District PUD PUD Amendment Minor Temporary Housing Facility Administrative Interpretation Vacation of a County Road/Public ROW Appeal of Administrative Interpretation Location and Extent Review Areas and Activities of State Interest Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act Pipeline Development Variance Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ PROJECT DESCRIPTION REQUEST FOR WAIVERS Submission Requirements The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ______________________________________________________ __________________________ Signature of Property Owner or Authorized Representative, Title Date OFFICIAL USE ONLY File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________ Existing Use: ____________________________________________________________________________________ Proposed Use (From Use Table 3-403): ____________________________________________________ Description of Project: __________________________________________________________________ 1.The Decision you are appealing. 2.The date the Decision was sent as specified in the notice (date mailed). 3.The nature of the decision and the specified ground for appeal. Please cite specific code sections and/or relevant documentation to support your request. 4.The appropriate appeal fee of $250.00. 5.Please note a completed Appeal Application and fees must be received within 30 calendar days of the date of the final written Administrative Interpretation. For Appeal of Administrative Interpretation please include: 1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 186335300028 DATE: 3/19/2025 PROJECT: Heathcote Small Solar Energy System OWNERS: Heathcote West LLC CONTACT/REPRESENTATIVE: Chris Bendon AICP ENGINEER/SURVEYOR/OTHER: if different from above PRACTICAL LOCATION: 324 CR 150, GYPSUM, CO 81637 TYPE OF APPLICATION: Administrative Review ZONING: Rural COMPREHENSIVE PLAN: Residential Low I.GENERAL PROJECT DESCRIPTION The application should include materials to fulfill the review criteria of any Waiver of Submittal Requirements (Section 4-202) and Waiver of Standards (Section 4-118) requests. A full copy of the Land Use and Development Code (LUDC) may be found here: https://www.garfield- county.com/community-development/land-use-code/ The applicant is proposing a ground mounted solar energy system on a 1,800 Acre parcel located along Sweetwater Road. The parcel is on the border with Eagle County. Full development of the parcel will involve SB-35 property division, multiple SFH’s, and related infrastructure. The small solar energy system will serve these properties. Small Solar Energy Systems are defined as any system rated between 15 and 500 kW. In the Rural zone district, Small Solar Energy Systems require an Administrative Review Land Use Change Permit. Due to the specific types of impacts related to solar energy facilities, staff recommends the applicant review Section 4-202 Waiver of Submittal Requirements. Some submittal requirements, such as the Traffic Study, may justify a waiver from the regular requirements. All Waiver requests Exhibit B2 2 should address the review material with specific representations related to the proposed small solar energy system. The application should specifically address the grading and drainage requirements, impact analysis, and site plan. A glare analysis should be included with the impact analysis. Any agreements with Holy Cross regarding a Point of Interconnection should be provided. The application should pay specific attention to compatibility and how it will limit impacts on neighboring properties. Ground mounted solar energy systems should meet the snow (50 psf when between 7,000 and 8,000 feet in elevation) and wind load (115 mph) requirements. No building permits are required from Garfield County for ground mounted Solar Energy Systems. The application should provide enough information on grading and drainage to allow for full grading permit review. Garfield County does not require grading permits for utility trenching. Distribution Lines are defined as a Permitted Use in the LUDC. II. COMPREHENSIVE PLAN The application should provide a response to how the proposal conforms to the Future Land Use Map designation as well as the various goals and policies contained in the comprehensive plan. III. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS The following Sections of the Garfield Land Use and Development Code as amended apply to the Application: • Section 4-103 Administrative Review and Section 4-101 Common Review Procedures • Table 4-201 Submission Requirements and Section 4-203 Description of Submittal Requirements. • Section 4-118 and Section 4-202, as applicable. • Article 7 Standards , as applicable IV. SUBMITTAL REQUIREMENTS As a convenience outlined below is a list of information typically required for this type of application. Table 4-201 outlines the specific application submittal criteria. The following list can function as a checklist for your submittal. Please see Section 4-203 of the LUDC for details on submittal requirements.  General Application Materials including the Application Form (signed), payment of Fees and signed Payment Agreement Form (see attached). o A narrative describing the request and related information. 3 o Proof of ownership. o A recorded Statement of Authority is required for any property owned by an LLC or other entity. o A Letter of Authorization is required if an owner intends to have a representative complete the Application and processing. o Names and mailing addresses of property owners within 200 ft. of the subject property from Assessor’s Office Records. o Mineral rights ownership for the subject property including mailing address and/or statement on mineral rights research (see attached). o Copy of the Preapplication Summary needs to be submitted with the Application.  Vicinity Map.  Site Plan.  Grading and Drainage Plan.  Landscape Plan.  Impact Analysis.  Development agreement, if applicable.  Improvement agreement, if applicable.  Traffic Study.  Water Supply/Distribution Plan.  Wastewater Management/Treatment Plan.  Affordable Housing Plan, if applicable.  The Application should demonstrate compliance with Article 7 Standards, as applicable.  The Application should include a waiver from submittal requirements requests in accordance with Section 4-202, specifically addressing the review criteria for each waiver request.  The Application should include any waiver requests from Article 7 Standards that the applicant wishes to pursue, in accordance with Section 4-118. Three hard copies and one digital copy (on a USB drive, for example) of the application are required. Both versions should be split into individual sections. Community Development Staff is available to meet with the Applicant to provide additional information and clarification on any of the submittal requirements and waiver requests. 4 V. REVIEW PROCESS Call-Up for review by the Board in accordance with the procedures and review process contained in Section 4-112. Staff will review the application for completeness, and when complete, refer it to appropriate agencies for technical review. Staff will create a report to be submitted to the Director for their decision. Public Hearing(s): X No Public Hearing, Directors Decision (with notice per code) Planning Commission 5 Board of County Commissioners Board of Adjustment Referral Agencies: May include but is not limited to: Garfield County Surveyor, Garfield County Attorney, Garfield County Building Department, Garfield Road and Bridge, Garfield County Consulting Engineer, USFS, CPW, Utility Provider, Fire District. VI. APPLICATION REVIEW FEES Planning Review Fees: $250 Referral Agency Fees: $na Total Deposit: $250(additional hours are billed at hourly rate of $40.50) VII. GENERAL APPLICATION PROCESSING The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. The summary is valid for a six-month period, after which an update should be requested. The Applicant is advised that once the Application submittal is accepted by the County, it becomes public information and will be available for review by the public. Proprietary information can be redacted from documents prior to submittal. Pre-application Summary Prepared by: 5/19/2025 Philip Berry, Principal Planner Date 6 7 8 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM December 11, 2025 Glenn Hartmann, AICP Planning Director Garfield County 108 8th Street #401 Glenwood Springs, CO 81601 RE: #tbd [234] Beaver Pond Road; Sweetwater Ranch Small Solar Energy System, Administrative Review Mr. Hartmann: Please accept this letter authorizing BendonAdams LLC to represent our ownership interests in Tract G -5 of the Heathtcote West Tracts, address number to be determined Beaver Pond Road, and act on our behalf on matters reasonably associated in securing land use approvals for the property. If there are any questions about the foregoing or if I can assist, please do not hesitate to contact me. Property – #tbd [234] Beaver Pond Road; Garfield County, Colorado Legal Description – Tract G-5 according to the Heathcote West Tracts SB35 Subdivision Exemption Plat filed with the Garfield County Clerk and Recorder as reception number 1006809; Garfield County, Colorado. Parcel ID – 1863-353-00-129 Owner – Heathcote West LLC, a Colorado limited liability company Kind Regards, Lauren Mason, Manager Heathcote West LLC, a Colorado limited liability company 18 Heathcote Road Scarsdale, NY 10583 lauren@heathcotecm.com (202) 255.4900 SoA #1006125 Customer Distribution Prevent fraud - Please call a member of our closing team for wire transfer instructions or to initiate a wire transfer. Note that our wiring instructions will never change. Order Number: GW63022322 Date: 12/03/2025 Property Address: 150 COUNTY ROAD, GYPSUM, CO 81637 For Closing Assistance For Title Assistance Land Title Garfield County Title Team 901 GRAND AVENUE, SUITE 202 GLENWOOD SPRINGS, CO 81601 (970) 945-2610 (Work) (970) 945-4784 (Work Fax) glenwoodresponse@ltgc.com Company License: CO44565 Exhibit B4 Estimate of Title Fees Order Number: GW63022322 Date: 12/03/2025 Property Address: 150 COUNTY ROAD, GYPSUM, CO 81637 Seller(s): HEATHCOTE WEST LLC, A COLORADO LIMITED LIABILITY COMPANY Buyer(s): A BUYER TO BE DETERMINED Thank you for putting your trust in Land Title. Below is the estimate of title fees for the transaction. The final fees will be collected at closing. Visit ltgc.com to learn more about Land Title. Estimate of Title Insurance Fees "TBD" Commitment $279.00 TOTAL $279.00 Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the documents on your property. Chain of Title Documents: Garfield county recorded 11/13/2023 under reception no. 991280 Garfield county recorded 10/02/2023 under reception no. 990099 Garfield county recorded 01/02/1998 under reception no. 518683 Plat Map(s): Garfield county recorded 05/12/2025 under reception no. 1006809 Copyright 2006-2025 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Property Address: 150 COUNTY ROAD, GYPSUM, CO 81637 1. Effective Date: 11/07/2025 at 5:00 P.M. 2. Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: A BUYER TO BE DETERMINED $0.00 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: FEE SIMPLE 4. Title to the estate or interest covered herein is at the effective date hereof vested in: HEATHCOTE WEST LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The Land referred to in this Commitment is described as follows: A TRACT OF LAND SITUATED IN SECTIONS 26, 34, AND 35 TOWNSHIP 3 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO. SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 28, A 3-1/4" GLO BRASS CAP SET IN A 2'X3'X1' BOULDER, WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 28, A 2-1/2" GLO BRASS CAP ON A 1" DIAMETER IRON PIPE BEARS N89º59'47"W A DISTANCE OF 2628.26 FEET, WITH ALL BEARINGS CONTAINED HEREON BEING RELATED THERETO; THENCE S54º46'04"E A DISTANCE OF 6601.51 FEET TO THE TRUE POINT OF BEGINNING; THENCE N01º09'34"W A DISTANCE OF 1661.59 FEET; THENCE N44º35'50"E A DISTANCE OF 3402.98 FEET; THENCE N88º50'26"E A DISTANCE OF 2169.42 FEET; THENCE S57º31'01"E A DISTANCE OF 834.23 FEET; THENCE S57º23'40"W A DISTANCE OF 1211.75 FEET; THENCE N48º34'45"W A DISTANCE OF 175.00 FEET; THENCE S88º50'26"W A DISTANCE OF 780.34 FEET; THENCE S41º25'15"W A DISTANCE OF 522.80 FEET; THENCE S01º09'34"E A DISTANCE OF 694.12 FEET; THENCE S88º50'26"W A DISTANCE OF 1024.17 FEET; THENCE S43º50'26"W A DISTANCE OF 2801.39 FEET TO THE POINT OF BEGINNING. ALSO KNOWN AS: TRACT G-5 HEATHCOTE WEST TRACTS ACCORDING TO THE PLAT THEREOF RECORDED MAY 12, 2025, UNDER RECEPTION NO. 1006809. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GW63022322 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: GW63022322 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO. This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1. Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MARCH 31, 1943 IN BOOK 73 AT PAGE 218, AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 20, 1909 IN BOOK 73 AT PAGE 26, AS RESERVED IN UNITED STATES PATENT RECORDED MARCH 23, 1910 IN BOOK 71 AT PAGE 406. 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 4, 1918 IN BOOK 112 AT PAGE 491, RECORDED MARCH 31, 1943 IN BOOK 73 AT PAGE 218, RECORDED DECEMBER 20, 1909 IN BOOK 73 AT PAGE 26, RECORDED NOVEMBER 13, 1925 IN BOOK 112 AT PAGE 431, RECORDED JANUARY 5, 1935 IN BOOK 172 AT PAGE 552. 10. ALL COAL AND OTHER MINERALS TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE, AND REMOVE THE SAME PURSUANT TO THE PROVISIONS AND LIMITATIONS OF THE ACT OF DECEMBER 29, 1916 (39 STAT. 862) AS SHOWN IN PATENT RECORDED JANUARY 5, 1935 IN BOOK 172 AT PAGE 552. 11. AN UNDIVIDED ONE-HALF INTEREST IN ALL OIL, GAS, HYDRO-CARBONS AND EACH AND EVERY OTHER MINERAL AS GRANTED TO ELLA C. STEPHENS BY WILLIAM F. STEVENS BY DEED RECORDED DECEMBER 15, 1960 IN BOOK 331 AT PAGE 362, AND ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 12. ANY INCREASE OR DECREASE IN THE AREA OF THE LAND AND ANY ADVERSE CLAIM TO ANY PORTION OF THE LAND WHICH HAS BEEN CREATED BY OR CAUSED BY ACCRETION OR RELICTION, WHETHER NATURAL OR ARTIFICIAL; AND THE EFFECT OF THE GAIN OR LOSS OF AREA BY ACCRETION OR RELICTION UPON THE MARKETABILITY OF THE TITLE OF THE LAND. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GW63022322 13. TERMS, CONDITIONS AND PROVISIONS OF DITCH MAINTENANCE AGREEMENT RECORDED 11, 1989 IN BOOK 764 AT PAGE 624 AND ASSIGNMENT OF AGREEMENT RECORDED DECEMBER 31, 1990 IN BOOK 796 AT PAGE 160. 14. TERMS, CONDITIONS AND PROVISIONS OF REQUEST FOR MATERIALS AND COOPERATIVE AGREEMENT FOR DAMAGE PREVENTION FENCING RECORDED FEBRUARY 26, 2003 UNDER RECEPTION NO. 621632 AND FEBRUARY 26, 2003 UNDER RECEPTION NO. 621633. 15. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION OF ROADWAY EASEMENT RECORDED MAY 12, 2025 UNDER RECEPTION NO. 1006808. 16. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF HEATHCOTE WEST TRACTS RECORDED MAY 12, 2025 UNDER RECEPTION NO. 1006809. 17. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED JULY 18, 2025 UNDER RECEPTION NO. 1008966. 18. RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ENERGY IN INSTRUMENT RECORDED JULY 18, 2025, UNDER RECEPTION NO. 1008967. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GW63022322 Land Title Guarantee Company Disclosure Statements Note: Pursuant to CRS 10-11-122, notice is hereby given that: Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of The Subject real property may be located in a special taxing district.(A) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property). (B) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit.(A) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months.(B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens.(C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission.(B) Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. Note: Pursuant to CRS 24-21-514.5, Colorado notaries may remotely notarize real estate deeds and other documents using real-time audio-video communication technology. You may choose not to use remote notarization for any document. Joint Notice of Privacy Policy of Land Title Guarantee Company Land Title Insurance Corporation and Old Republic National Title Insurancy Company This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to your non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; your transactions with, or from the services being performed by us, our affiliates, or others; a consumer reporting agency, if such information is provided to us in connection with your transaction; and The public records maintained by governmental entities that we obtain either directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. We may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT STATED ABOVE OR PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Commitment For Title Insurance Issued by Old Republic National Title Insurance Company NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3. The Company’s liability and obligation is limited by and this Commitment is not valid without: 4. COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY i. comply with the Schedule B, Part I—Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signature by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I— Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro- forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Craig B. Rants, Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II —Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) PAYMENT AGREEMENT FORM GARFIELD COUNTY (“COUNTY”) and Property Owner (“APPLICANT”) ______ ____ ______________________________________________________________________ agree as follows: 1. The Applicant has submitted to the County an application for the following Project: __________________. 2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person:_____________________________________ Phone: (_____)___________________ Billing Contact Address: ___________________________________________________________________ City: ______________________________________________ State: _______ Zip Code: ________________ Billing Contact Email: _____________________________________________________________________ Printed Name of Person Authorized to Sign: ___________________________________________________ ______ ________________________________ (Signature) (Date) Lauren Mason 202 255.4900 18 Heathcote Road Scarsdale NY 10583 lauren@heathcotecm.com Lauren Mason, Manager; Heathcote West LLC 12/11/2025 Heathcote West LLC; a Colorado limited liability company Heathcote West Small Solar Energy System Exhibit B6 Heathcote West Tract G-5 – Vicinity Map Exhibit B7 Land owners within 200 feet of subject parcel Mineral estate owners: An interest in all oil, gas, hydrocarbons, and each and every other mineral conveyed to William Stevens. No address of record for William Stevens and no further conveyances of record. An undivided ½ interest in all oil, gas, hydrocarbons, and each and every other mineral conveyed to Ella Steven from William Stevens in 1960. No address of record for Ella Stevens and no further conveyances of record. Exhibit C1 Exhibit C2