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1.00 General Application Materials
7W Ranch Limited Impact Review Narrative Report MARCH 4, 2026 (revised April 20, 2026 for completeness) Prepared by: 345 Colorado Ave. #106 Carbondale, CO 81623 www.landwestcolorado.com ■WEST 7W Ranch | LIR Narrative Report 2 April 2026 TABLE OF CONTENTS 1. LIST OF APPENDICES ............................................................................................................ 3 2. PROJECT DIRECTORY ........................................................................................................... 4 3. APPLICATION OVERVIEW .................................................................................................... 5 3.1. PURPOSE OF REPORT ................................................................................................................................... 5 3.2. PROPERTY HISTORY & LAND USE ................................................................................................................... 5 3.3. PROPOSED LIMITED IMPACT REVIEW ............................................................................................................... 5 3.4. REQUESTED WAIVER OF SUBMISSION REQUIREMENTS ......................................................................................... 5 3.5. REQUESTED WAIVER OF STANDARDS ............................................................................................................... 6 4. EXISTING SITE CONDITIONS ................................................................................................. 8 4.1. NORTHERN PORTION OF PROPERTY................................................................................................................. 8 4.2 SOUTHERN PORTION OF PROPERTY ............................................................................................................... 12 4.3 EXISTING BUILDINGS ................................................................................................................................. 14 4.4 EXISTING WATER RIGHTS & SUPPLY .............................................................................................................. 14 4.5 EXISTING WASTEWATER TREATMENT ............................................................................................................ 16 5. PROPOSED LIMITED IMPACT REVIEW ............................................................................... 19 5.1. PROPOSED PROJECT .................................................................................................................................. 19 5.2. OPERATIONS PLAN ................................................................................................................................... 19 5.3. RV WATER SUPPLY ................................................................................................................................... 19 5.4. SPECIAL EVENTS ....................................................................................................................................... 20 5.5. SITE PLAN............................................................................................................................................... 20 5.6. ACCESS AND ROADWAYS (SECTION 7-107 STANDARDS) .................................................................................... 20 6. IMPACT ANALYSIS ............................................................................................................. 24 6.1.1. Adjacent Land Use ....................................................................................................................... 24 6.1.2. Site Features ............................................................................................................................... 24 6.1.3. Soil Characteristics ...................................................................................................................... 25 6.1.4. Geology and Hazard .................................................................................................................... 26 6.1.5. Groundwater and Aquifer Recharge Areas ................................................................................... 26 6.1.6. Environmental Impacts ................................................................................................................ 27 6.1.7. Nuisance ..................................................................................................................................... 29 6.1.8. Hours of Operation ...................................................................................................................... 30 7. RELATIONSHIP TO GARFIELD COUNTY COMPREHENSIVE PLAN ........................................ 31 7.1. ECONOMICS, EMPLOYMENT AND TOURISM ..................................................................................................... 31 7.2. AGRICULTURE .......................................................................................................................................... 31 7.3. WATER AND SEWER SERVICES ..................................................................................................................... 32 7.4. NATURAL RESOURCES ................................................................................................................................ 32 7W Ranch | LIR Narrative Report 3 April 2026 1. LIST OF APPENDICES A Application Forms & Letters B Disclosure of Ownership C Adjacent Property Owners & Mineral Owners D Vicinity Map E ALTA Survey F Site Plan s G Operations Plan H Landscape Plan I Civil Engineering Plans J Engineering Report K Well Permits & Decree L Transportation Impact Analysis M Soil Reports N Geologic Map s O Wildlife Map 7W Ranch | LIR Narrative Report 4 April 2026 2. PROJECT DIRECTORY Applicant 7W Christian Ranch LLC Contact: Matt Eineke 10807 New Allegiance Drive Suite 240 Colorado Springs, Colorado 80921 (970) 470-0488 Planning & Landscape Architecture LANDWEST Colorado, LLC Contact: Jon Fredericks 345 Colorado Ave. #106 Carbondale, CO 81623 (970) 379-4155 Civil Engineering Crystal River Civil, LLC Contact: Jay Engstrom, P.E. 1101 Village Rd UL-3C Carbondale, CO 81623 (970) 404-1144 Traffic Engineering McDowell Engineering Contact: Greg Schroeder 241 Broadway St., Suite 202 Eagle, CO 81631 (970) 948-1376 7W Ranch | LIR Narrative Report 5 April 2026 3. APPLICATION OVERVIEW 3.1. Purpose of Report The purpose of this report is to provide information relative to a request for a Limited Impact Review for the 7W Ranch, including all information required per Table 4-201 and Section 4-203 of the Garfield County Land Use and Development Code (LUDC). 3.2. Property History & Land Use The 7W Guest Ranch is located at approximately 9,000 feet in elevation, has been in operation since approximately 1923, and is the second-oldest established guest ranch in Colorado (per Water Court Decree, Case No.: 05CW238, Appendix K). The subject property is zoned Rural (R) and comprises 218.25 acres located approximately 2 miles south of Sweetwater Lake in the northeast portion of Garfield County. The property includes 6 guest cabins, a dining lodge, manager’s house (primary Single-Unit Dwelling), employee house (Accessory Dwelling Unit), recreation/game room cabin, storage barn, tack barn, and a few small outbuildings. Other improvements on the property include the 1.6 surface-acre 7W Pond, horse corrals, large fire pit patio, hot tub, driveways, and utilities. The property was previously the subject of two prior Special Use Permits dated 1995 and 2005, however both of those permits have lapsed. 3.3. Proposed Limited Impact Review The Applicant is seeking approval of a Limited Impact Review for additional Lodging Facilities on the property. Specifically, the Applicant proposes to add nine (9) seasonal RV units for guests that will be installed in a semi-permanent condition on gravel pads and connected to water, wastewater, and electric utilities. The RV units are proposed to operate only 4 months per year from June 15th to October 15th as detailed in the proposed Operations Plan in Appendix G. The location of the proposed RV units in relation to existing buildings and improvements is shown on the Site Plans in Appendix F. This application also considers the allowance of up to six (6) Special Events per year, also occurring within the June 15th to October 15th timeframe, with each Special Event limited to a maximum of 150 persons including guests and staff/vendors. Special Events are also detailed in the proposed Operations Plan in Appendix G. 3.4. Requested Waiver of Submission Requirements The Applicant is requesting a Waiver of Submission Requirements to exclude: • Development Agreement • Improvements Agreement 7W Ranch | LIR Narrative Report 6 April 2026 This requested Waiver of Submission Requirements is based on the following criteria from Article 4- 202.C: 1. The Applicant shows good cause for the request for the waiver; The Applicant is not seeking extended vested rights which would require a Development Agreement, and there are no proposed public improvements that would necessitate an Improvements Agreement. 2. The project size, complexity, anticipated impacts, or other factors support a waiver; The proposed project is limited in size, scope, and seasonality of use. 3. The waiver does not compromise proper and complete review; and The inclusion of a Development Agreement and Improvements Agreement in this review would serve no further legitimate planning, zoning, or other land use objective. 4. The information is not material to describing the proposal or demonstrating compliance with approval criteria. Neither a Development Agreement nor an Improvements Agreement are material to describing the proposed project or demonstrating compliance with approval criteria for this Limited Impact Review. 3.5. Requested Waiver of Standards The Applicant is requesting a Waiver of Standards for the Protection of Waterbodies, 35’ wetland setback. This requested Waiver of Standards is based on the following criteria from Article 4-118.C: 1. It achieves the intent of the subject standard to the same or better degree than the subject standard; and The requested Waiver is based on an existing ranch road partially lying within a portion of the 35’ wetland setback as shown on the Existing Conditions Plan, Appendix F. The wetlands boundary data was collected from the National Wetlands Inventory (NWI) and was not verified on site by an ecologist. The Applicant does not request to change the location of the existing ranch road, but rather to document this as an existing non-conformity. 2. It imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Code. The proposed Waiver of Standard will not impact adjacent properties as it is an existing ranch road within the property, and the location of the non-conformity is 448 feet to the nearest adjacent property. 7W Ranch | LIR Narrative Report 7 April 2026 7W Ranch Vicinity Map (map source: Garfield County GIS) 7W Ranch | LIR Narrative Report 8 April 2026 4. EXISTING SITE CONDITIONS 4.1. Northern Portion of Property The majority of improvements are situated within the northern part of the property and include the six (6) guest cabins, dining lodge, manager’s house, employee house, recreation/game room cabin, storage barn, tack barn, outbuildings, 7W Pond, horse corrals, large fire pit patio, and hot tub. Riland Creek flows through the northern portion of the property in a northeasterly direction. Dining lodge Guest cabins #1 - 5 7W Ranch | LIR Narrative Report 9 April 2026 Guest cabin #6 Employee house, 2BR 7W Ranch | LIR Narrative Report 10 April 2026 Recreation/ game room cabin Storage barn 7W Ranch | LIR Narrative Report 11 April 2026 Looking northeast towards 7W Pond Riland Creek 7W Ranch | LIR Narrative Report 12 April 2026 4.2 Southern Portion of Property The southern portion of the property is largely undeveloped and consists of a two-track road, meadows, aspen tree groves, the Four Creek Ditch, and Beard Spring. Looking northeast on the northern portion of the property Beard Spring collection manhole 7W Ranch | LIR Narrative Report 13 April 2026 Four Creek Ditch (no water rights from this ditch associated with property) Typical meadows and aspen groves 7W Ranch | LIR Narrative Report 14 April 2026 4.3 Existing Buildings The following table provides a summary of existing buildings and their uses. Structure Use Assessor's Data Max. Sleeping Occupancy Square Feet Bedrooms Bathrooms Manager’s House Employee Single-Family Dwelling 2625 3 2.5 4 Modular House Employee Accessory Dwelling Unit 1162 2 1 3 Dining Lodge Kitchen & Dining 1980 0 1.25 n/a Recreation Room Recreation/ Game Room 399 0 0 n/a Storage Barn Storage, Workshop 3528 0 0.5 n/a Tack Barn Storage, Tack, Stable 426 0 0 n/a Guest Cabin #1 Guest Accommodation 510 1 0.75 4 Guest Cabin #2 Guest Accommodation 286 1 0.75 2 Guest Cabin #3 Guest Accommodation 250 1 0.75 2 Guest Cabin #4 Guest Accommodation 286 1 0.75 2 Guest Cabin #5 Guest Accommodation 498 1 0.75 4 Guest Cabin #6 Guest Accommodation 286 1 0.75 2 4.4 Existing Water Rights & Supply The existing water supply for 7W Ranch includes several water sources, two separate domestic supply systems, and a third domestic supply for the proposed Lodging Facilities consisting of the 9 RV units (see section 5.3 RV Water Supply below). The well permits, Water Court Decree, and pump test/water quality test results for Well 341042 (the RV well) are provided in Appendix K for reference. Section 3 of the Operations Plan in Appendix G provides a detailed schedule of buildings served by each of the three domestic water supply systems. Well Permit 166915 This well was constructed in 1992 and provides water supply to the Ranch Manager’s house. The well is approved for up to 15 gallons per minute of groundwater for irrigating up to 1 acre of gardens and lawns, fire protection, ordinary household uses in 1 single family home, and domestic animals. Well Permit 166915 is considered an “exempt well” under C.R.S. § 37-92-602(3)(b). Exempt 7W Ranch | LIR Narrative Report 15 April 2026 wells are presumed to not cause injury to other water rights and therefore exempts them from state augmentation requirements. Mills Spring & Beard Spring Mills Spring and Beard Spring provide the water supply for the primary ranch facilities including the guest cabins, dining lodge, employee house (ADU), and irrigation. Mills Spring is a 1952 water right, decreed in Case No. 87CW240 for 0.0334 cubic feet per second (c.f.s.) for 1 acre of irrigation, domestic uses, fire protection, and stock watering. Beard Spring is a 1987 water right, decreed in Case No. 87CW239 for 0.0223 c.f.s. for 1 acre of irrigation, domestic uses, fire protection, and stock watering. Mills Spring and Beard Spring are “absolute” (i.e., perfected) water rights and therefore do not require further showings of diligence to the water court. They are augmented under the 7W Augmentation Plan, which means the water rights can be used even during times when they are not considered “in priority”. As shown on the Site Plans in Appendix F, Beard Spring is diverted across the meadows, piped to the Mills Spring location and into an existing concrete vault collection system. Any spring water not otherwise used is diverted into 7W Pond. 7W Pond 7W Pond is a 1977 water right, originally decreed in Case No. 05CW238. Pursuant to a subsequent diligence decree in Case No. 15CW3071, the pond is approved to store up to 4.1 acre-feet of water for the following uses: up to 2 acres of irrigation, stock watering, fire protection, recreation, piscatorial, and fish and wildlife habitat, as well as augmentation and exchange purposes. 7W Pond has a surface area of 1.6 acres and is an on-channel reservoir fed by Riland Creek, a tributary of Sweetwater Creek, and includes a right to fill and refill to maintain storage levels up to 4.1 acre-feet. The pond is an absolute water right and included in the 7W Augmentation Plan. The pond is contained by a “non-jurisdictional” dam structure, exempt from certain permit requirements, inspection requirements, and compliance to stricter safety and maintenance standards set by the State Engineer’s Office. The pond uses a bypass ditch to release flows back into the system to meet augmentation requirements, however this typically only happens during significant dry years. Well Permit 341042 This new well will serve the 9 proposed RV units, see section 5.3 RV Water Supply below. Irrigation The majority of the property is un-irrigated and consists of sagebrush meadows and aspen groves. While the Four Creek Ditch traverses the property, there are no ditch rights associated with the property and all permitted/decreed irrigation water is provided by Well Permit 166915, Mills & Beard Spring, and 7W Pond. Well 166915 is permitted for up to 1 acre of irrigation and the augmentation plan covers 2 acres of irrigation from the springs and pond. Well 341042 (the RV well) is not permitted to be used for irrigation purposes. 7W Ranch | LIR Narrative Report 16 April 2026 Monitoring Well Permit 289432 This well is the northernmost on the property, close to County Road 151, and was permitted in 2012. Use of this well is limited to monitoring water levels and/ or water quality sampling. There are no current plans to use this well for production purposes. The location of this well is shown on the Site Plans in Appendix F. 7W Augmentation Plan & Exchange Augmentation plans are court-approved water supply plans that use alternate water supplies to replace out-of-priority water depletions resulting from junior water rights in order to off-set impacts and avoid injury to more senior water rights. The 7W Augmentation Plan, decreed in Case No. 05CW238, uses water supplies from Wolford Mountain Reservoir and/or Ruedi Reservoir to replace any out-of-priority water depletions from Mills Spring, Beard Spring, and the 7W Pond. It operates pursuant to a Colorado River Water Conservancy District Water Supply Contract #CW04020 and Appropriative Right of Exchange. The District Water Supply Contract, entered in 2004 and amended in 2009, provides the Property with annual deliveries of up to 7 acre-feet of water from Wolford Mountain Reservoir and/or Ruedi Reservoir. The Exchange makes this possible by “exchanging”— i.e., applying—water released from the reservoirs to the water system impacted by the Property’s water depletions. The Exchange, originally decreed in Case No. 05CW238, is approved to operate at a rate of 1.0 c.f.s. 4.5 Existing Wastewater Treatment The buildings on the property utilize existing and permitted Onsite Wastewater Treatment Systems. Each of the existing OWTS treats less than 2,000 GPD in compliance with Regulation 22 (5 CCR 1002- 22), and the combined demand of the existing systems is estimated at 2,818 GPD, which is less than half of the 6,000 GPD threshold established by Policy 6 (WQSA-6). The following is a summary of the existing systems. ISDS Permit No. 1507 – Guest Cabins 4 & 5 (1986) Guest Cabins 4 and 5 are served by a 1,000-gallon, 3-compartment fiberglass septic tank with a Soil Treatment Area (STA) including 837 sf of absorption area. The tank and drain field are located east of the cabins, across the gravel road. Two inspection ports exist in the absorption field. Cabins 4 and 5 have 1 bathroom each and do not have kitchens. ISDS Permit No. 1534 – Dining Lodge, Guest Cabin 6, & Employee House (1987) Permitted in 1987 to serve a maximum of 37 persons, 3 meals per day for the dining lodge. The dining lodge has a full kitchen for preparation of meals for guests and employees; however, it includes no sleeping accommodations. The system also includes use for 2 persons per day for Guest Cabin 6, which has 1 bathroom and no kitchen. The system also is permitted to serve up to 6 persons per day for the 2-bedroom Employee (modular) House, although this dwelling accommodates fewer people than permitted. The total system design is 1,928 GPD and includes (2) 1,250-gallon concrete septic tanks, a 1,000-gallon concrete septic tank, and a 300-gallon 7W Ranch | LIR Narrative Report 17 April 2026 grease trap from the dining lodge. The Soil Treatment Area (STA) includes two drain fields measuring 36’ x 46’ and 12’ x 49’. ISDS Permit No. 1728 – Ranch Manager’s House (1990) (REPLACED BY OWTS Permit No. 9315) ISDS Permit No. 2248 – Guest Cabins 1, 2 & 3 (1994) Guest Cabins 1, 2 and 3 are served by a 1,000-gallon, 2-compartment concrete septic tank and a Soil Treatment Area (STA) consisting of 454 sf of infiltrators. The tank and drain field are located east of the cabins, across the gravel road. Two inspection ports exist in the absorption field. Cabins 1, 2 and 3 have 1 bathroom each and do not have kitchens. ISDS Permit No. 3828 – Storage Barn (2005) Permitted in 2005 to serve a half-bath and sink in the storage barn. System consists of a 1,000- gallon, 3-compartment concrete septic tank, with electric lift by a Zoeller Model 267 pump. The Soil Treatment Area (STA) includes 14 standard infiltrator chambers in 3 trenches. ISDS Permit No. 4062 (VOIDED – see ISDS Permit No. 3828) OWTS Permit No. 9315 -- Ranch Manager’s House (2025) Permitted in 2025 as a replacement system for a 3-bedroom house with a design flow of 450 GPD with a 1,500 gallon, two-compartment tank. The Soil Treatment Area (STA) uses 44 Quick-4 infiltrator chambers in two rows of 22 each per row. This system replaced ISDS Permit No. 1728. remainder of page intentionally blank 7W Ranch | LIR Narrative Report 18 April 2026 The following table summarizes the existing wastewater treatment systems. ISDS/OWTS Permit No. Building Facilities Occupancy GPD per Person GPD ISDS No. 1507 Guest Cabin #4 1 bathroom, no kitchen 2 25 50 Guest Cabin #5 1 bathroom, no kitchen 4 25 100 Subtotal ISDS No. 1507: 150 ISDS No. 1534 Dining Lodge kitchen, bathroom, no accommodations Total system design of 1,928 GPD per Permit. 1928 Employee Modular House 2 BR ADU Guest Cabin #6 1 bathroom, no kitchen Subtotal ISDS No. 1534: 1928 ISDS No. 2248 Guest Cabin #1 1 bathroom, no kitchen 4 25 100 Guest Cabin #2 1 bathroom, no kitchen 2 25 50 Guest Cabin #3 1 bathroom, no kitchen 2 25 50 Subtotal ISDS No. 2248: 200 ISDS No. 3828 Storage Barn 1/2 bath 6 15 90 Subtotal ISDS No. 3828: 90 OWTS No. 9315 Manager’s House 3 BR single-family home Total system design of 450 GPD per Permit. 450 Subtotal OWTS No. 9315: 450 Total Existing Systems GPD: 2818 I I I I 7W Ranch | LIR Narrative Report 19 April 2026 5. PROPOSED LIMITED IMPACT REVIEW 5.1. Proposed Project The Applicant is seeking approval for a Limited Impact Review for additional Lodging Facilities on the subject property, consisting of nine (9) self-contained seasonal RV units for guests that will be installed in a semi-permanent condition on gravel pads and connected to water, wastewater, and electric utilities. The RV units are proposed to operate only 4 months per year from June 15th to October 15th as detailed in the proposed Operations Plan in Appendix G. The location of the proposed RV units in relation to existing buildings and improvements is shown on the Site Plans in Appendix F. The proposed RV units will be served by a permitted well (No. 341042, Appendix K) and proposed OWTS (Appendix I). This application also proposes the allowance of up to six (6) Special Events per year, also occurring within the June 15th to October 15th timeframe, with each Special Event limited to a maximum of 150 persons including guests and staff/vendors. Special Events are also detailed in the proposed Operations Plan in Appendix G. Other historical guest operations on the ranch are intended to continue, and there will likely be various modest improvements or building modifications requiring County building permits from time to time. The existing dining lodge on the property caters to guests of the ranch with a capacity of 18 people and may be expanded in seating capacity to accommodate some guests of the new RV units. Any future modifications to this building will be processed through the County’s building permit review. The Garfield County Public Health Department has conferred with the Applicant and has determined that due to the limited and seasonal use of the dining lodge, it is not subject to the requirements of a commercial kitchen and therefore does not require a license for retail food operations. 5.2. Operations Plan The Operations Plan is intended to recognize and allow the continuation of the historical uses of the property, while allowing for certain additional land uses related to the expansion of Lodging Facilities and the regulation of Special Events. The primary purpose of the Operations Plan is to set forth a comprehensive framework of standards, restrictions and regulations which govern land uses on the property. The Operations Plan addresses enforcement, allowed land uses, lodging & employee accommodations, seasons of use, special events, water supply systems, and wildlife protection. The proposed Operations Plan is provided in Appendix G. 5.3. RV Water Supply Well Permit 341042 will serve the 9 proposed RV units, which are proposed to operate seasonally for 4 months per year. The well was permitted in October of 2025 and was constructed in November 7W Ranch | LIR Narrative Report 20 April 2026 of 2025. Well Permit 341042 is considered an “exempt well” under C.R.S. § 37-92-602(3)(b). Exempt wells are presumed to not cause injury to other water rights and therefore exempts them from State augmentation requirements. The well is approved for up to 15 gallons per minute of groundwater for drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a commercial business. Water from this well may not be used for lawn/landscape/greenhouse irrigation, domestic animal/livestock watering, or for any other purpose outside the business building structure(s). The annual amount of groundwater to be withdrawn by this well is limited to 1/3 acre-foot (108,600 gallons). With the seasonal use of the 9 RVs calculated as a daily average across four months, this water right allows for approximately 100 gallons per day of water use for each RV unit, which is more than sufficient for the proposed use. The well permits, Water Court Decree, and pump test/water quality test results for Well 341042 (the RV well) are provided in Appendix K for reference. Section 3 of the Operations Plan in Appendix G provides a detailed schedule of buildings served by each of the three domestic water supply systems. 5.4. Special Events The Applicant proposes conducting up to six (6) special events per year during the period from June 15th through October 15th. Each special event will be limited to a total of 150 people including staff and any vendors and would be limited to eight (8) hours maximum. Sections 2.4 and 5 of the Operations Plan in Appendix G provide detailed restrictions and requirements for the proposed special events, including water supply and sanitation. Sheet 2, Proposed Site Plan in Appendix F shows the locations for special events parking, tent locations, and location of portable sanitary facilities. 5.5. Site Plan The proposed Site Plans in Appendix F shows all existing improvements and significant natural features associated with the property. This includes the locations of all existing buildings, driveways, springs, wells, ditches, pond, forested areas, and Riland Creek. The Site Plans also shows the location and arrangement of the nine (9) proposed RV units and associated loop road, well, OWTS, and special events parking and facilities. 5.6. Access and Roadways (Section 7-107 Standards) In accordance with Section 7-107 of the LUDC, compliance with County Access and Roadway Standards is described below. 7W Ranch | LIR Narrative Report 21 April 2026 Access to Public Right of Way The subject property has direct access from Garfield County Road 151, known as Sweetwater Cow Camp Road. The neighboring property, Flat Tops Gateway LLC (the “North Parcel”), also utilizes 7W Ranch’s driveway by way of a 30’ access easement recorded at Reception No. 745889 and shown on the ALTA Survey in Appendix E. Safe Access County Road 151 is a lightly trafficked roadway, serving approximately 24 large private parcels. The Transportation Impact Analysis in Appendix L has identified an Average Daily Traffic (ADT) of 101 on CR 150 Sweetwater Road just west of the intersection with CR 151. The Analysis also suggests that CR 151 has an annual average daily traffic of 203 ADT. However, only 9 private parcels (4 of which are vacant) are accessed from CR 151 beyond the driveway to 7W Ranch, therefore this western segment of the road is more lightly traveled than the beginning of the road. Access to and from the property is safe and in conformance with applicable County regulations. The driveway approach to County Road 151 is generally perpendicular, with approximately 110’ of sight distance in each direction. The existing driveway flares to a width of approximately 50’ at the County Road, which allows sufficient turn radius for all vehicles turning into and out of the driveway from CR 151. The property is not directly accessed from any State or Federal roads or highways. Adequate Capacity The property is accessed from County Road 151 (Sweetwater Cow Camp Road) via County Road 150 (Sweetwater Road). County Road 150, Sweetwater Road. The Transportation Impact Analysis in Appendix L determined that CR 150 has an ADT of 370 at its intersection with the Colorado River Road in Eagle County. According to Table 7-107 of the LUDC, this would classify CR 150 as a Secondary Access with 11’ travel lane widths and a maximum design gradient of 10%. While the distance from the Colorado River Road to CR 151 is 7.3 miles, only 0.7 miles of this distance is within Garfield County. For this Garfield County segment, CR 150 climbs approximately 96’ from the County Line to the intersection of CR 151 in 0.7 miles, resulting in an average road gradient of 2.5%. This Garfield County segment of the CR 150 roadway is paved and ranges from approximately 24’ to 28’ wide as measured from high-resolution aerial photography. The existing condition of CR 150 meets the County criteria for width, surface, and gradient. County Road 151, Sweetwater Cow Camp Road. The Transportation Impact Analysis has determined that CR 151 has an ADT of 203 at its intersection with CR 150. According to Table 7-107 of the LUDC, this classifies CR 151 as a Secondary Access with 11’ travel lane widths and a maximum design gradient of 10%. CR 151 climbs approximately 1364’ from the Sweetwater valley floor to the 7W property in 2.8 miles, resulting in an average road gradient of 9.3%. The gravel roadway width of CR 151 ranges from approximately 22’ to 26’ wide as measured from high-resolution aerial photography. The existing condition of CR 151 meets County criteria for width, surface, and gradient. 7W Ranch | LIR Narrative Report 22 April 2026 The Transportation Impact Analysis (Appendix L) has calculated that the existing and proposed uses generate the following vehicle trips based on the ITE Trip Generation Handbook and Trip Generation Manual: Land Use Timeframe Vehicle Trips/ Day Existing Land Uses Year Round 44 Proposed RVs 4 months per year (June 15 - Oct 15) 27 Proposed Special Events 6 days per year (between June 15 - Oct 15) 191 The Transportation Impact Analysis (in Section 5.0, p. 27) concludes that the additional vehicle trips generated by the proposed uses will not change the road classifications, and that each County Road will still have excess capacity after the proposed uses are incorporated (see Figure 18, p. 23). The Analysis did not find that any road improvements are necessary to accommodate the proposed land uses, and concludes that the proposed land uses are anticipated to be successfully integrated in the existing roadway network. Road Dedications This item is not applicable. Neither road dedications nor a Final Plat are required for this Limited Impact Review application. Impacts Mitigated Impacts to County Roads 150 and 151 associated with any hauling, truck traffic, or equipment use will be mitigated through fees associated with building permits, an OWTS permit, and grading permits. Given the small scope of the proposed project, hauling of materials to the project site is expected to be minimal. All grading operations will be balanced cut and fill, with no import or export from the property. Hauled materials will generally be limited to water & sewer pipe, gravel for the new RV driveway surfacing, and the OWTS septic tanks and infiltrator chambers. 7W Ranch owns and keeps heavy equipment on site, and there should be minimal need for equipment hauling on County Roads. Design Standards This section provides an analysis of the access provided by the 7W Ranch driveway and proposed RV loop road. 7W Ranch Driveway. The existing driveway is approximately 3,100’ long from CR 151 to the proposed RV units. The average gradient of the driveway is 7.8% with the steepest segment at 10.7% near the location of the dam for 7W Pond. The average width of the driveway is 16’. The Transportation Impact Analysis in Appendix L determined that the main driveway will have an 7W Ranch | LIR Narrative Report 23 April 2026 Annual Average Daily Traffic of 56 vehicles per day (see Figure 12, p. 20), which categorizes the driveway as a Semi-Primitive road per Table 7-107 of the LUDC. Design standards for this road type include 8’ travel lanes, maximum gradient of 12%, and a gravel surface, all of which the current driveway is in compliance with. It is important to note that the proposed RV units will be installed in a semi-permanent condition, therefore RVs will not be entering and exiting the property regularly. RV Loop Road. The proposed loop road serving the RV units has been designed to the Primitive/ Driveway road standard per Table 7-107 of the LUDC. This loop road consists of a 12’ wide gravel travel surface, 50’ minimum centerline radius (40’ min. reqd.), and a maximum gradient of 11% (12% max. allowed). Normal operations will include guests parking in the guest parking area, then being shuttled to their RV by ranch staff via golf cart/utility vehicle. Guests will not regularly use their personal vehicles on the RV loop road. The grading plan for the proposed RV Loop Road is included in Appendix I. remainder of page intentionally blank 7W Ranch | LIR Narrative Report 24 April 2026 6. Impact Analysis Per Article 4-203.G of the LUDC, the Applicant shall describe both the existing conditions and the potential changes created by the project, including any potential impact mitigation strategies. 6.1.1. Adjacent Land Use This Limited Impact Review application proposes the addition of 9 RV units and up to 6 Special Events per year, with both proposed land uses occurring within a 4-month timeframe between June 15th and October 15th of each year. The property has operated as a guest ranch since at least 1923, therefore the use of the property for Lodging Facilities does not constitute a new land use and is closely aligned and compatible with the historic use of the property. Due to the relatively high elevation of the area, many of the parcels in the vicinity of 7W Ranch are used seasonally for agricultural or recreational purposes. Adjacent to West: White River National Forest. Public access to this portion of the Forest is unclear and it is not apparent that there is direct access from County Road 151. The proposed RV units are approximately 1,850’ to the east of the WRNF boundary. Adjacent to North: Private 35-acre residential/ agricultural parcel. The proposed RV units are approximately 420’ from the northern adjacent property. Adjacent to East: To the east are 3 separate parcels of 36, 113 and 369 acres of agricultural parcels. Only the 369-acre parcel contains a residential structure. The proposed RV units are approximately 550’ from the nearest eastern adjacent property. Adjacent to South: Private 113-acre residential/ agricultural parcel. The proposed RV units are approximately 2,760’ from the southern adjacent property. Given the distances to adjacent properties and the limited 4-month seasonality of the proposed uses, potential impacts to adjacent land uses should be negligible. 6.1.2. Site Features The subject property consists of 218.25 acres with the existing improvements situated in the north central portion of the property and include the manager’s house, dining lodge, storage barn, employee house, and six (6) guest cabins. The proposed RV units are planned to be placed in the same vicinity of the property as the existing improvements. Other areas of the property contain large aspen tree groves to the west, east and south of the improvements area. A large portion of the property is open meadow area. The property’s topography generally slopes upward from north to south, ranging in elevation from approximately 8,597’ to 9,185’. The 7W Pond on the north of the property is fed from Riland Creek which generally flows in a 7W Ranch | LIR Narrative Report 25 April 2026 northeasterly direction. The Four Creek Ditch flows in a southeasterly direction across the southern portion of the property. The proposed RV units are located in an area of the property adjacent to existing improvements, which consists of previously disturbed areas and sagebrush meadow. The proposed site plan avoids any impacts to existing trees, forested areas, waterbodies, wetlands, or otherwise valuable natural areas. 6.1.3. Soil Characteristics Available geologic mapping is included in Appendix N. According to the Geologic and Structure Contour Map of the Glenwood Springs Quadrangle and Vicinity (Bass, N.W. and Northrop, S.A., 1947-1953), the property is underlain by sandstone, shale and limestone of the Belden and Molas formations. Clay minerals within shales and shale-derived soils can be expansive based upon water content, however this condition can be mitigated with proper subgrade preparation, foundation design, and drainage. Given that the proposed RV units will not be placed on permanent foundations, the potentially expansive soil conditions may have a negligible effect on the overall structural integrity of the units. Designed to be transported, RV units inherently allow some amount of structural flexibility, therefore any normal shrink-swell events within the soil should not impact the integrity of the RV units. According to the NRCS Custom Soil Resource Report in Appendix M, the soils in the location of the proposed RV units are of the Cochetopa-Antrobus complex. The general characteristics of these soils are well drained, with medium to high runoff potential, and limited or no frequency of flooding or ponding. A Soil Investigation Report was prepared by LKP Engineering, Inc. in 2005 for an area of the property that is located approximately 600’ to the southwest of the proposed RV units. This report is included in Appendix M. While the report is not specific to the exact site of the RV units, it does provide relevant indicators of soil conditions on the property and the constructability associated with those soils. Two test pits were excavated, and the report found that Test Pit No. 1 had 2-4 feet of topsoil, and the next 8 feet consisted of brown clayey-sandy gravel with angular cobbles. Test Pit No. 2 had 3 feet of topsoil, underlain by brown clayey- sandy gravel with angular cobbles. Ground water was not encountered in either test pit. Since the property contains numerous structures which have been successfully designed, constructed and operated for many years, there should be no soils concerns that would preclude the use of the site for the construction of the 9 proposed RV pads. 7W Ranch | LIR Narrative Report 26 April 2026 6.1.4. Geology and Hazard The property has been in operation as a guest ranch since approximately 1923, and there are no known geologic hazards on or near the proposed development site that would preclude its use for seasonal RV Lodging Facilities. The proposed area of the RV units is flat to moderately sloped up to about 11% gradient, and vegetation largely consists of open sagebrush meadow. The area is generally located on top of a topographic knoll, or peninsula, and therefore is not subject to any drainage or overland flows from higher terrain. Based on available landslide mapping as included in Appendix N (1975 Preliminary map of landslide deposits, Leadville 1° x 2° quadrangle, Colorado: U.S. Geological Survey, Miscellaneous Field Studies Map MF-701), the site is underlain by a very large, mapped landslide or other slope failure deposits. The landslide deposits as mapped are beyond any scale that could be stabilized or mitigated. However, there is no evidence of any recent or active slope instabilities that can be observed on or near the property, and no evidence of any geologic events on the property since it was developed over 100 years ago. More recent geologic mapping has been completed nearby, but not in the exact location of the project site. The 2008 Geologic Map of the Dotsero Quadrangle, Eagle and Garfield Counties, Colorado covers an area to the southeast of the property, including a portion of the Sweetwater valley. This map is included in Appendix N for reference, as it reveals more granular detail, local variations, and lesser landslide extents as compared to the landslide deposits shown on the 1975 landslide deposit map. The 2008 map generally indicates that the landslide deposits on the south side of the Sweetwater valley cover a far lesser extent than those that were coarsely mapped in 1975, therefore it is not conclusive that the property lies on or near a landslide deposit. 6.1.5. Groundwater and Aquifer Recharge Areas The Civil Engineering Plans in Appendix I have been designed to allow for proper infiltration and groundwater recharge of any runoff associated with the RV pads and access road. The proposed 12’ wide gravel RV loop road is cross-sloped to drain into grass-lined swales. These swales and proposed 18” culverts will convey runoff to a natural low point where it will be diffused in rip- rap armoring and then dispersed across lower-gradient vegetated terrain. The Civil Engineering Plans in Appendix I provide demonstrate the design of drainage facilities. Prior to construction, detailed grading, drainage and erosion control plans will be submitted for County review as part of a grading permit application. 7W Ranch | LIR Narrative Report 27 April 2026 6.1.6. Environmental Impacts 6.1.6.1. Flora and Fauna Vegetation communities on the subject property include aspen groves (approx. 8 acres), aspen/mixed forest (approx. 82 acres), non-irrigated pasture (approx. 85 acres), shrublands, and wetland plant communities associated with Riland Creek, the 7W Pond, and forest/shrub wetlands. The proposed RV units will occupy approximately 1.5 acres located in an area of dryland pasture grasses and sagebrush on a topographic knoll, thereby not impacting other more valuable vegetation communities on the property. The Wildlife Map in Appendix O shows that most of the property is mapped as Elk Production Area. The elk herd is fully accustomed to the existing land uses, as there are no elk alive today that have experienced this property as vacant. Elk Production generally occurs in May and June. The proposed lodging will operate from June 15th - October 15th seasonally, therefore there could be some minor overlap with the Elk Production season. The proposed RV units are located adjacent to other existing uses and buildings, will occupy only 1.5 acres of the property, and are likely have minimal seasonal overlap for 2 weeks in June, therefore any potential impacts to the Elk Production season are expected to be minor. Any potential long-term or short-term impacts to flora and fauna are expected to be minor or negligible. 6.1.6.2. Designated Environmental Resources An evaluation of the U.S. Fish & Wildlife Service’s National Wetlands Inventory (NWI) shows potential wetland locations on the property at the 7W Pond, along Riland Creek, and several potential freshwater forested/shrub wetlands in topographically low-lying areas throughout the property. The proposed RV units are located on a topographic knoll, or high point, and are not located within any wetlands or within the 35’ wetland setback established by the LUDC. The closest potential wetland to any proposed improvements for the RV site is approximately 70’ away. Other potential impacts to Designated Environmental Resources are discussed in Section 6.1.6.1. above as related to wildlife habitat and the mapped Elk Production area. The project will not cause any impacts to existing wetlands, and any impacts to wildlife habitat are expected to be minor or negligible. 7W Ranch | LIR Narrative Report 28 April 2026 6.1.6.3. Impacts on Wildlife and Domestic Animals The following section discusses potential impacts on wildlife and domestic animals through the creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions. This discussion includes best management practices for wildlife, which would allow for the continued wildlife use of the property. These best management practices have been incorporated into Section 4 of the Operations Plan in Appendix G. Lighting: The proposed RV units will have minimal exterior lighting. Any additional lighting installed on the site will be low in height for safe pedestrian movement and will utilize fully- shielded light fixtures to protect the night sky, rural character, and wildlife in the area. All lighting will comply with Section 7-304 of the LUDC. Fencing: To prevent livestock from impacting the RV area, the approximate 1.5-acre area around the RV units will be fenced with wildlife-friendly fencing per Colorado Parks & Wildlife specifications. This type of fencing will allow the safe passage of wildlife should they inadvertently enter the RV area. The purpose of this fencing is to preclude free-range cattle, which are common in the area, from accessing the RV area. Revegetation: Because the property is identified to be within an Elk Production Area, any necessary revegetation outside of the fenced RV area will use compatible native plant species and vegetation profiles. Revegetation will occur as soon as possible after construction, and any noxious weeds will be treated in order to minimize their spread and impact on the Elk Production Area and increase the success of revegetation activities. Impacts to Landscaping: Since the subject property is within mule deer and elk habitat, there will likely be damage and use of the landscaping by foraging big game. The Applicant acknowledges that Colorado Parks & Wildlife does not provide game-damage reimbursement for damage to landscaping. Domestic Dogs: 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 potential impact of dogs on wildlife, guest’s dogs will remain under leash control or within a fenced enclosure at all times. Domestic Cats: Domestic cats can have significant impacts on local breeding bird, small mammal, amphibian, and reptile populations in area habitats. Guest’s cats will be required to be kept indoors. Bears: There are existing problems with bears, garbage, and people in Garfield County and some bears demonstrate signs of habituation or even aggression towards residents. These 7W Ranch | LIR Narrative Report 29 April 2026 conflicts can be minimized by implementation of appropriate mitigation measures. The following measures will be implemented to reduce potential bear conflicts: 1) Dumping of edible materials and food waste compost on the property is prohibited, including any dumps associated with construction activities. 2) Garbage should be placed in bear-proof dumpsters, bear-proof trash containers, or kept in trash cans inside closed buildings. 3) Pets should not be fed outside. 4) Bird feeders and hummingbird feeders should be removed from September through November. 5) Nut, fruit, or berry-producing trees or shrubs should not be used in landscaping. 6.1.6.4. Potential Radiation Hazard Eighty percent of counties in Colorado are at high risk for radon, including Garfield County. Radon is an odorless, tasteless, colorless gas that results from the radioactive decay of uranium in the soil. Garfield County’s 2010 -2011 radon program indicated that 44% of homes tested had radon values above the EPA’s “Action Limit” of 4 pCi/L (pico-curies/liter). (Source: Garfield County website ) In Colorado the buildup of radon gas in unacceptable levels often occurs in residential structures that are sealed to minimize air exchange. Passive and active mitigation procedures are commonly employed in this region to effectively reduce the buildup of radon gas. The proposed RV lodging units will not be placed on permanent foundations, and their installations will allow for positive airflow between the ground level and the floor of the RV units, thereby significantly reducing the risk of radon exposure. 6.1.7. Nuisance The proposed uses within the subject property are not expected to produce any abnormal toxic or noxious substances, smoke, odors, gas, wastes, steam, or dust. Detailed erosion control and grading plans will guide development of the RV site, with a goal of minimizing particulate matter (fugitive dust) emissions from the project site. Nevertheless, there will likely be a minor increase in airborne particulate matter as a result of equipment operations producing fugitive dust during construction. To mitigate these impacts, the contractor will employ dust control (likely watering). Because of the 3,100’ length of the 7W gravel driveway, any mud will be adequately dispersed from vehicles prior to reaching County Road 151. The proposed 4-month seasonal land use is anticipated to integrate well with neighboring existing land uses. For the above stated reasons, the land use is considered to have minimal nuisance impacts on adjacent lands and is generally consistent with those adjacent uses and their associated impacts. 7W Ranch | LIR Narrative Report 30 April 2026 6.1.8. Hours of Operation The proposed RV lodging will operate from June 15th - October 15th (4 months) annually, with up to six (6) Special Events during the same timeframe each calendar year. The Operations Plan, Appendix G provides additional detail on the timing of the proposed land uses. remainder of page intentionally blank 7W Ranch | LIR Narrative Report 31 April 2026 7. Relationship to Garfield County Comprehensive Plan The Garfield County Comprehensive Plan offers general goals and policies that apply to all areas of the County. Certain goals and policies that relate specifically to 7W Ranch are addressed in this section. Selections from the Comprehensive Plan are displayed in bold text; and Applicant discussions and responses are displayed in regular text. 7.1. Economics, Employment and Tourism The tourism industry is an important economic sector for Garfield County, comprising 10% of the employment base. The Comprehensive Plan recognizes the importance of maintaining a diverse economic base. “The county recognizes that the tourism industry is an important part of the regional economy and the county recognizes that the tourism industry is enhanced by: (1) open space and scenic vistas; (2) public trails and other recreational opportunities; (3) public access to public lands; (4) a healthy environment and habitats for hunting and fishing; (5) green belts and open area between communities; (6) clean air and water; and, (7) local foods and local produce.” The project will provide additional tourism opportunities through the expansion of Lodging Facility capacity on the property and will continue to provide seasonal and year-round employment opportunities. Guests will be exposed to adjacent public lands, scenic vistas, recreational opportunities, hunting and fishing habitats, clean air and water, and local agriculture. 7.2. Agriculture Through the Comprehensive Plan, the County values the preservation of agricultural lands, rural character, and agricultural heritage. “Promote the continuation and expansion of agricultural uses.” “Preserve a significant rural character in the county.” “Preserve scenic and visual corridors in the county.” The property was formerly used for cattle grazing and is currently frequented by nearby “range cattle” that wander in from nearby properties or USFS lands. The Owner intends to resume cattle grazing on the property, helping to preserve the rural character and agricultural practices of the area. 7W Ranch | LIR Narrative Report 32 April 2026 7.3. Water and Sewer Services Through the Comprehensive Plan, the County values the preservation and enhancement of high- quality water resources and proper wastewater treatment. “Ensure the provision of legal, adequate, dependable, cost-effective and environmentally sound sewer and water services for new development.” The property will continue to utilize the two (2) existing permitted wells with the addition of the new permitted RV well (No. 341042) to serve the proposed RV lodging. The new permitted well allows for a maximum of 108,600 gallons of water annually. The return flow from the use of this well will be through an individual wastewater disposal system (OWTS), thereby recharging the groundwater stores. The two springs will also continue to be utilized. Mills Spring is a 1952 water right, decreed in Case No. 87CW240 for 0.0334 cubic feet per second (c.f.s.) for 1 acre of irrigation, domestic uses, fire protection, and stock watering. Beard Spring is a 1987 water right, decreed in Case No. 87CW239 for 0.0223 c.f.s. for 1 acre of irrigation, domestic uses, fire protection, and stock watering. The well permits and water rights decree are located in Appendix K. The proposed Onsite Wastewater Treatment System (OWTS) serving the RV units will be designed to accommodate less than 2,000 gallons per day and will comply with Garfield County regulations. The Civil Engineering Plans are provided in Appendix I. 7.4. Natural Resources The Comprehensive Plan promotes the preservation and enhancement of wildlife habitat, native vegetation, riparian corridors, scenic resources, the night sky, and air and water quality. These natural resources contribute significant value to the tourism sector of the local economy. “Ensure that natural, scenic, ecological, and critical wildlife habitat resources are protected and/or impacts mitigated.” “Preserve natural drainage patterns so the cumulative impact of public and private land use activities will not cause storm drainage and floodwater patterns to exceed the capacity of natural or constructed drainage ways, or to subject other areas to an increased potential for damage due to flooding, erosion or sedimentation or result in pollution to streams, rivers or other natural bodies of water.” The majority of the property will remain in its current state, preserving valuable natural resources. The proposed RV area is 1.5 acres and only comprises 0.7% of the 218-acre property. The drainage plan has been designed to allow for proper infiltration and groundwater recharge. The proposed 7W Ranch | LIR Narrative Report 33 April 2026 land use is located on a topographic knoll, and will not impact drainageways, wetlands, floodplains, or cause pollution or sedimentation into waterbodies. The Operations Plan (Appendix G) requires best management practices for the protection of wildlife and wildlife habitat. [END] cEt Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com TYPEOF APPLICATION □Administrative Review [Z)Limited Impact Review 0Major Impact Review □Amendments to an Approved LUCP DuR □MIR DsuP □Minor Temporary Housing Facility Vacation of a County Road/Public ROW II !Location and Extent Review LJComprehensive Plan Amendmen ~ ~ Pipeline Development Oil & Gas Development LAND USE CHANGE PERMIT APPLICATION FORM D Development in 100-Year Floodplain l Development in 100-Year Floodplain Variance D Code Text Amendment D Rezoning Ozone District □PUD □PUD Amendment □Administrative Interpretation LJAppeal of Administrative Interpretation □Areas and Activities of State Interest □Accommodation Pursuant to Fair Housing Act JVariance __JOil & Gas Development Amendment 0Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: 7W Christian Ranch LLC Phone: ,97 o ) 470-0488 Mailing Address: 10807 New Allegiance Drive Suite 240 City: Colorado Springs State: CO Zip Code: 8092 1 E-mail: matte@7Wra nch. com Representative (Authorization Required) Name: Jon Fredericks, LANDWEST Phone: (970 ) 379-4155 Mailing Address: 345 Colorado Ave #106 City: Carbondale State: CO Zip Code: 81623 E-mail:jon@landwestcolorado .com PROJECT NAME AND LOCATION Project Name: 7WRanch Assessor's Parcel Number: 186328100118 Physical/StreetAddress: 3412 County Road 151 , Gypsum, CO 81637 L I D . ti" Section : 28 Tov.11sh ip: 3 Range : 87 A PARCEL OF LAND SIT UATE IN SECTIONS 21 , 22 & 28, SAID PARCEL BEING ega escrip on: MORE PARTICULARLY DESCRIBED AS THE SOUTH PARCEL PER FINAL PLAT OF 7-W RANCH RECEPT ION NO . 745515 , 218.254 ACRES Zone District Rural Property Size (acres): 218 .25 PROJECT DESCRIPTION Existing Use : The property has been operated as a commercial guest ranch slnce 1947 . The ranch consis ts of6 guest cabins, 2 employee residences (Single-Uni t + ADU), main din ing lodge , sta nd-a lone rec reation room , storage barn , ta ck barn , corrals , pond , large fi re pit patio , and a few small out buil dings . Proposed Use (From Use Table 3-403): New seas on al Lod!:jng Faciltties (9 ne w RV un it s). Description of Project: The propose d new uses include 9 self-contained RV uni ts which will be installed in fixed positions and serve d by a new permitte d well and a proposed OTWS. The proposed Lodging Fac ilit ies will be operated seasonally for four months each year betwee n Jun e 15th and October 15th . The proposed Operations Plan pro,,ides compre hensive regu lations for guest faciltties , operations, and special events . REQUEST FOR WAIVERS Submission Requirements II The App li can t requesting a Waiver of Submission Requirements per Section 4-2 02. List: Section: 4-203 .J Development Agreement Section: Section: 4-203.K Improvements Agreement Section: Waiver of Standards II The Applicant is requesting a Waiver of Standards per Section 4-118 . List: Section : 7-203 .C Protection ofWaterbodies 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. ~,.,r~ April 20 , 2026 Signature of ~rty Owner or Authorized Representative, Title Date OFFICIAL USE ONLY FileNumber: _______ _ Fee Paid:$ --------------- cEt Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com TYPEOF APPLICATION [l]Administrative Review Dlimited Impact Review 0Major Impact Review □Amendments to an Approved LUCP DuR □MIR DsuP □Minor Temporary Housing Facility Vacation of a County Road/Public ROW II !Location and Extent Review LJComprehensive Plan Amendmen ~ ~ Pipeline Development Oil & Gas Development LAND USE CHANGE PERMIT APPLICATION FORM D Development in 100-Year Floodplain l Development in 100-Year Floodplain Variance D Code Text Amendment D Rezoning Ozone District □PUD □PUD Amendment □Administrative Interpretation LJAppeal of Administrative Interpretation □Areas and Activities of State Interest □Accommodation Pursuant to Fair Housing Act JVariance __JOil & Gas Development Amendment 0Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: 7W Christian Ranch LLC Phone: ,97 o ) 470-0488 Mailing Address: 10807 New Allegiance Drive Suite 240 City: Colorado Springs State: CO Zip Code: 8092 1 E-mail: matte@7Wra nch. com Representative (Authorization Required) Name: Jon Fredericks, LANDWEST Phone: (970 ) 379-4155 Mailing Address: 345 Colorado Ave #106 City: Carbondale State: CO Zip Code: 81623 E-mail:jon@landwestcolorado .com PROJECT NAME AND LOCATION Project Name: 7WRanch Assessor's Parcel Number: 186328100118 Physical/StreetAddress: 3412 County Road 151 , Gypsum, CO 81637 L I D . ti" Section : 28 Tov.11sh ip: 3 Range : 87 A PARCEL OF LAND SITUATE IN SECTIONS 21 , 22 & 28 , SAID PARCEL BEING ega escrip on: MORE PARTICULARLY DESCRIBED AS THE SOUTH PARCEL PER FINAL PLAT OF 7-W RANCH RECEPT ION NO . 745515 , 218 .254 ACRES Zone District Rural Property Size (acres): 218 .25 PROJECT DESCRIPTION Existing Use : The property has been o perated as a commercial guest ranch slnce 1947 . The ranch consis ts of6 guest cabins, 2 employee residences (S ingl e-Uni t + A DU ), ma i n dining lodge , st and-a lone recreation room , storage barn , tack barn , corrals , pond , large fi re pi t patio , and a few small ou tbuil dings . Proposed Use (From Use Table 3-403): _c_om_m_u_ni_ty_M_e_e_tin_g_F_a_c_ili ty ________________ _ Description of Project: The ap plic ant is propo sing to hol d spec ial even ts as des crib ed in Op erati on s Pl an, Appe ndix G of the applic atio n. REQUEST FOR WAIVERS Submission Requirements □ The Appli cant re questin g a Wa iv er o f Submissio n Requi r emen ts per Section 4-2 0 2. Lis t: Se ction : Section: Section: Section: Waiver of Standards □ The Appli cant is requesting a Waiver of Standards per Se ction 4-118 . Li st: Se ction : Section: Se ction : 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. i,.,r~ April 20 , 2026 Signature o Property Owner or Authorized Representative, Title Date OFFICIAL USE ONLY FileNumber: _______ _ Fee Paid:$ -------------- IHI W,P.1rr.,wi,~~~r,H 1~111•~1~,i.,r~MMJL~llw. II Ill Receptjon~: 1013548 12/03/2025 04:06:27 PM Jacklyn K. Harmon 1 of 1 Rec Fee:$43,00 Doc Fee:0.00 GARFIELD COUNTY CO Le Garjiekl County STATEMENT Of AUTHORITY Pursuant to C.R,S. §38-30-172, the undersigned executes this Statement of Authority on behalf of 7W Chrl8tlan Ranch LLC a 6mfted llablllly company (corporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability llmited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property (the "Entity"), ·and states as follows: The name of the Entity is_1W_c_1v1s11_an_Ran_ch_LLC __________________ _, and is formed under the laws of_C_olo_ra_d_o __________________ _ The malling address for the Entity is 10807 New Al/egianc:e Drive Suite 240, Colorado Springs, Colorado 80921 The name and/or position of the person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the Entity Is ___________ _ John Muldar, Chief Operating Officer & Manager The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows (If no limitations, insert "None"): _N_on_e. _________ _ Other matters concerning the manner In which the Entity deals with any Interest· In real property are (If no other matter, leave this section blank): __________________ _ EXECUTED this 2~ of_h-'---,_v _____ __,, 20 zr-. S~ablre: ~~ Name. (printe'f,:~/;:t,ft!IL Title (if any): -I-6: STATE OF )SS. COUNTY OF_~_\_? &.-=e» .... O ____ __,l The foregoing Instrument was acknowledged before me this 2. 5 ~av of t-Jov ,crnb er . 20 'l,o by :(i.OQ\ \..'t)(l\e.. ,onbehalfof ;Cohn C. Mu.Id.or ,a too + \'t'\.o.nQ.~-c.:c Witness my hand and official seal. My commission expires: V>,.\ \ \:to'L[ (SEAL] '(Date) (Notary Public) TINALDALE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20204041833 MY COMMISSION EXPIRES DECEMBEIU, 2028 cE Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") __________ _ ..:.7..:.W-=----=C=h.:.:.r.:.::is=ti=a"-'n..:.R..:.:a=n.;.;;c:.:..h'-'L=L=-C=--_________________ agree as follows: 1. The Applicant has submitted to the County an application for the following Project: __ _ 7W Ranch -Limited Impact Review 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 ofthe costs involved in processing the api:;lication. 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: John Mulder Phone: ( 719 ) 447-4620 Billing contact Address: 10807 New Allegiance Drive, Suite 240 City: Colorado Springs state: CO Zip Code: _8_0_92_1 __ _ Billing contact Email: johnm@waterstone.org Printed Name of Person Authorized to Sign: _J_o_h_n_M_u_ld_e_r ____ . __________ _ JJ I 2-~J -;uiz_r /(Date ) ' November 19, 2025 7W Christian Ranch, LLC 10807 New Allegiance Drive, Suite 240 Colorado Springs, Colorado 80921 Philip Berry, Senior Planner Community Development Department Garfield County 108 8th Street, Suite 401 Glenwood Springs, Colorado 81631 RE: Letter of Authorization, 7W Christian Ranch LLC Dear Mr. Berry, The application for the 7W Ranch Limited Impact Review concerns the following Applicant and property owner: 7W Christian Ranch, LLC 10807 New Allegiance Drive Suite 240 Colorado Springs, Colorado 80921 (719} 447-4620 johnm@waterstone.org This letter grants Power of Attorney to LANDWEST Colorado, LLC via Mr. Jon Fredericks (the "Agent"} on behalf of 7W Christian Ranch, LLC (the "Applicant"}. LAN DWEST Colorado, LLC 345 Colorado Ave. #106 Carbondale, CO 81623 (970) 379-4155 jon@landwestcolorado.com Said Power of Attorney authorizes the Agent to submit a Limited Impact Review application and to represent the Applicant throughout the associated review process. Yours truly, 7W Christian Ranch, LLC By: ~ctUuJ;u, ~r . Joh~ Cc: Jon Fredericks, LANDWEST Colorado, LLC 345 COLORADO AVE. SUITE 106 | CARBONDALE, COLORADO 81623 | 970.379.4155 Page 1 of 1 April 20, 2026 Philip Berry, Senior Planner Community Development, Garfield County 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 RE: 7W Ranch – Title Insurance Policy Dear Philip, The current title insurance policy for Assessor’s Parcel No. 186328100118, owned by 7W Christian Ranch, LLC, was issued on August 30, 2024, by Old Republic National Title Insurance Company (Policy No. OY63021314.27394795). This letter confirms that no additional encumbrances have been recorded against the property since that date that would affect or bear upon the pending Limited Impact Review and Administrative Review land use applications. Sincerely, LANDWEST Jon Fredericks Principal LAND WEST PLANNING I LANDSCAPE ARCHITECTURE I DEVELOPMENT SERVICES Land Title Guarantee Company Date: October 03, 2024 Subject: Attached Title Policy 7W CHRISTIAN RANCH LLC, A COLORADO LIMITED LIABILITY COMPANY for 3412 COUNTY ROAD 151, GYPSUM, CO 81637 Enclosed please find the Owner's Title Insurance Policy for your purchase of the property listed above. This title policy is the final step in your real estate transaction, and we want to take a moment to remind you of its importance. Please review all information in this document carefully and be sure to safeguard this policy along with your other legal documents. Your owner's policy insures you as long as you own the property and requires no additional premium payments. Please feel free to contact any member of our staff if you have questions or concerns regarding your policy, or you may contact Land Title Policy Team at (303) 850-4158 or finals@ltgc.com As a Colorado-owned and operated title company for over 50 years, with offices throughout the state, we take pride in serving our customers one transaction at a time. We sincerely appreciate your business and welcome the opportunity to assist you with any future real estate needs. Not only will Land Title Guarantee Company be able to provide you with the title services quickly and professionally, but you may also be entitled to a discount on title premiums if you sell or refinance the property described in the enclosed policy. Thank you for giving us the opportunity to work with you on this transaction. We look forward to serving you again in the future. Sincerely, Land Title Guarantee Company ~ Land"Title llAN1 ct co..,.,rv..••n -'im1,967 - ALTA OWNERS POLICY OF TITLE INSURANCE Policy No.: OY63021314.27394795 This policy, when issued by the Company with a Policy Number and the Date of Policy, is valid even if this policy or any endorsement to this policy is issued electronically or lacks any signature. Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at the address shown in Condition 17. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Florida corporation, (the "Company"), insures, as of the Date of Policy and, to the extent stated in Covered Risks 9 and 10, after the Date of Policy, against loss or damage, not exceeding the Amount of Insurance, sustained or incurred by the Insured by reason of: 1. The Title being vested other than as stated in Schedule A. 2. Any defect in or lien or encumbrance on the title; Covered Risk 2 includes but is not limited to insurance against loss from a. a defect in the Title caused by b. the lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable, but unpaid. c. the effect on the Title of an encumbrance, violation, variation, adverse circumstance, boundary line overlap, or encroachment (including an encroachment of an improvement across the boundary lines of the Land), but only if the encumbrance, violation, variation, adverse circumstance, boundary line overlap, or encroachment would have been disclosed by an accurate and complete land title survey of the Land. 3. Unmarketable Title. 4. No right of access to and from the Land. 5. A violation or enforcement of a law, ordinance, permit, or governmental regulation (including those relating to building and zoning) but only to the extent of the violation or enforcement described by the enforcing governmental authority in an Enforcement Notice that identifies a restriction, regulation, or prohibition relating to: 6. An enforcement of a governmental forfeiture, police regulatory or national security power, but only to the extent of the enforcement described by the enforcing governmental authority in an Enforcement Notice. 7. An exercise of the power of eminent domain, but only to the extent: 8. An enforcement of a PACA-PSA Trust, but only to the extent of the enforcement described in an Enforcement Notice. 9. The Title being vested other than as stated in Schedule A, the Title being defective or the effect of a court order providing an alternative remedy. 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to the Date of Policy and prior to the recording of the deed or other instrument vesting the Title in the Public Records. DEFENSE OF COVERED CLAIMS The Company will also pay the costs, attorneys’ fees, and expenses incurred in defense of any matter insured against by this Policy but only to the extent provided in the Conditions. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Craig B. Rants, Senior Vice President Copyright 2021 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 forgery, fraud, undue influence, duress, incompetency, incapacity, or impersonation;(i) the failure of a person or Entity to have authorized a transfer or conveyance;(ii) a document affecting the Title not properly authorized, created, executed, witnessed, sealed, acknowledged, notarized, (including by remote online notarization), or delivered; (iii) a failure to perform those acts necessary to create a document by electronic means authorized by law;(iv) a document executed under a falsified, expired, or otherwise invalid power of attorney;(v) a document not properly filed, recorded, or indexed in the Public Records, including the failure to have performed those acts by electronic means authorized by law;(vi) a defective judicial or administrative proceeding; or(vii) the repudiation of an electronic signature by a person that executed a document because the electronic signature on the document was not valid under applicable electronic transactions law (viii) the occupancy, use or enjoyment of the Land;(a) the character, dimensions, or location of an improvement on the Land;(b) the subdivision of the Land; or(c) environmental remediation or protection on the Land.(d) of the exercise described in an Enforcement Notice; or(a) the taking occurred and is binding on a purchaser for value without knowledge.(b) resulting from avoidance, in whole or in part of any transfer of all or any part of the Title to the Land or any interest in the Land occurring prior to the transaction vesting the Title because that prior transfer constituted a: l. fraudulent conveyance, fraudulent transfer or preferential tranfer under federal bankruptcy, state insolvency, or similar state or federal creditors' rights law; or ii. voidable transfer under the Uniform Voidable Transactions Act; or (a) because the instrument vesting the Title constitutes a preferential transfer under federal bankruptcy, state insolvency, or similar state or federal creditors’ rights law by reason of the failure i. to timely record the instrument vesting the Title in the Public Records after execution and delivery of the instrument to the Insured; or ii. of the recording of the instrument vesting the Title in the Public Records to impart notice of its existence to a purchaser for value or to a judgment or lien creditor. (b) ¥- ~· * * ~ • * * .. * ~ -1( * ... AMER ICAN LAND TITLE ASSOCIATION Copyright 2021 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. EXCLUSIONS FROM COVERAGE The following matters are excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) that restricts, regulates, prohibits, or relates to: (b) any governmental forfeiture, police, regulatory, or national security power. (c) the effect of violation or enforcement of any matter excluded under Exclusion 1.a or 1.b. Exclusion 1 does not modify or limit the coverage provided under Covered Risk 5 or 6. 2. Any power of eminent domain. Exclusion 2 does not modify or limit the coverage provided under Covered Risk 7. 3. Any defect, lien, encumbrance, adverse claim, or other matter: 4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights law, that the transaction vesting the Title as shown in Schedule A is a: 5. Any claim of a PACA-PSA Trust, Exclusion 5 does not modify or limit the coverage provided under Covered Risk 8. 6. Any lien on the Title for real estate taxes or assessments imposed or collected by a governmental authority that becomes due and payable after the Date of Policy. Exclusion 6 does not modify or limit the coverage provided under Covered Risk 2.b. 7. Any discrepancy in the quantity of the area, square footage, or acreage of the Land or of any improvement to the Land. the occupancy, use, or enjoyment of the Land;(i) the character, dimensions, or location of any improvement on the Land;(ii) the subdivision of land; or(iii) environmental remediation or protection.(iv) created, suffered, assumed, or agreed to by the Insured Claimant;-(a) not Known to the Company, not recorded in the Public Records at the Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy;- (b) resulting in no loss or damage to the Insured Claimant;(c) attaching or created subsequent to the Date of Policy (Exclusion 3.d. does not modify or limit the coverage provided under Covered Risk 9 or 10); or(d) resulting in loss or damage that would not have been sustained if consideration sufficient to qualify the Insured named in Schedule A as a bona fide purchaser had been given for the Title at the Date of Policy. (e) fraudulent conveyance or fraudulent transfer;(a) voidable transfer under the Uniform Voidable Transactions Act; or(b) preferential transfer;(c) to the extent the instrument of transfer vesting the Title as shown in Schedule A is not a transfer made as a contemporaneous exchange for new value; or (i) for any other reason not stated in Covered Risk 9.b.(ii) AMERICAN LAND TITLE ASSOCIATION CONDITIONS 1.DEFINITION OF TERMS In this policy, the following terms have the meanings given to them below. Any defined term includes both the singular and the plural, as the context requires: (i) that is wholly owned by the Insured; (ii) that wholly owns the Insured; or (iii) if that Entity and the Insured are both wholly owned by the same person or entity. 2. CONTINUATION OF COVERAGE This policy continues as of the Date of Policy in favor of an Insured, so long as the Insured: Except as provided in Condition 2, this policy terminates and ceases to have any further force or effect after the Insured conveys the Title. This policy does not continue in force or effect in favor of any person or entity that is not the Insured and acquires the Title or an obligation secured by a purchase money Mortgage given to the Insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured must notify the Company promptly in writing if the Insured has Knowledge of: 4. PROOF OF LOSS The Company may, at its option, require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the defect, lien, encumbrance, adverse claim, or other matter insured against by this policy that constitutes the basis of loss or damage and must state, to the extent possible, the basis of calculating the amount of the loss or damage. 5. DEFENSE AND PROSECUTION OF ACTIONS “Affiliate”: An Entity:(a) “Amount of Insurance”: The Amount of Insurance stated in Schedule A, as may be increased by Condition 8.d.; decreased by Condition 10 or 11; or increased or decreased by endorsements to this policy. (b) “Date of Policy”: The “Date of Policy” stated in Schedule A.(c) Discriminatory Covenant”: Any covenant, condition, restriction, or limitation that is unenforceable under applicable law because it illegally discriminates against a class of individuals based on personal characteristics such as race, color, religion, sex, sexual orientation, gender identity, familial status, disability, national origin, or other legally protected class. (d) “Enforcement Notice”: A document recorded in the Public Records that describes any part of the Land and: (i) is issued by a governmental agency that identifies a violation or enforcement of a law, ordinance, permit, or governmental regulation; (ii) is issued by a holder of the power of eminent domain or a governmental agency that identifies the exercise of a governmental power; or (iii) asserts a right to enforce a PACA-PSA Trust. (e) “Entity”: A corporation, partnership, trust, limited liability company, or other entity authorized by law to own title to real property in the State where the Land is located. (f) “Insured":(g) (a)The Insured named in Item 1 of Schedule A. ; (b)the successor to the Title of an Insured by operation of law as distinguished from purchase, including heirs, devisees, survivors, personal representatives, or next of kin; (c)the successor to the Title of an Insured resulting from dissolution, merger, consolidation, distribution, or reorganization; (d)the successor to the Title of an Insured resulting from its conversion to another kind of Entity; or; (e)the grantee of an Insured under a deed or other instrument transferring the Title if the grantee is: (1). an Affiliate; (2). a trustee or beneficiary of a trust created by a written instrument established for estate planning purposes by an Insured; (3). a spouse who receives the Title because of a dissolution of marriage; (4). a transferee by a transfer effective on the death of an Insured as authorized by law; or (5). another Insured named in item 1 of Schedule A. (i) The Company reserves all rights and defenses as to any successor or grantee that the Company would have had against any predecessor Insured.(ii) “Insured Claimant”: An Insured claiming loss or damage arising under this policy(c) "Knowledge" or "Known": Actual knowledge or actual notice, but not constructive notice imparted by the Public Records.(d) "Land": The land described in Item 4 of Schedule A, and improvements located on that land at the Date of Policy that by State law constitute real property.- The term "Land" does not include any property beyond that described in Schedule A, nor any right, title, interest, estate, or easement in any abutting street, road, avenue, alley, lane, right-of-way, body of water, or waterway, but does not modify or limit the extent that a right of access to and from the Land is insured by this policy. (e) "Mortgage": A mortgage, deed of trust, trust deed, security deed, or other real property security instrument, including one evidenced by electronic means authorized by law. (f) “PACA-PSA Trust”: A trust under the federal Perishable Agricultural Commodities Act or the federal Packers and Stockyards Act or a similar State or federal law. (g) “Public Records": The recording or filing system established under State statutes in effect at the Date of Policy under which a document must be recorded or filed to impart constructive notice of matters relating to the TItle to purchaser for value without Knowledge. The term "Public Records" does not include any other recording or filing system, including any pertaining to environmental remediation or protection, planning, permitting, zoning, licensing, building, health, public, safety, or national security matters. (h) "State": The state or commonwealth of the United States within whose exterior boundaries the Land is located. The term “State” also includes the District of Columbia, the Commonwealth of Puerto Rico, the U.S. Virgin Islands, and Guam. (i) “Title”: The estate or interest in the Land identified in Item 2 of Schedule A.-(j) “Unmarketable Title”: The Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee of the Title, a lender on the Title, or a prospective purchaser of the Insured Mortgage to be released from the obligation to purchase, lease, or lend if there is a contractual condition requiring the delivery of marketable title. (k) retains an estate or interest in the Land;(a) owns an obligation secured by a purchase money Mortgage given by a purchaser from the Insured, or;(b) has liability warranties given by the Insured in any transfer or conveyance of the Insured's TItle.(c) any litigation or other matter for which the Company may be liable under this policy; or(a) any rejection of the TItle as Unmarketable Title. If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company’s liability to the Insured Claimant under this policy is reduced to the extent of the prejudice. (b) Upon written request by the Insured, and subject to the options contained in Condition 7 of these Conditions, the Company, at its own cost and without unreasonable delay, will provide for the defense of an Insured in litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company has the right to select counsel of its (a) 6. DUTY OF INSURED CLAIMANT TO COOPERATE 7. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY In case of a claim under this policy, the Company has the following additional options: Upon the exercise by the Company of either option provided for in Condition 7.b., the Company’s liability and obligations to the Insured under this policy for the claimed loss or damage, terminate, including any obligation to defend, prosecute, or continue any litigation. 8. CONTRACT OF INDEMNITY; DETERMINATION AND EXTENT OF LIABILITY This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by an Insured Claimant who has suffered loss or damage by reason of matters insured against by this policy. This policy is not an abstract of the Title, report of the condition of the Title, legal opinion, opinion of the Title, or other representation of the status of the Title. All claims asserted under this policy are based in contract and are restricted to the terms and provisions of this policy. The Company is not liable for any claim alleging negligence or negligent misrepresentation arising from or in connection with this policy or the determination of the insurability of the Title. 9. LIMITATION OF LIABILITY all as insured. The Company may do so by any method, including litigation and the completion of any appeals. 10. REDUCTION OR TERMINATION OF INSURANCE choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those covered causes of action. The Company is not liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs, or expenses incurred by the Insured in the defense of any cause of action that alleges matters not insured against by this policy. The Company has the right, in addition to the options contained in Condition 7, the Company, at its own cost, to institute and prosecute any action or proceeding or to do any other act that, in its opinion, may be necessary or desirable to establish the Title or the lien of the Insured Mortgage, as insured, or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the terms of this policy, whether or not it is liable to the Insured. The Company’s exercise of these rights is not an admission of liability or waiver of any provision of this policy. If the Company exercises its rights under Condition 5.b., it must do so diligently. (b) When the Company brings an action or asserts a defense as required or permitted by this policy, the Company may pursue the litigation to a final determination by a court having jurisdiction. The Company reserves the right, in its sole discretion, to appeal any adverse judgment or order. (c) When this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals, the Insured will secure to the Company the right to prosecute or provide defense in the action or proceeding, including the right to use, at its option, the name of the Insured for this purpose. When requested by the Company, the Insured, at the Company's expense, must give the Company all reasonable aid in: If the Company is prejudiced by any failure of the Insured to furnish the required cooperation, the Company’s liability and obligations to the Insured under this policy terminate, including any obligation to defend, prosecute, or continue any litigation, regarding the matter requiring such cooperation. (a) securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement; and(i) any other lawful act that in the opinion of the Company may be necessary or desirable to establish the Title, the lien of the Insured Mortgage, or any other matter, as insured. (ii) The Company may reasonably require the Insured Claimant to submit to examination under oath by any authorized representative of the Company and to produce for examination, inspection, and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, in whatever medium maintained, including books, ledgers, checks, memoranda, correspondence, reports, e-mails, disks, tapes, and videos, whether bearing a date before or after the Date of Policy, that reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Insured Claimant must grant its permission, in writing, for any authorized representative of the Company to examine, inspect, and copy all the records in the custody or control of a third party that reasonably pertain to the loss or damage. No information designated in writing as confidential by the Insured Claimant provided to the Company pursuant to Condition 6 will be later disclosed to others unless, in the reasonable judgment of the Company, disclosure is necessary in the administration of the claim or required by law. Any failure of the Insured Claimant to submit for examination under oath, produce any reasonably requested information, or grant permission to secure reasonably necessary information from third parties as required in Condition 6.b., unless prohibited by law, terminates any liability of the Company under this policy as to that claim. (b) To Pay or Tender Payment of the Amount of Insurance or to Purchase the Indebtedness. To pay or tender payment of the Amount of Insurance under this policy. In addition, the Company will pay any costs, attorneys’ fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment or tender of payment and that the Company is obligated to pay. Upon the exercise by the Company of this option provided for in Condition 7.a., the Company’s liability and obligations to the Insured under this policy terminate, including any obligation to defend, prosecute, or continue any litigation. (a) To Pay or Otherwise Settle with Parties other than the Insured or the Insured Claimant(b) To pay or otherwise settle with parties other than the Insured for or in the name of the Insured Claimant. In addition, the Company will pay any costs, attorneys' fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay; or (i) To pay or otherwise settle with the Insured Claimant the loss or damage provided for under this policy. In addition, the Company will pay any costs, attorneys’ fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay. (ii) The extent of liability of the Company for loss or damage under this policy does not exceed the lessor of : i. the Amount of Insurance; ii. the difference between the fair market value of the Title, as insured, and the fair market value of the Title subject to the matter insured against by this policy,; or (a) Except as provided in Condition 8.c. or 8.d., the fair market value of the Title in Condition 8.a.ii. is calculated using the date the Insured discovers the defect, lien, encumbrance, adverse claim, or other matter insured against by this policy. (b) If, at the Date of Policy, the Title to all of the Land is void by reason of a matter insured against by this policy, then the Insured Claimant may, by written notice given to the Company, elect to use the Date of Policy as the date for calculating the fair market value of the Title in Condition 8.a.ii. (c) If the Company pursues its rights under Condition 5 b. and is unsuccessful in establishing the Title, as insured; i. the Amount of Insurance will be increased by 15%; and ii. the Insured Claimant may, by written notice given to the Company, elect, as an alternative to the dates set forth in Condition 8.b. or if it applies, 8.c., to use either the date the settlement, action, proceeding, or other act described in Condition 5.b. is concluded or the date the notice of claim required by Condition 3 is received by the Company as the date for calculating the fair market value of Title in Condition 8.a.ii. (d) In addition to the extent of liability for loss or damage under Conditions 8.a. and 8.d., the Company will also pay the costs, attorneys’ fees, and expenses incurred in accordance with Conditions 5 and 7. (e) The Company fully performs its obligations and is not liable for any loss or damage caused to the Insured if the Company accomplishes any of the following in a reasonable manner: i. removes the alleged defect, lien, encumbrance, adverse claim, or other matter; ii. cures the lack of a right of access to and from the Land; or iii. cures the claim of Unmarketable Title,; or (a) The Company is not liable for loss or damage arising out of any litigation, including litigation by the Company or with the Company’s consent, until a final, non- appealable determination adverse to the Title or to the lien of the Insured Mortgage. (b) The Company is not liable for loss or damage to the Insured for liability voluntarily assumed by the Insured in settling any claim or suit without the prior written consent of the Company. (c) An Insured Claimant must own the Indebtedness or have acquired the Title at the time that a claim under this policy is paid.(d) The Company is not liable for the content of the Transaction Identification Data, if any.(e) All payments under this policy, except payments made for costs, attorneys’ fees, and expenses, shall reduce the Amount of Insurance by the amount of the payment. 11. LIABILITY NONCUMULATIVE The Amount of Insurance will be reduced by any amount the Company pays under any policy insuring a Mortgage to which exception is taken in Schedule B or to which the Insured has agreed, assumed, or taken subject, or which is executed by an Insured after the Date of Policy and which is a charge or lien on the Title, and the amount so paid will be deemed a payment to the Insured under this policy. 12. PAYMENT OF LOSS When liability and the extent of loss or damage are determined in accordance with the Conditions, the Company will pay the loss or damage within 30 days. 13. COMPANY'S RECOVERY AND SUBROGATION RIGHTS UPON SETTLEMENT AND PAYMENT 14. POLICY ENTIRE CONTRACT 15. SEVERABILITY In the event any provision of this policy will be deemed not to include that provision or the part held to be invalid, all other provisions will remain in full force and effect. 16. CHOICE OF LAW; AND CHOICE OF FORUM 17. NOTICES Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at: 400 Second Avenue South, Minneapolis, Minnesota 55401 (612)371-1111. 18. CLASS ACTION ALL CLAIMS AND DISPUTES ARISING OUT OF OR RELATING TO THIS POLICY, INCLUDING ANY SERVICE OR OTHER MATTER IN CONNECTION WITH ISSUING THIS POLICY, ANY BREACH OF A POLICY PROVISION, OR ANY OTHER CLAIM OR DISPUTE ARISING OUT OF OR RELATING TO THE TRANSACTION GIVING RISE TO THIS POLICY, MUST BE BROUGHT IN AN INDIVIDUAL CAPACITY. NO PARTY MAY SERVE AS PLAINTIFF, CLASS MEMBER, OR PARTICIPANT IN ANY CLASS, REPRESENTATIVE, OR PRIVATE ATTORNEY GENERAL PROCEEDING. 19. ARBITRATION If the Company settles and pays a claim under this policy, it is subrogated and entitled to the rights and remedies of the Insured Claimant in the Title and all other rights and remedies in respect to the claim that the Insured Claimant has against any person, entity, or property to the fullest extent permitted by law, but limited to the amount of any loss, costs, attorneys’ fees, and expenses paid by the Company. If requested by the Company, the Insured Claimant must execute documents to transfer these rights and remedies to the Company. The Insured Claimant permits the Company to sue, compromise, or settle in the name of the Insured Claimant and to use the name of the Insured Claimant in any transaction or litigation involving these rights and remedies. (a) If a payment on account of a claim does not fully cover the loss of the Insured Claimant, the Company defers the exercise of its subrogation right to recover until after the Insured Claimant fully recovers its loss. (b) The Company’s subrogation right includes the Insured’s rights to indemnity, guaranty, warranty, insurance policy, or bond, despite any provision in those instruments that addresses recovery or subrogation rights. (c) This policy together with all endorsements, if any, issued by the Company is the entire policy and contract between the Insured and the Company. In interpreting any provision of this policy, this policy will be construed as a whole. This policy and any endorsement to this policy may be evidenced by electronic means authorized by law. (a) Any amendment of this policy must be by a written endorsement issued by the Company. To the extent any term or provision of an endorsement is inconsistent with any term or provision of this policy, the term or provision of the endorsement controls. Unless the endorsement expressly states, it does not: i. modify any prior endorsement, ii. extend the Date of Policy, iii. insure against loss or damage exceeding the Amount of Insurance, or iv. increase the Amount of Insurance. (b) Choice of Law The Company has underwritten the risks covered by this policy and determined the premium charged in reliance upon the State law affecting interests in real property and the State law applicable to the interpretation, rights, remedies, or enforcement of policies of title insurance of the State where the Land is located. The State law of the State where the Land is located, or to the extent it controls, federal law, will determine the validity of claims against the Title and the interpretation and enforcement of the terms of this policy, without regard to conflicts of law principles to determine the applicable law. (a) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be filed only in a State or federal court having jurisdiction. (b) All claims and disputes arising out of or relating to this policy, including any service or other matter in connection with issuing this policy, any breach of a policy provision, or any other claim or dispute arising out of or relating to the transaction giving rise to this policy, may be resolved by arbitration. If the Amount of Insurance is $2,000,000 or less, any claim or dispute may be submitted to binding arbitration at the election of either the Company or the Insured. If the Amount of Insurance is greater than $2,000,000, any claim or dispute may be submitted to binding arbitration only when agreed to by both the Company and the Insured. Arbitration must be conducted pursuant to the Title Insurance Arbitration Rules of the American Land Title Association (“ALTA Rules”). The ALTA Rules are available online at www.alta.org/arbitration. The ALTA Rules incorporate, as appropriate to a particular dispute, the Consumer Arbitration Rules and Commercial Arbitration Rules of the American Arbitration Association (“AAA Rules”). The AAA Rules are available online at www.adr.org. (a) ALL CLAIMS AND DISPUTES MUST BE BROUGHT IN AN INDIVIDUAL CAPACITY. NO PARTY MAY SERVE AS PLAINTIFF, CLASS MEMBER, OR PARTICIPANT IN ANY CLASS, REPRESENTATIVE, OR PRIVATE ATTORNEY GENERAL PROCEEDING IN ANY ARBITRATION GOVERNED BY CONDITION 19. The arbitrator does not have authority to conduct any class action arbitration, private attorney general arbitration, or arbitration involving joint or consolidated claims under any circumstance. (b) If there is a final judicial determination that a request for particular relief cannot be arbitrated in accordance with this Condition 19, then only that request for particular relief may be brought in court. All other requests for relief remain subject to this Condition 19. (c) Fees will be allocated in accordance with the applicable AAA Rules. The results of arbitration will be binding upon the parties. The arbitrator may consider, but is not bound by, rulings in prior arbitrations involving different parties. The arbitrator is bound by rulings in prior arbitrations involving the same parties to the extent required by law. The arbitrator must issue a written decision sufficient to explain the findings and conclusions on which the award is based. Judgment upon the award rendered by the arbitrator may be entered in any State or federal court having jurisdiction. (d) Copyright 2021 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. AMERICAN LAND TITLE ASSOCIATION Order Number: ABS63021314 Policy Number: OY63021314.27394795 Amount of Insurance: $4,500,000.00 Property Address: 3412 COUNTY ROAD 151, GYPSUM, CO 81637 Date of Policy: August 30, 2024 at 5:00 P.M. 1. The Insured is: 7W CHRISTIAN RANCH LLC, A COLORADO LIMITED LIABILITY COMPANY 2. The estate or interest in the Land insured by this policy is: FEE SIMPLE 3. The Title is vested in: 7W CHRISTIAN RANCH LLC, A COLORADO LIMITED LIABILITY COMPANY 4. The Land is described as follows: THE NE1/4 SECTION 28, AND PART OF THE S1/2 SE1/4 SECTION 21, TOWNSHIP 3 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPLE MERIDIAN, AND PART OF THE PERRY RESULTING PARCEL, OF THE PERRY/ROBERTS BOUNDARY LINE ADJUSTMENT PLAT, ACCORDING TO THE MAP THEREOF, RECORDED IN THE OFFICE OF THE CLERK AND RECORDER, GARFIELD COUNTY, COLORADO, DESCRIBED AS A WHOLE AS FOLLOWS: BEGINNING AT THE NE CORNER SAID SECTION 28, THENCE, ALONG THE EAST LINE OF SAID NE1/4 SECTION 28, S 01°53'58" E 2752.96 FEET, TO THE E1/4 SECTION 28; THENCE, ALONG THE SOUTH LINE OF SAID NE1/4 SECTION 28, N 89°35'41" W 2693.76 FEET, TO THE C1/4 SECTION 28; THENCE, ALONG THE WEST LINE OF SAID NE1/4 SECTION 28, N 00°20'36" W 2729. 57 FEET, TO THE N1/4 CORNER SECTION 28; THENCE ALONG THE WEST LINE OF THE SAID S1/2 SE1/4 SECTION 21, N 00°18'53" E 809.71 FEET; THENCE, DEPARTING SAID WEST LINE N 89°53'55" E 1028.53 FEET; THENCE S 80°25'18" E 852.32 FEET TO THE NORTHWESTERLY EDGE OF A THIRTY FOOT WIDE ACCESS EASEMENT, RECORDED AS RECEPTION NOS. 341704 AND 453014; THENCE THE FOLLOWING 12 COURSES ALONG SAID WESTERLY EDGE OF EASEMENT: 1) N 54°54'50" E 561.93 FEET; 2) N 46°37'11" E 213.60 FEET; 3) N 36°23'47" E 191.53 FEET; 4)N 45°49'11" E 211.28 FEET; Old Republic National Title Insurance Company Schedule A 5) N 29°55'39" E 242.58 FEET; 6) N 11°15'30" E 183.64 FEET; 7) N 22°47'35" E 178.02 FEET; 8) N 12°05'14" E 42.07 FEET; 9)N 07°02'30" W 36.22 FEET; 10) N 28°16'15" W 86.07 FEET; 11) N 06°31'16" W 37.29 FEET; 12) N 28°59'33" E 44.01 FEET TO THE NORTHERLY LINE OF SAID PERRY RESULTING PARCEL; THENCE THE FOLLOWING TWO COURSES ALONG SAID NORTHERLY LINE: 1) 65.90 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 420.00 FEET, A CENTRAL ANGLE OF 8°59'22", AND A CHORD THAT BEARS S 82°01'42" E 65.83 FEET; 2) 26.32 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 148.83 FEET, A CENTRAL ANGLE OF 10°08'03", AND A CHORD THAT BEARS S 81°27'21" E 26.29 FEET TO THE NORTHEASTERLY CORNER OF SAID PERRY RESULTING PARCEL; THENCE THE FOLLOWING 12 COURSES ALONG THE EASTERLY LINE OF PERRY RESULTING PARCEL: 1) S 67°10'18" W 58.38 FEET; 2) S 28°59'33" W 14.90 FEET; 3) S06°31'16" E 11.68 FEET; 4) S 28°16'15" E 85.84 FEET; 5) S 07°02'30" E 54.02 FEET; 6) S 12°05'14" W 55.18 FEET; 7) S 22°47'35" W 177.66 FEET; 8) S 11°15'30" W 186.81 FEET; 9) S 29°55'39" W 257.98 FEET; 10) S 45°48'41" W 214.13 FEET; 11) S 36°23'47" W 3.22 FEET; 12) S 00°52'24" W 1255.08 FEET TO THE POINT OF BEGINNING, COUNTY OF GARFIELD, STATE OF COLORADO. ALSO KNOWN AS: SOUTH PARCEL, 7W RANCH, ACCORDING TO THE PLAT THEREOF, RECORDED MARCH 27, 2008 UNDER RECEPTION NO. 745515. COUNTY OF GARFIELD, STATE OF COLORADO. Copyright 2021 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. Old Republic National Title Insurance Company Schedule A AMERICAN LAND TITLE ASSOCIATION Some historical land records contain Discriminatory Covenants that are illegal and unenforceable by law. This policy treats any Discriminatory Covenant in a document referenced in Schedule B as if each Discriminatory Covenant is redacted, repudiated, removed, and not republished or recirculated. Only the remaining provisions of the document will be excepted from coverage. This policy does not insure against loss or damage, and the Company will not pay costs, attorneys' fees, or expenses resulting from the terms and conditions of any lease or easement identified in Schedule A and the following matters: 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. (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. ITEM NOS. 1 THROUGH 3 OF THE STANDARD EXCEPTIONS ARE HEREBY DELETED. ITEM 4 OF THE PRE-PRINTED EXCEPTIONS IS DELETED AS TO ANY LIENS OR FUTURE LIENS RESULTING FROM WORK OR MATERIAL FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF 7W GUEST RANCH, LLC, A COLORADO LIMITED LIABILITY COMPANY . OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS ARISING FROM WORK OR MATERIAL FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF 7W CHRISTIAN RANCH LLC, A COLORADO LIMITED LIABILITY COMPANY. 6. 2024 TAXES AND ASSESSMENTS NOT YET DUE OR PAYABLE. 7. EXISTING LEASES AND TENANCIES. 8. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 23, 1920 AT RECEPTION NO. 71608 and RECORDED FEBRUARY 23, 1923 AT RECEPTION NO. 81838 9. RIGHT OF WAY GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION AS DESCRIBED IN INSTRUMENT RECORDED SEPTEMBER 17, 1971 IN BOOK 422 AT PAGE 560 UNDER RECEPTION NO. 251098. 10. RIGHT OF WAY GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION AS DESCRIBED IN INSTRUMENT RECORDED OCTOBER 19, 1971 IN BOOK 423 AT PAGE 518. 11. RIGHT OF WAY EASEMENT GRANTED TO EAGLE VALLEY TELEPHONE COMPANY RECORDED OCTOBER 21, 1977 IN BOOK 501 AT PAGE 958. 12. TERMS, CONDITIONS AND PROVISIONS OF EASEMENT DEED RECORDED MAY 31, 1983 IN BOOK 626 AT PAGE 478. 13. TERMS, CONDITIONS AND PROVISIONS OF BOUNDARY AGREEMENT RECORDED SEPTEMBER 24, 1996 IN BOOK 993 AT PAGE 344. 14. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 2004-42 RECORDED MAY 11, 2004 IN BOOK 1587 AT PAGE 92. 15. TERMS, CONDITIONS AND PROVISIONS OF SPECIAL USE PERMIT RECORDED MAY 11, 2004 IN BOOK 1587 AT PAGE 96. Old Republic National Title Insurance Company (Schedule B) Order Number: ABS63021314 Policy No.: OY63021314.27394795 16. EASEMENTS, RIGHTS OF WAY AND ALL MATTERS SHOWN ON THE PERRY/ROBERTS BOUNDARY LINE ADJUSTMENT PLAT RECORDED OCTOBER 25, 2004 UNDER RECEPTION NO. 662321. 17. TERMS, CONDITIONS AND PROVISIONS OF AFFIDAVIT RECORDED OCTOBER 29, 2004 IN BOOK 1635 AT PAGE 193. 18. TERMS, CONDITIONS AND PROVISIONS OF ORDER OF INCLUSION RECORDED MAY 20, 2005 AT RECEPTION NO. 674591. 19. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF 7-W PLAT RECORDED MARCH 27, 2008 UNDER RECEPTION NO. 745515 20. TERMS, CONDITIONS AND PROVISIONS OF AFFDAVIT RE: BOUNDARY LINE ADJUSTMENT RECORDED MARCH 27, 2008 UNDER RECEPTION NO. 745514. 21. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ACCESS EASEMENT RECORDED APRIL 02, 2008 UNDER RECEPTION NO. 745889. 22. ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS SHOWN ON ALTA/NSPS LAND TITLE SURVEY CERTIFIED JULY 29, 2024 PREPARED BY ARCHIBEQUE LAND CONSULTING, LTD., JOB #13191_ALTA 7W RANCH SAID DOCUMENT STORED AS OUR IMAGE 69150779 A: EXCEPTION FOR RIGHT OF CLAIM OR DISCREPENCY OF FENCE WHICH IS NOT COINCIDENT WITH THE PROPERTY LINES. B: EXCEPTION FOR RIGHT OF UTILITY FOR OVERHEAD ELECTRIC LINE WITHOUT THE BENEFIT OF A RECORDED EASEMENT. Old Republic National Title Insurance Company (Schedule B) Order Number: ABS63021314 Policy No.: OY63021314.27394795 Parcel Physical Address Owner Account Num Mailing Address 186321400098 3500 151 COUNTY RD GYPSUM TESTWUIDE, PAUL ANDERSEN & JANET MARIE R007545 BOX 25 VAIL, CO 81658 186321400117 3410 151 COUNTY RD GYPSUM FLAT TOPS GATEWAY LLC R045114 PO BOX 2042 EAGLE, CO 81631 186322300092 2500 151 COUNTY RD GYPSUM ROCKING STAR RANCH LLC R300134 56 EDWARDS VILLAGE BLVD, SUITE 124, 3000-341 EDWARDS, CO 81632 186327200121 Not available GYPSUM GREEN, SCOTT & CAPPIE R083007 600 COTTONWOOD PASS GYPSUM, CO 81637 186327200122 Not available GYPSUM BROWN CO LAND LLC R083008 PO BOX 6579 DENVER, CO 80206 186328100118 3412 151 COUNTY RD GYPSUM 7W CHRISTIAN RANCH LLC R045115 10807 NEW ALLEGIANCE DRIVE STE 240 COLORADO SPRINGS, CO 80921 186328400119 3450 151 COUNTY RD GYPSUM BROWN CO LAND LLC R083005 1530 16TH STTREET SUITE #500 DENVER, CO 80202 186720200951 3517 150 COUNTY RD GYPSUM WHITE RIVER NATIONAL FOREST R083582 PO BOX 948 GLENWOOD SPRINGS, CO 81602 7W Christian Ranch Adjacent Property Owners HERBERT S. KLEIN PC* hsk@kceclaw.com 101 SOUTH MILL STREET LANCE R. COTÉ, PC** (Ret) cote@kceclaw.com SUITE 200 JOSEPH E. EDWARDS, III, PC jee@kceclaw.com ASPEN, COLORADO 81611 KENNETH E. CITRON, PC*** kcitron@kceclaw.com TELEPHONE: (970) 925-8700 JOHN H. KENEALLY**** jkeneally@kceclaw.com www.kceclaw.com *also admitted in Hawaii **also admitted in California ***also admitted in New York and Massachusetts ****also admitted in New York Sender’s Direct: (970) 925-8702 January 29, 2026 Glenn Hartmann Philip Berry Garfield County Community Development Department 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 Re: 3412 County Road 151, Gypsum, CO 81637 (the “Property”) Dear Glenn and Philip: This firm represents 7W Christian Ranch LLC, a Colorado limited liability company, the owner of the Property as further described in the deed recorded August 29, 2024, as Reception No. 999577 of the Garfield County Records. This letter is intended to provide to you a certification that mineral owners and reservations have been researched for the Property in accordance with C.R.S. § 24-65.5-101, et seq, and Section 4-101 (E)(1)(b)(4) of the Garfield County Land Use and Development Code, as amended. We outline our research and findings below. We have reviewed the Title Insurance Commitment provided by Old Republic National Title Insurance Company, Commitment No. ABS63021314 in order to determine whether there were any severed mineral interests associated with the Property. Based on our review, there are no mineral reservations that impact the Property. In other words, the current owner owns all mineral rights associated with the Property. Please let me know if you have any questions or need any additional information. Very truly yours, KLEIN COTÉ EDWARDS CITRON LLC By: ________________________________ Joseph E. Edwards, III Cc: Jon Fredericks ~ KLEIN COTE EDWARDS CITRON LLC ETC ATTORNEYS CERTIFICATION OF MINERAL OWNER RESEARCH This form is to be completed and submitted with any application for a Land Use Change Permit. Mineral interests may be severed from surface right interests in real property. C.R.S. § 24-65.5-101, et seq, requires notification to mineral owners when a landowner applies for an application for development from a local government. As such, the landowner must research the current owners of mineral interests for the property. The Garfield County Land Use and Development Code of 2013 (“LUDC”) Section 4-101(E)(1)(b)(4) requires written notice to owners of mineral interests in the subject property in accordance with C.R.S. § 24-65.5-101, et seq, “as such owners can be identified through the records in the office of the Clerk and Recorder or Assessor, or through other means.” This form is proof of applicant’s compliance with the Colorado Revised Statutes and the LUDC. The undersigned applicant certifies that mineral owners have been researched for the subject property as required pursuant to C.R.S. § 24-65.5-101, et seq, and Section 4-101 (E)(1)(b)(4) of the Garfield County Land Use and Development Code, as amended. As a result of that research, the undersigned applicant certifies the following (Please initial on the blank line next to the statement that accurately reflects the result of research): I own the entire mineral estate relative to the subject property; or Minerals are owned by the parties listed below The names and addresses of any and all mineral owners identified are provided below (attach additional pages as necessary): Name of Mineral Owner Mailing Address of Mineral Owner I acknowledge I reviewed C.R.S. § 24-65.5-101, et seq, and I am in compliance with said statue and the LUDC. _____________________________________________ Applicant’s Signature January 29, 2026 Date 7W Christian Ranch LLC (see letter dated January 29, 2026 from Joseph E. Edwards, III) 10807 New Allegiance Drive Suite 240, Colorado Springs, Colorado 80921 X (on behalf of 7W Christian Ranch LLC) cG Garfield County 7W RANCH Vicinity Map Garfield County Parcel No. 186328100118 3412 METES and BOUNDS Parcel Part of Section 21, T3S, R87W, 6th P.M. South Parcel 218.254 acres Parcel 1 Windance Ranch BURKE, SHANNON & MARCY, RODNEY Parcel 3 Windance Ranch GREEN, SCOTT & CAPPIE Parcel 4 Windance Ranch NISONOFF, URSULA & LAURENCE Part of Section 22, T3S, R87W, 6th P.M. Rocking Star Ranch LLC North Parcel FLAT TOPS GATEWAY LLC U.S.F.S 1 INCH = 300 FEET 150 0 300 300 600 1200 ALTA/NSPS LAND TITLE SURVEY METES and BOUNDS PARCEL Located in Sections 21, 22, & 28, T3S, R87W, 6th P.M. County of Eagle, State of Colorado © Copyright 2024 AD | ARCHIBEQUE LAND CONSULTING, Ltd. | All rights reserved, including all Trademarks & Copyrights and all other intellectual property rights in the contents hereof & all land surveys, certificates and/or related documents created, drafted, scribed or stamped by this firm. The certificates, maps, plats, surveys, exhibits and any other contents herein are not to be copied, reproduced, printed, published, posted, displayed, incorporated, stored in or scanned into a retrieval system or database, transmitted, broadcast, bartered or sold, in whole or in part without the prior express written permission of the sole author, who is, unless otherwise denoted, Theodore Jacob Archibeque. Unauthorized duplication, transfer to another party, or future use by any individual or firm who is, or is not certified to herein is strictly prohibited and is an infringement of National and International Copyright laws. | (CSR) Colorado Statutory Certification (Board Rule 6.2.2) Contents herein: i) have been performed by the professional land surveyor or under the professional land surveyor in responsible charge ii) Are based upon the professional land surveyor's knowledge, information and belief iii) Are in accordance with applicable standards of practice iv) Are not a guaranty or warranty, either expressed or implied 21 07-29-2024 13191_ ALTA 7W RANCH.dwg SHEET OF DRAWING NAME:DRAWN BY: TJA1 SWB SHEET OF DRAWING NAME:DRAWN BY: CHECKED BY:DATE: Archibeque Land Consulting, Ltd ~ Professional Land Surveying & Mapping ~ 970.471.0302 Office INFO@PROLANDSURVEY.COM Theodore J. Archibeque PLS 37902 Colorado Professional Land Surveyor NOTES: 1) Posted Street Address: 3412 County Road 151 2) Improvements and apparent deed line locations are based upon monuments, or other boundary evidence, found during the time the fieldwork was performed. Professional field notes where used in the production of the document. Legal description record easements, setbacks, and record deed lines were derived from the hereon referenced Final Plat of 7-W Ranch and Land Title commitment order number ABS63021314. Pertaining to said commitment Schedule B2 the following items affect subject lot and are shown where able: 10.RIGHT OF WAY GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION AS DESCRIBED IN INSTRUMENT RECORDED SEPTEMBER 17, 1971 IN BOOK 422 AT PAGE 560 UNDER RECEPTION NO. 251098. (AFFECTS SUBJECT PROPERTY - SHOWN HEREON) 11. RIGHT OF WAY GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION AS DESCRIBED IN INSTRUMENT RECORDED OCTOBER 19, 1971 IN BOOK 423 AT PAGE 518. (AFFECTS SUBJECT PROPERTY - SHOWN HEREON) 12. RIGHT OF WAY EASEMENT GRANTED TO EAGLE VALLEY TELEPHONE COMPANY RECORDED OCTOBER 21, 1977 IN BOOK 501 AT PAGE 958. (AFFECTS SUBJECT PROPERTY - SHOWN HEREON) 13. TERMS, CONDITIONS AND PROVISIONS OF EASEMENT DEED RECORDED MAY 31, 1983 IN BOOK 626 AT PAGE 478. (AFFECTS SUBJECT PROPERTY - SUPERSEDED BY FINAL PLAT OF 7W) 14. TERMS, CONDITIONS AND PROVISIONS OF SPECIAL WARRANTY DEED RECORDED SEPTEMBER 27, 1993 AT RECEPTION NO. 453014. (AFFECTS SUBJECT PROPERTY - SUPERSEDED BY FINAL PLAT OF 7W) 15. TERMS, CONDITIONS AND PROVISIONS OF QUIT CLAIM DEED RECORDED FEBRUARY 22, 1994 IN BOOK 893 AT PAGE 430 AND 432. (AFFECTS SUBJECT PROPERTY - SUPERSEDED BY FINAL PLAT OF 7W) 16. TERMS, CONDITIONS AND PROVISIONS OF BOUNDARY AGREEMENT RECORDED SEPTEMBER 24, 1996 IN BOOK 993 AT PAGE 344. (AFFECTS SUBJECT PROPERTY - SHOWN HEREON) 17. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 95-045 RECORDED JUNE 06, 1995 AT RECEPTION NO. 479042. (ITEM DELETED) 18. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 2004-42 RECORDED MAY 11, 2004 IN BOOK 1587 AT PAGE 92. (AFFECTS SUBJECT PROPERTY - BLANKET IN NATURE) 19. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 2005-24 RECORDED FEBRUARY 16, 2005 AT RECEPTION NO. 668722. (ITEM DELETED) 20. TERMS, CONDITIONS AND PROVISIONS OF SPECIAL USE PERMIT RECORDED MAY 11, 2004 IN BOOK 1587 AT PAGE 96. (AFFECTS SUBJECT PROPERTY - BLANKET IN NATURE) 21. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION OF ACCESS EASEMENT RECORDED AUGUST 8, 2002 UNDER RECEPTION NO. 614706, AND AMENDMENT THERETO RECORDED NOVEMBER 15, 2002 AT RECEPTION NO. 614706. (ITEM DELETED) 22.EASEMENTS, RIGHTS OF WAY AND ALL MATTERS SHOWN ON THE PERRY/ROBERTS BOUNDARY LINE ADJUSTMENT PLAT RECORDED OCTOBER 25, 2004 UNDER RECEPTION NO. 662321. (AFFECTS SUBJECT PROPERTY - SUPERSEDED BY FINAL PLAT OF 7W) 23.TERMS, CONDITIONS AND PROVISIONS OF AFFIDAVIT RECORDED OCTOBER 29, 2004 IN BOOK 1635 AT PAGE 193. (AFFECTS SUBJECT PROPERTY - SUPERSEDED BY FINAL PLAT OF 7W) 24.TERMS, CONDITIONS AND PROVISIONS OF ORDER OF INCLUSION RECORDED MAY 20, 2005 AT RECEPTION NO. 674591. (AFFECTS SUBJECT PROPERTY - BLANKET IN NATURE) 25.TERMS, CONDITIONS AND PROVISIONS OF QUIT CLAIM RECORDED MARCH 27, 2008 AT RECEPTION NO. 745513. (ITEM DELETED) 26.EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF 7-W PLAT RECORDED MARCH 27, 2008 UNDER RECEPTION NO. 745515 (AFFECTS SUBJECT PROPERTY - SHOWN HEREON) 27.TERMS, CONDITIONS AND PROVISIONS OF AFFIDAVIT RE: BOUNDARY LINE ADJUSTMENT RECORDED MARCH 27, 2008 UNDER RECEPTION NO. 745514. (AFFECTS SUBJECT PROPERTY - SUPERSEDED BY FINAL PLAT OF 7W) 28.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ACCESS EASEMENT RECORDED APRIL 02, 2008 UNDER RECEPTION NO. 745889. (AFFECTS SUBJECT PROPERTY - SHOWN HEREON) 7-29-2024 ALTA NOTES: 1) The Subject Property has Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the surveyed property, unless already marked or referenced by existing monuments or witnesses in close proximity to the corner. 2) The Subject Property has Address(es) of the surveyed property if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork. 3) Flood zone mapping does not exist for this property. 4) Gross land area (and other areas if specified by the client), are depicted on this map 6a) Zoning information was not provided to the surveyor. 6b) Zoning information was not provided to the surveyor. 16) At the time of the surveyor’s field work at the Subject Property, the surveyor observed no evidence of recent earth moving work, building construction or building additions on the Subject Property. 21) Fences & other improvement locations were derived from fieldwork in July 2024 SURVEYOR'S CERTIFICATE To: WATERSTONE REAL ESTATE FOUNDATION, INC., a Colorado nonprofit corporaƟon and limited liability company. AƩenƟon: KEN HARRISON, PRESIDENT & JOHN MULDER and 7W GUEST RANCH, LLC AƩenƟon: MARK J WILHELM as an addiƟonal cerƟficaƟon party: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes items 1, 2, 3, 4, 6(a), 6(b), 7(a) and 16 of Table A thereof. Certain Table A items may be listed herein, but were not defined by client and are not included hereon. Fieldwork completed in July 2024. LEGAL DESCRIPTION: THE NE1/4 SECTION 28, AND PART OF THE S1/2 SE1/4 SECTION 21 & A PORTION OF SECTION 22, TOWNSHIP 3 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPLE MERIDIAN, AND PART OF THE PERRY RESULTING PARCEL OF THE PERRY/ROBERTS BOUNDARY LINE ADJUSTMENT PLAT, ACCORDING TO THE MAP THEREOF RECORDED IN THE OFFICE OF THE CLERK AND RECORDER, GARFIELD COUNTY, COLORADO, DESCRIBED AS A WHOLE AS FOLLOWS: BEGINNING AT THE NE CORNER SAID SECTION 28, THENCE, ALONG THE EAST LINE OF SAID NE1/4 SECTION 28, S 01°53'58" E 2752.96 FEET TO THE E1/4 SECTION 28; THENCE, ALONG THE SOUTH LINE OF SAID NE1/4 SECTION 28, N 89°35'41" W 2693.76 FEET TO THE C1/4 SECTION 28; THENCE, ALONG THE WEST LINE OF SAID NE1/4 SECTION 28, N 00°20'36" W 2729. 57 FEET TO THE N1/4 CORNER SECTION 28; THENCE ALONG THE WEST LINE OF THE SAID S1/2 SE1/4 SECTION 21, N 00°18'53" E 809.71 FEET; THENCE, DEPARTING SAID WEST LINE N 89°53'55" E 1028.53 FEET; THENCE S 80°25'18" E 852.32 FEET TO THE NORTHWESTERLY EDGE OF A THIRTY FOOT WIDE ACCESS EASEMENT RECORDED AS RECEPTION NOS. 341704 AND 453014; THENCE THE FOLLOWING 12 COURSES ALONG SAID WESTERLY EDGE OF EASEMENT: 1) N 54°54'50" E 561.93 FEET; 2) N 46°37'11" E 213.60 FEET; 3) N 36°23'47" E 191.53 FEET; 4)N 45°49'11" E 211.28 FEET; 5) N 29°55'39" E 242.58 FEET; 6) N 11°15'30" E 183.64 FEET; 7) N 22°47'35" E 178.02 FEET; 8) N 12°05'14" E 42.07 FEET; 9)N 07°02'30" W 36.22 FEET; 10) N 28°16'15" W 86.07 FEET; 11) N 06°31'16" W 37.29 FEET; 12) N 28°59'33" E 44.01 FEET TO THE NORTHERLY LINE OF SAID PERRY RESULTING PARCEL; THENCE THE FOLLOWING TWO COURSES ALONG SAID NORTHERLY LINE 1) 65.90 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 420.00 FEET, A CENTRAL ANGLE OF 8°59'22", AND A CHORD THAT BEARS S 82°01'42" E 65.83 FEET; 2) 26.32 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 148.83 FEET, A CENTRAL ANGLE OF 10°08'03", AND A CHORD THAT BEARS S 81°27'21" E 26.29 FEET TO THE NORTHEASTERLY CORNER OF SAID PERRY RESULTING PARCEL; THENCE THE FOLLOWING 12 COURSES ALONG THE EASTERLY LINE OF PERRY RESULTING PARCEL 1) S 67°10'18" W 58.38 FEET 2) S 28°59'33" W 14.90 FEET; 3) S06°31'16" E 11.68 FEET; 4) S 28°16'15" E 85.84 FEET; 5) S 07°02'30" E 54.02 FEET; 6) S 12°05'14" W 55.18 FEET; 7) S 22°47'35" W 177.66 FEET; 8) S 11°15'30" W 186.81 FEET; 9) S 29°55'39" W 257.98 FEET; 10) S 45°48'41" W 214.13 FEET; 11) S 36°23'47" W 3.22 FEET; 12) S 00°52'24" W 1255.08 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO ALSO KNOWN AS: SOUTH PARCEL 7W RANCH ACCORDING TO THE PLAT THEREOF RECORDED MARCH 27, 2008 UNDER RECEPTION NO. 745515. COUNTY OF GARFIELD STATE OF COLORADO NOTES (CONTINUED): 3) Date of Field Work: July 2024 4) This Improvement Survey Plat Certificate was prepared for the exclusive use of those parties certified to herein, and is valid only if print has original seal and signature of surveyor. 5) Lineal Units of the U.S. Survey Foot were used herein. ALTA/NSPS LAND TITLE SURVEY METES and BOUNDS PARCEL Located in Sections 21, 22 & 28, T3S, R87W, 6th P.M. County of Eagle, State of Colorado FOUND SURVEY MONUMENT 1.25" ALUMINUM CAP ON No. 5 REBAR STAMPED PLS 26598 f:: c,; 0 "' ;,, "' 00 b 0 1 / 4 COR. SEC. 21 /28 2 FOUND SURVEY MONUMENT 2.5" BRASS CAP GLD ON 1" IRON PIPE \ .,._ z 0 0 ,s; 0 ci q " -...J " "' "' '-! ·55'01" E 997. 99' BARBED WIRE FENCE DERIVED FROM FIELD SURVEY ,1=•<=1 C) L7. L VARIABLE LOCATION L15 15' WIDE TELEPHONE m RIGHT-OF-WAY EASEMENT L18 BK. 501 PG. 958 L19 L20 30' WIDE ACCESS EASEMENT RECEPTION NO. 745889 FOUND SURVEY MONUMENT l,r.K---1• YELLOW PLASTIC CAP ON DE OVERHEAD ASEMENT (TYP) 23, PG. 518 ~ 22, PG. 560~ -- BOUNDARY FENCE AGREEMENT BK. 993. PG 344 No. 5 REBAR STAMPED PLS 19598 (TYPICAL) SECTION CORNER S21 S22 S28 S27 FOUND SURVEY MONUMENT 2.5" BRASS CAP GLD ON 1" IRON PIPE I X I X I !(......__ C1/4 COR. SEC. 28 X -X -1/4 COR. SEC. 28 / SEC. 27 F~-~~~ ;~i~~:~NA~M~~T ~-+--------------N-8-9-·3-5""•4::1::":.w.11..=26;;;9;;;3"'. 1"'5~' .X...===~----"~----~ FO~Ni-1Yi.'~Y c~~N~~~NT 3/4" ALUMINUM PIPE STAMPED ON 1" IRON PIPE PLS 19598 ARC L NGTH TANG NT CHOR B A ING CHO D L NGTH 65.89' 33.02' N 82"01'42" W 65.83' 26.32 13.20 N 81'27 21 W 26.29 LINE B ARING DISTANC L1 N 54'54 50 E 561.93 L2 N 46'3711 E 213.60 L3 S 36'23 47 w 191.53 L4 N 45'49 11 E 211.28 LS S 29'55' 39• W 242.58' L6 S 11 '15'30" W 183.64' L7 S 22'47 35 w 178.02 LB S 12"0514 w 42.07 L9 N 07'02'30" W 36.22' L10 S 28'1615 E 86.07' L11 N 06 '3116 w 37.29 L12 S 28'59 33 w 44.01 L13 S 67'1018 w 58.38' L14 S 28'59'33" W 14.90' L15 S 06'3116 E 11.68 L16 N 28'1615" W 85,84 L17 S 07'02 30 E 54.02 L18 S 12'0514" W 55.18 L19 N 22'47'35 E 177.66' L20 S 11 '15'30" W 186.81 L21 S 29'55 39 w 257.98 L22 S 45'48'41 w 214.13 L23 S 36'23 47 w 3.22 © Copyright 2024 AD | ARCHIBEQUE LAND CONSULTING, Ltd. | All rights reserved, including all Trademarks & Copyrights and all other intellectual property rights in the contents hereof & all land surveys, certificates and/or related documents created, drafted, scribed or stamped by this firm. The certificates, maps, plats, surveys, exhibits and any other contents herein are not to be copied, reproduced, printed, published, posted, displayed, incorporated, stored in or scanned into a retrieval system or database, transmitted, broadcast, bartered or sold, in whole or in part without the prior express written permission of the sole author, who is, unless otherwise denoted, Theodore Jacob Archibeque. Unauthorized duplication, transfer to another party, or future use by any individual or firm who is, or is not certified to herein is strictly prohibited and is an infringement of National and International Copyright laws. | (CSR) Colorado Statutory Certification (Board Rule 6.2.2) Contents herein: i) have been performed by the professional land surveyor or under the professional land surveyor in responsible charge ii) Are based upon the professional land surveyor's knowledge, information and belief iii) Are in accordance with applicable standards of practice iv) Are not a guaranty or warranty, either expressed or implied SHEET OF DRAWN BY: 1 INCH = 50 FEET 25 0 50 50 100 200 2 07-29-2024 13191_ ALTA 7W RANCH.dwgDRAWING NAME: TJA2 SWB DRAWING NAME: CHECKED BY:DATE: ALTA/NSPS LAND TITLE SURVEY METES and BOUNDS PARCEL Located in Sections 21, 22 & 28, T3S, R87W, 6th P.M. County of Eagle, State of Colorado ALTA/NSPS LAND TITLE SURVEY METES and BOUNDS PARCEL Located in Sections 21, 22, & 28, T3S, R87W, 6th P.M. County of Eagle, State of Colorado N O R T H 100 4002000Overall Site Plan April 20, 2026 7W Ranch STORAGE BARN COUNTY R O A D 1 5 1 A (LAKE CRE E K R D . ) DINING LODGE EMPLOYEE MODULAR HOUSE (ADU) RECREATION ROOM GUEST CABIN #6 GUEST CABIN #1 TACK BARN/ STABLE UTILITY SHED GUEST CABIN #2 GUEST CABIN #3 GUEST CABIN #4 GUEST CABIN #5 SPRING SHED HOT TUB/ DECK FIRE RING AREA PICNIC AREA RILAN D C R E E K EX. TWO-TRACK ROAD RILAND C R E E K MILLS SPRING Case No. 87CW240, 0.0334 c.f.s (15 gpm) MANAGER'S HOUSE WELL PERMIT NO. 166915 BEARD SPRING Case No. 87CW239, 0.0223 c.f.s. (10 gpm) AP P R O X . W A T E R L I N E W MONITORING WELL PERMIT NO. 289432 AP P R O X . W A T E R L I N E F O U R C R E E K D I T C H F O U R C R E E K D I T C H METES & BOUNDS PARCEL PART OF SECTION 21, T3S, R87W, 6th P.M. SOUTH PARCEL 218.254 ACRES 3412 CR 151 FOU R C R E E K D I T C H RIL A N D C R E E K (5) PROPOSED RV SITES PROPOSED 12' WIDE GRAVEL LOOP ROAD PARCEL 3 WINDANCE RANCH GREEN, SCOTT & CAPPIE PARCEL 4 WINDANCE RANCH BROWN CO LAND LLC PART OF SECTION 22, T3S, R87W, 6TH P.M. ROCKING STAR RANCH LLC NORTH PARCEL FLAT TOPS GATEWAY LLC U.S.F.S. PARCEL 1 WINDANCE RANCH BROWN CO LAND LLC (4) PROPOSED RV SITES RV WELL PERMIT NO. 341042 ASPEN/ MIXED FOREST 7W POND PROPOSED GUEST PARKING ASPEN/ MIXED FOREST ASPEN/ MIXED FOREST ASPEN/ MIXED FOREST ASPEN GROVE ASPEN GROVE COUN T Y R O A D 1 5 1 (SWEE T W A T E R C O W C A M P R D . ) W W PATIO & FIRE PIT ENTRANCE DRIVEWAY ' ' I - - - ---___ y _ __, ___ ,__ ------¥------¥ I >! I ' ' , __ .. -·-- ' ' ' ' ' ' ·, ' I I -;<- I I I I * I I I ' ,, ' ' ' ' ' ' \ ' ' I I I I I I I I I I I I 0 ---------0--------- 0 I I I I I ' I ' '· I './ I' \ I I I I I \, I \ \ I \ I I I \ I I I i ' X -r -----~-----X ----- - _..___ - - ---' --+---... --- ' X I I I< ~ I -/ I \ fX I \ I I >< I ;,< I X I X \ k I -~•I - - ---.- - - -"""'--X---1- LAND WEST & DESIGN STORAGE BARN DINING LODGEMODULAR HOUSE (ADU) RECREATION ROOM GUEST CABIN #6 TACK BARN UTILITY SHED GUEST CABIN #2 GUEST CABIN #3 GUEST CABIN #4 GUEST CABIN #5 SPRING SHED HOT TUB/ DECK FIRE RING AREA PICNIC AREA RILAN D C R E E K EX. TWO-TRACK ROAD MILLS SPRING Case No. 87CW240, 0.0334 c.f.s (15 gpm) MANAGER'S HOUSE (SINGLE-FAMILY DWELLING)WELL PERMIT NO. 166915 RV WELL PERMIT NO. 341042 W ASSUMED WETLANDS ASSUMED WETLANDS 35' WETLAND SETBACK 35' WETLAND SETBACK S C O S C O S C O S C O S C O S C O S C O S C O 7W POND ISDS No. 1507 ISDS No. 2248 ISDS No. 1534 ISDS No. 3828 OWTS No. 9315 W GUEST CABIN #1 AP P R O X . W A T E R L I N E PATIO & FIRE PIT ENTRANCE DRIVEWAY DRIVEWAY 20' ELECTRIC POWER LINE EASEMENT (TYP.) 20' ELECTRIC POWER LINE EASEMENT (TYP.) 20' ELECTRIC POWER LINE EASEMENT (TYP.) EXISTING HISTORICAL RANCH ROAD (132 LINEAR FT. NON-CONFORMING TO WATERBODY SETBACK, LUDC 7-203.) SHEET Designed: Drawn: Checked by: 345 Colorado Ave. #106, Carbondale, Colorado 81623 970.379.4155 www.landwestcolorado.com Land Planning | Development Services NORTH 7W R A N C H 34 1 2 C o u n t y R o a d 1 5 1 , G y p s u m , C O 8 1 6 3 7 Ex i s t i n g C o n d i t i o n s P l a n 1 Existing Conditions Plan JF JF MC 4.20.26 0 50 100 Scale: 1"=50' 25 -----/ ' I \ I \ \ ,:,; I \ I ' / ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / , 0 D --"-----" / )i, '\ / ,,, ~ I I I I I I I I I // \ / ' / ----a I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I -:J -..._ ..._ ------------ ------------' I ,__ I _/ I. r I . ------ I I cf □ / I Existing Structures _./ ,,., / __.. .-- / / / / / / /· / / ,". I / / Assessor's Data / / /. / / . I i \ I I ( \ / / \ \ \ I J / / Structure Use Max . Sleeping Occupancy Square Feet Bedrooms Bathrooms Manager's House Employee Single-Family Dwelling 2625 3 2.5 4 Modular House Employee Accessory Dwel Ii ng Unit 1162 2 1 3 Main Dining Lodge Kitchen & Dining 1980 0 1.25 n/a Recreation Room Recreation/ Game Room 399 0 0 n/a Storage 8.i rn Storage, Workshop 3528 0 0.5 n/a Tack Barn Storage, Tack, Sta b le 426 0 0 n/a Guest Cabin #1 Guest Accommodation 510 1 0.75 4 Guest cabin #2 Guest Accommodation 286 1 0.75 2 Guest Cabin #3 Guest Accommodation 250 1 0.75 2 Guest Cabin #4 Guest Accommodation 286 1 0.75 2 Guest Cabin #5 Guest Accommodation 498 1 0 .75 4 Guest Cabin #6 Guest Accommodation 286 1 0 .75 2 I I / Existing Water Supply Systems Structure Accommodat ion Type Manager's House Emp l oyee Total Persons : Structure Accommodat i on Type Main Lodge None Recreation Room (no water In structure) Modular Ho use Emp loyee Storage Barn None Guest Cabin tn Guest Guest Cabin #2 Guest Gue.s.t Cabin #3 Guest Gues.t Cabin #4 Guest Gues.t Cabin #5 Guest Gues.t Cabin #6 Guest Total Persons : Existing Onsite Wastewater Treatment Systems Persons/ Occupancy Water Suppfy 4 DWR Wei I Perm it No 1 66915 4 Persons/ Occupancy Water Supply 0 0 3 0 4 BEARD SPRING Case No. 87CW239 and 2 Ml LlS SPRING Case No. 87CW240 2 2 4 2 19 ISOS/OWTS Perm it No. Build ing Facilitie s Occupancy GPO per GPO Person Guest Cabin #4 1 bath r oom, no kitchen 2 25 so ISDS No. 1507 Guest Cabin #S 1 ba th r oom, no kitchen 4 25 100 Subtotal ISOS No. 1507: 150 Din i ng Lodge kitchen, bathroom, no accommodations Emp loyee Modula r House 2 BR ADU Total syslem design of 1928 ISDS No.1534 1,928 GPO per Permi t Guest Cabin #6 1 bath r oom, no kitchen Subtotal ISOS No. 1534: 1928 Guest Cabin #1 1 bathroom, no kitchen 4 25 100 Guest Cabin #2 1 bath r oom, no kitchen 2 25 so ISDS No. 2248 Guest Cabin #3 1 bath r oom, no kitchen 2 25 so Su btotal 1S0S No. 2248: 200 Storage Barn 1/2 bath 6 15 90 ISDS No. 3828 Subtotal IS0S No. 3828: 90 Manager's House 3 BR single-family home Total system design of 450 OWTS No. 9315 450 GPO per Perm i t. Subtotal OWTS No. 9315: 450 Total Exi sting Systems GPO: I 2818 WEST W (5) PROPOSED RV SITES RV WELL PERMIT NO. 341042 UTILITY POLE (4) PROPOSED RV SITES EX. TACK BARN EX. SHED GRASS PARKING AREAS FOR SPECIAL EVENTS GRASS PARKING FOR SPECIAL EVENTS (PARALLEL) 20' ELECTRIC POWER LINE EASEMENT (TYP.) 20' ELECTRIC POWER LINE EASEMENT (TYP.) ENTRANCE DRIVEWAY MAIN DINING LODGE CABIN 1 CABIN 2 CABIN 3 CABIN 4 CABIN 5 CABIN 6 STAFF MODULAR HOUSE REC ROOM 7W POND ASPEN GROVE 20' ELECTRIC POWER LINE EASEMENT (TYP.) LAWN AREA EX. GRAVEL ROAD GRAVEL ROAD EX. GRAVEL ROAD 10' x 20' PARKING SPACES EXISTING HISTORIC RANCH ROAD (132 LINEAR FT. NON-CONFORMING TO WATERBODY SETBACK, LUDC 7-203.) 12' 6 346 16' 26' GUEST PARKING (19 SP.) R50' WALKING PATH (TYP.) ASSUMED WETLANDS ASSUMED WETLANDS 35' WETLAND SETBACK 35' WETLAND SETBACK WALKING PATH (TYP.) 12 12' 20' 10 GRASS PARKING AREA FOR SPECIAL EVENTS R50' 16'12' 12' 17 16 20' 20' 26' SPRING SHED HOT TUB DECK EX. ROAD DRIVEWAY TO STORAGE BARN PATIO & FIRE PIT SPECIAL EVENTS TENT AREA SPECIAL EVENTS PORTABLE SANITATION UNITS SHEET Designed: Drawn: Checked by: 345 Colorado Ave. #106, Carbondale, Colorado 81623 970.379.4155 www.landwestcolorado.com Land Planning | Development Services NORTH 7W R A N C H 34 1 2 C o u n t y R o a d 1 5 1 , G y p s u m , C O 8 1 6 3 7 Pr o p o s e d S i t e P l a n 2 Proposed Site Plan JF JF MC 4.20.26 0 30 60 Scale: 1"=30' 15 0 ------...... .,,. '' .,,. ' / ' / \ I \ I \ I / \ I \ / \ / ' / ', _.,. ...... ______ _ ,___ ' ---"--- I I I I I I I I I I I I I I I I I • I I I I I o~ I I I I 0 □ D D / \ \ I ,\ \,\ \ ,____.- ,\ \\ ., \ \ \ \1 \\ ', I \ I I \--- I I i, I I 'ii I , I I i, I ' I I I I I I I 1'01 I I I I I I I I I I I I I I I I 11 I ; I I 'I I I I I i I I : ' ' !I I • ! I I ! I r' ! 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Operations Plan 7W Ranch 3412 County Road 151, Gypsum, CO 81637 April 20, 2026 Prepared By: 345 Colorado Ave. #106 Carbondale, CO 81623 www.landwestcolorado.com .WEST Operations Plan 2 7W Ranch TABLE OF CONTENTS 1. OVERVIEW & PURPOSE ................................................................................................................................. 3 1.1. 7W RANCH OVERVIEW ................................................................................................................................ 3 1.2. PURPOSE OF THIS OPERATIONS PLAN............................................................................................................... 3 1.3. ENFORCEMENT .......................................................................................................................................... 3 2. LAND USE ...................................................................................................................................................... 4 2.1. ALLOWED LAND USES .................................................................................................................................. 4 2.2. LODGING & EMPLOYEE ACCOMMODATIONS ..................................................................................................... 4 2.3. SEASONS OF USE ........................................................................................................................................ 5 2.4 SPECIAL EVENTS ......................................................................................................................................... 6 3. WATER SUPPLY SYSTEMS .............................................................................................................................. 7 4. WILDLIFE PROTECTION .................................................................................................................................. 8 4.1. LIGHTING ................................................................................................................................................. 8 4.2. FENCING .................................................................................................................................................. 8 4.3. REVEGETATION .......................................................................................................................................... 8 4.4. DOMESTIC DOGS ........................................................................................................................................ 8 4.5. DOMESTIC CATS ......................................................................................................................................... 8 4.6. BEARS ..................................................................................................................................................... 8 5. DEFINITIONS .................................................................................................................................................. 9 6. OPERATIONS PLAN EXECUTION ................................................................................................................... 10 Operations Plan 3 7W Ranch 1. Overview & Purpose 1.1. 7W Ranch Overview The 7W Ranch is recognized as being the second oldest established guest ranch in Colorado, having been in operation since approximately 1923. The 7W Ranch provides guest accommodation, dining service in a central lodge facility, employee housing, and recreational opportunities on the property. The 7W Ranch parcel is located at 3412 County Road 151, Gypsum, CO 81637 and contains approximately 218 acres. 1.2. Purpose of this Operations Plan This Operations Plan is intended to recognize and allow the continuation of the historical uses of the property, while allowing for certain additional land uses related to an expansion of guest facilities and operations. The primary purpose of this Operations Plan is to set forth a comprehensive framework of standards, restrictions and regulations which govern land uses on the property. This Operations Plan supersedes the Garfield County Land Use and Development Code (LUDC ) with site specific regulations that are more appropriate to the goals and objectives for the property. This Operations Plan is authorized pursuant to Garfield County Resolution No. ______________ approving the Limited Impact Review for 7W Ranch. 1.3. Enforcement This Operations Plan shall supersede and replace in its entirety the Special Use Permit approved by Resolution No. 95-045 and Recorded at Reception No. 479042 (Book 943, Page 174) in the office of the Clerk and Recorder of Garfield County. The provisions of this Operations Plan are enforceable by the authority and powers of Garfield County. Enforcement action shall be consistent with the authority and actions defined in the Garfield County Land Use and Development Code. All provisions of this Operations Plan shall run in favor of the owners of the 7W Ranch property to the extent expressly provided in this Operations Plan and in accordance with its terms and conditions. Where this Operations Plan is silent, the specific provisions of the LUDC, as may be amended from time to time, shall prevail. Operations Plan 4 7W Ranch 2. Land Use 2.1. Allowed Land Uses The following are land uses allowed on the property. 2.1.1. Single Unit Dwelling for existing Manager’s House, as allowed as a Use By Right in the Rural Zone District. 2.1.2. Accessory Dwelling Unit for existing Modular House, as allowed as a Use By Right in the Rural Zone District. 2.1.3. Lodging Facilities, as approved by Limited Impact Review. 2.1.4. Accessory Buildings or Structures, as allowed as a Use By Right in the Rural Zone District. 2.1.5. Other uses as allowed as Use-By-Right within the Rural Zone District in accordance with the Land Use and Development Code. 2.2. Lodging & Employee Accommodations The property shall be allowed the following employee housing and Lodging Facilities: Structure Accommodation Type Max. Sleeping Occupancy Status as of this writing Manager’s House Employee 4 Existing structure Dining Lodge None 0 Existing structure Recreation Room None 0 Existing structure Modular House Employee 3 Existing structure Guest Cabin #1 Guest 4 Existing structure Guest Cabin #2 Guest 2 Existing structure Guest Cabin #3 Guest 2 Existing structure Guest Cabin #4 Guest 2 Existing structure Guest Cabin #5 Guest 4 Existing structure Guest Cabin #6 Guest 2 Existing structure RV #1 Guest 2-3 per RV unit (Total shall not exceed 24 at any time.) Future unit RV #2 Guest Future unit RV #3 Guest Future unit RV #4 Guest Future unit RV #5 Guest Future unit RV #6 Guest Future unit RV #7 Guest Future unit RV #8 Guest Future unit RV #9 Guest Future unit Max. Occupancy: 47 Operations Plan 5 7W Ranch 2.3. Seasons of Use Two periods of use shall be observed for the employee housing and Lodging Facilities as described below. 2.3.1. Summer Season The Summer Season shall be described as occurring from June 15th through October 15th of each calendar year. 2.3.2. Year Round Year Round shall be described as occurring from January 1st through December 31st of each calendar year. 2.3.3. Seasonal Use Allocations The following table specifies the allowed Seasons of Use for each facility: Structure Accommodation Type Season of Use Manager’s House Employee Year Round Dining Lodge N/A Year Round Recreation Room N/A Year Round Modular House Employee Year Round Guest Cabin #1 Guest Year Round Guest Cabin #2 Guest Year Round Guest Cabin #3 Guest Year Round Guest Cabin #4 Guest Year Round Guest Cabin #5 Guest Year Round Guest Cabin #6 Guest Year Round RV #1 Guest Summer Season RV #2 Guest Summer Season RV #3 Guest Summer Season RV #4 Guest Summer Season RV #5 Guest Summer Season RV #6 Guest Summer Season RV #7 Guest Summer Season RV #8 Guest Summer Season RV #9 Guest Summer Season Operations Plan 6 7W Ranch 2.4 Special Events Special Events (as defined in Section 5) are allowed on the property pursuant to the following terms: 2.3.4. Shall be limited to the Summer Season, with not more than six (6) Special Events in any single calendar year. 2.3.5. Shall be limited to one hundred fifty (150) persons, including any staff and/or vendors, per each Special Event. 2.3.6. Sanitation. Shall be provided at a ratio of one (1) portable toilet per each forty (40) persons attending each Special Event, with any fractional requirement rounded up to the next whole number. 2.3.7. Water. Shall be provided at a ratio of two (2) gallons of containerized potable water per each one (1) person attending each Special Event. Such amount is intended to serve both consumption and any vendor/catering needs. Operations Plan 7 7W Ranch 3. Water Supply Systems At the time of this writing, 7W Ranch includes the following three (3) domestic water supply systems, none of which are Community Water Systems (as defined by the Code of Colorado Regulations). All water systems shall be operated in compliance with approved permits and any associated augmentation plans. Structure Accommodation Type Persons/ Occupancy Water Supply Manager’s House Employee 4 DWR Well Permit No. 166915 Total Persons Served: 4 Structure Accommodation Type Persons/ Occupancy Water Supply Dining Lodge N/A 0 BEARD SPRING Case No. 87CW239 and MILLS SPRING Case No. 87CW240 Recreation Room (no water connection) 0 Modular House Employee 3 Storage Barn N/A 0 Guest Cabin #1 Guest 4 Guest Cabin #2 Guest 2 Guest Cabin #3 Guest 2 Guest Cabin #4 Guest 2 Guest Cabin #5 Guest 4 Guest Cabin #6 Guest 2 Total Persons Served: 19 Structure Accommodation Type Persons/ Occupancy Water Supply RV #1 Guest 2-3 per RV unit (Total shall not exceed 24 at any time.) DWR Well Permit No. 341042 RV #2 Guest RV #3 Guest RV #4 Guest RV #5 Guest RV #6 Guest RV #7 Guest RV #8 Guest RV #9 Guest Total Persons Served: 24 Operations Plan 8 7W Ranch 4. Wildlife Protection The 7W Ranch property contains wildlife habitat and shall be managed according to the following provisions. 4.1. Lighting All lighting associated with the RV area and Special Events shall comply with Section 7-304 of the LUDC, including being downcast and fully shielded. 4.2. Fencing Any fencing associated with the RV area shall be designed to conform to the recommendations of Colorado Parks & Wildlife’s publication: Fencing with Wildlife in Mind. 4.3. Revegetation Any revegetation should use compatible native plant species and vegetation profiles where practical (unless pasture grasses are desired for agricultural purposes). Revegetation shall occur as soon as practical after any ground- disturbance activities, and any noxious weeds shall be regularly treated in order to minimize their spread. 4.4. Domestic Dogs Guest’s dogs shall remain under leash control or within a fenced or other secure enclosure at all times. 4.5. Domestic Cats Guest’s cats shall be kept indoors or within a secure enclosure at all times. 4.6. Bears The following practices shall be followed to mitigate potential bear conflicts: 4.6.1. Dumping of edible materials and food waste compost on the property is prohibited, including any dumps associated with construction activities. 4.6.2. Garbage must be placed in bear-proof dumpsters, bear-proof trash containers, or kept in trash cans inside closed buildings. 4.6.3. Dogs and cats may not be fed outside. 4.6.4. Bird feeders and hummingbird feeders must be removed from September through November. 4.6.5. Nut, fruit, or berry-producing trees or shrubs shall not be used in landscaping. Operations Plan 9 7W Ranch 5. Definitions COMMUNITY WATER SYSTEM. Means a public water system which serves at least 15 service connections used by year-round residents or regularly serves at least 25 year-round residents. COUNTY. Garfield County, Colorado. DWELLING UNIT. A building or a portion of a building used exclusively for residential occupancy, including Single-Unit Dwellings, Accessory Dwelling Units, Secondary Dwelling Units, 2-Unit dwellings, and Multi-Unit dwellings. DWELLING UNIT, ACCESSORY. A dwelling unit, 1,200 square feet or less in floor area, considered accessory to a Single-Unit Dwelling for use as a complete independent living facility. The Accessory Dwelling Unit shall be located on the same lot and may be attached to or detached from the Single-Unit Dwelling. DWELLING UNIT, SECONDARY. A dwelling unit, greater than 1,200 square feet in floor area, considered secondary to a Single-Unit Dwelling for use as a complete independent living facility. The Secondary Dwelling Unit shall be located on the same lot and may be attached to or detached from the Single-Unit Dwelling. DWELLING UNIT, SINGLE FAMILY OR SINGLE-UNIT. A building or portion of a building designed exclusively for residential occupancy. A single structure with one or more rooms designed to function as a single living facility and containing kitchen facilities plus living, sanitary, and sleeping facilities LODGING FACILITY. An accommodation for a temporary stay that includes, but is not limited to, a resort lodge, guest ranch, guest cabins, Recreational Vehicles, motel, hotel, boarding house, and bed and breakfast establishment. Lodging Facilities exclude Short Term rentals, Temporary Employee Housing on premises, and contracted employee housing off premises. LUDC. The Garfield County Land Use and Development Code, as it may be amended from time to time. OPERATIONS PLAN. This 7W Ranch Operations Plan. RECREATIONAL VEHICLE (RV). A unit primarily designed as temporary living quarters for recreation, camping, or travel that either has its own mode of power or is mounted or drawn by another vehicle. RV units for 7W Ranch are to be installed in a semi-permanent condition with appropriate utility connections. SPECIAL EVENT. A gathering of up to one hundred fifty (150) persons, including any staff and/or vendors, assembled for an event including, but not limited to, weddings, wedding receptions, social gatherings, community meetings, meetings and events sponsored by neighborhood groups, religious groups, philanthropic organizations, or similar purpose, for a period of time which does not exceed eight (8) hours within any twenty four (24) hour period. Operations Plan 10 7W Ranch 6. Operations Plan Execution IN WITNESS WHEREOF, Garfield County and 7W Christian Ranch, LLC have executed this 7W Ranch Operations Plan as of date effective: _________________________________________________. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO /s/ _______________________________ ________________________, CHAIRMAN ATTEST: /s/ _________________________ ____________________________, CLERK & RECORDER 7W CHRISTIAN RANCH, LLC By: ______________________________ Name: ______________________________ Its: ______________________________ W 8 8 1 0 APPROX. OWTS LOCATION FOR RVs RV WELL PERMIT NO. 341042 EX. TACK BARN EX. SHED EX. GRAVEL ROAD EXISTING HISTORIC RANCH ROAD (132 LINEAR FT. NON-CONFORMING TO WATERBODY SETBACK, LUDC 7-203.) GUEST PARKING (19 SP.) Limit of Disturbance Li m i t o f D i s t u r b a n c e Limit of Disturbanc e Limit of Disturbance A A A A A A AA A A AA A A A A B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B BBB B B B B B B B 8 8 2 0 88 2 0 88 1 0 8 8 3 0 (4) SELF-CONTAINED RVs PR. GRAVEL ROAD ASSUMED WETLAND 35' WETLAND SETBACK (5) CONESTOGA WAGON RVS WALKING PATH (TYP.) WALKING PATH (TYP.) Landscape Plan 7W Ranch Sheet Title: Project Name : Landscape Architect / Land Planner: Sheet:Project: Date: Scale: COPYRIGHT NOTICE This drawing is an instrument of service and is the property of Landwest Colorado, LLC. No reproduction of this sheet in whole or part, for this or any other project, shall be done without authorization from Landwest Colorado, LLC. Registration: Revisions: of 1 Sheet No r t h January 23, 2026 Garfield County 7W Ranch 345 Colorado Avenue, Suite 106 Carbondale, Colorado 81623 970.379.4155 jon@landwestcolorado.com 3412 CR 151, Gypsum, CO 81637 1" = 20'L1 0 20' 40' Legend LOCAL BOULDERS 3' - 4' DIA. PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES REVEGETATION SEED MIX NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES LISTED ABOVE AND SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR SUBSTITUTIONS. Plant Schedule PAINT ALL CUTS OVER I" DIA. METAL T-POST STAKES 2-3 STAKES PER TREE DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT PLANTING MIX: 1/3 SUNSHINE PEAT MOSS 2/3 NATIVE SOIL WATER & TAMP TO REMOVE AIR POCKETS PLANT SO THAT TOP OF ROOT BALL IS 2"-3" ABOVE FINISHED GRADE 2 STRAND TWISTED 12 GAUGE GALV. WIRE ATTACHED TO NYLON STRAPS (OR APPVD EQUAL) SAUCER FORM 4" MIN. PLANTING HOLE SHALL BE TWO TO FOUR INCHES SHALLOWER THAN DEPTH OF ROOT BALL 2 X BALL DIA. Deciduous Tree Planting NTS Evergreen Tree Planting NTS21 PAINT ALL CUTS OVER I" DIA. SPREAD 3 X BALL DIA. STAKING AS REQUIRED TR U N K H T . CA N O P Y H T . NOTE: METAL T-POST STAKES 2-3 STAKES PER TREE DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT OV E R A L L H T . PLANTING MIX: 1/3 SUNSHINE PEAT MOSS 2/3 GARDEN SOIL WATER & TAMP TO REMOVE AIR POCKETS REMOVE ALL BURLAP (IF APPLICABLE) PLANT SO THAT TOP OF ROOT BALL IS 1"-2" ABOVE FINISHED GRADE 2 STRAND TWISTED 12 GAUGE GALV. WIRE ATTACHED TO NYLON STRAPS (OR APPVD EQUAL) SAUCER FORM 4" MIN. 3" MIN. MULCH TO EDGE OF ROOTBALL ONLY - DO NOT COVER TOP OF ROOT BALL TOP OF ROOT BALL 10% ABOVE FIN. GRADE OF TOPSOIL TREE WRAP Landscape Construction Notes KEY COMMON NAME BOTANICAL NAME H' W' SIZE TYPE A Colorado Blue Spruce Picea pungens glauca 50 25 6'-8' Ht.B&B B Quaking Aspen Populus tremuloides 30 15 1-1/2"-2-1/2" Cal. B&B (VARY SIZES TO ACHIEVE A MORE NATURAL APPEARANCE) 75% RIVENDELL’S NATIVE LOW GROW MIX (or equal) Attractive species mix with a lower growing habit. Tough, drought tolerant mix. 20% Blue Fescue. 15% Blue Grama. 15% Rocky Mountain Fescue. 15% Canby Bluegrass. 10% Indian Ricegrass. 10% Sandberg Bluegrass. 10% Sideoats Grama. 2.5% Alpine Bluegrass. 2.5% Bottlebrush Squirreltail. RATE: 1/2 LB/1000 SF 25% MOUNTAIN NATIVE WILDFLOWER SEED MIX (or equal) Contains annuals and perennials that are native to mountainous regions of the western United States and Canada. Use it for elevations above 7,000 feet in the continental U.S. MIX COMPONENTS Arrowleaf Balsamroot (Balsamorhiza sagittata), Bigelow's Aster (Machaeranthera bigelovii), Black-Eyed Susan (Rudbeckia hirta), Blue Columbine (Aquilegia caerulea), Dwarf Godetia (Clarkia amoena), Fleabane Daisy (Erigeron speciosus), Lewis Flax (Linum lewisii), Mountain Lupine (Lupinus argenteus), Mule's Ears (Wyethia amplexicaulis), Nettleleaf Horsemint (Agastache urticifolia), Palmer Penstemon (Penstemon palmeri), Rocky Mountain Penstemon (Penstemon strictus), Showy Goldeneye (Viguiera multiflora), Utah Sweetvetch (Hedysarum boreale), Yellow Gaillardia (Gaillardia aristata) RATE: 5 OZ/1000 SF Revegetation Seed Mix 7-303. LANDSCAPING STANDARDS PER GARFIELD COUNTY A. GENERAL STANDARDS. 1. ALL PORTIONS OF THE SITE WHERE EXISTING VEGETATIVE COVER IS DAMAGED OR REMOVED, THAT ARE NOT OTHERWISE COVERED WITH NEW IMPROVEMENTS, SHALL BE SUCCESSFULLY REVEGETATED WITH A MIX OF NATIVE, ADAPTIVE, AND DROUGHT-TOLERANT GRASSES, GROUND COVERS, TREES AND SHRUBS. THE DENSITY OF THE RE-ESTABLISHED VEGETATION MUST BE ADEQUATE TO PREVENT SOIL EROSION AND INVASION OF WEEDS AFTER 1 GROWING SEASON. 2. LANDSCAPING SHALL NOT OBSTRUCT FIRE HYDRANTS OR UTILITY BOXES AND SHALL BE INSTALLED SO IT WILL NOT GROW INTO ANY OVERHEAD UTILITY LINES. TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN 4 FEET OF EXISTING OVERHEAD OR UNDERGROUND LINES D. PLANTS COMPATIBLE WITH LOCAL CONDITIONS. ALL PLANTS USED FOR LANDSCAPING SHALL BE COMPATIBLE WITH THE LOCAL CLIMATE AND THE SOILS, DRAINAGE, AND WATER CONDITIONS OF THE SITE. WHEN PLANTING OCCURS ON HILLSIDES, SLOPES, DRAINAGE WAYS, OR SIMILAR NATURAL AREAS, PLANT MATERIAL SHOULD DUPLICATE ADJACENT PLANT COMMUNITIES BOTH IN SPECIES COMPOSITION AND SPECIAL DISTRIBUTION PATTERNS. WHENEVER POSSIBLE, DROUGHT-RESISTANT VARIETIES OF PLANT MATERIALS SHALL BE UTILIZED. XERISCAPE DESIGN PRINCIPLES AND THE USE OF NATIVE PLANT SPECIES SHALL BE USED WHEN APPROPRIATE. E. EXISTING VEGETATION. HEALTHY TREES, NATIVE VEGETATION, NATURAL OR SIGNIFICANT ROCK OUTCROPPINGS, AND OTHER VALUABLE FEATURES SHALL BE PRESERVED AND INTEGRATED WITHIN PLANTING AREAS. F. MINIMUM SIZE. TO ENSURE HEALTHY PLANT MATERIALS ARE INSTALLED IN NEW DEVELOPMENT, TREES AND SHRUBS SHALL COMPLY WITH THE QUALITY STANDARDS OF THE COLORADO NURSERY ACT, 1973 C.R.S. TITLE 35, ARTICLE 26. 3. DECIDUOUS TREES. DECIDUOUS TREES SHALL BE A MINIMUM OF 1-1/2 INCHES IN CALIPER, MEASURED AT A POINT 4 INCHES ABOVE THE GROUND. 4. CONIFEROUS TREES. CONIFEROUS TREES SHALL BE A MINIMUM OF 4 FEET IN HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL TO THE TOP OF THE TREE. 5. ORNAMENTAL TREES. ORNAMENTAL TREES SHALL BE A MINIMUM OF 1-1/2 INCHES IN CALIPER, MEASURED AT A POINT 4 INCHES ABOVE THE GROUND. 6. SHRUBS AND VINES. SHRUBS SHALL BE A MINIMUM OF 1 FOOT IN HEIGHT AT TIME OF PLANTING. VINES SHALL BE IN A MINIMUM 1 GALLON CONTAINER. G. MINIMUM NUMBER OF TREES AND SHRUBS. TREES AND SHRUBS MUST BE GROUPED IN STRATEGIC AREAS AND NOT SPREAD THINLY AROUND THE SITE. WHERE SCREENING IS REQUIRED, PLANT MATERIALS MUST BE SUFFICIENT TO CREATE A SEMI-OPAQUE WALL OF PLANT MATERIAL BETWEEN THE PROPERTY AND THE ADJOINING AREA TO BE SCREENED. Garfield County Specific Landscape Notes 1. INSTALL MULCH IN ALL TREE BEDS AS INDICATED IN DETAILS. TOPDRESS WITH MULCH MATERIAL TO MIN. 3 INCH DEPTH. 2. PREP ALL PLANTING AREAS WITH MIN. 4 CU YDS PER 1,000 SF WITH GOOD QUALITY COMPOSTED ORGANIC MATTER. FIRST, DECOMPACT ALL PLANTING AREA SOILS TO A MIN. DEPTH OF 6 INCHES PRIOR TO TILLING. TILL AND INCORPORATE AMENDMENT TO A MIN. DEPTH OF 6 INCHES. 3. LANDSCAPE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE MEANS, METHODS OR APPROPRIATENESS OF CONSTRUCTION AND SAFETY PROCEDURES CHOSEN BY ANY CONTRACTOR. 4. PROVIDE VARIOUS SIZES AND FORMS FOR EACH SPECIES OF TREE INSTALLED AS SHOWN ON DRAWINGS. 5. INSTALL TREES A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB, EDGE OF WALL, OR PAVING. 6. FORM 30 INCH WATERING BASIN AROUND ALL TREES. FILL BASIN WITH 1-1/2 INCH LAYER OF WOOD CHIPS OR MESA MAGIC COMPOST. 7. PLANT NAMES ARE ABBREVIATED ON THE DRAWINGS. SEE PLANT SCHEDULE FOR KEY AND CLASSIFICATION. 8. ALL PLANT MATERIAL OUTSIDE OF THE LIMIT OF CONSTRUCTION LINE MUST REMAIN UNDISTURBED. 9. ALL MATERIALS NOT TO BE REMOVED WILL BE MARKED CLEARLY WITH FLAGGING TAPE, PROTECTIVE FENCING, OR OTHER APPROVED BARRIER PRIOR TO CONSTRUCTION. 10. IDENTIFY LOCATIONS OF ALL UNDERGROUND UTILITIES THAT MIGHT BE DISTURBED BY LANDSCAPE ELEMENTS PRIOR TO CONSTRUCTION. 11. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1–2004, OR AS IT MAY BE AMENDED. 12.THE CONTRACTOR SHALL BE HELD COMPLETELY LIABLE FOR ANY DAMAGES RESULTING IN DEVIATIONS, OMISSIONS, OR AMENDMENTS TO THIS PLAN. ANY CHANGES TO THIS PLAN SHALL BE DONE ONLY BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. FIELD CHANGES BY THE CONTRACTOR SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT BY EITHER RFI OR CHANGE ORDER IN WRITING PRIOR TO CONSTRUCTION. \ \ \ \ \ \ \ I I I I /' / ~ ✓ / / / " / / / '- I I I I \ / /x: / / / / / /, / . / / / / / / / / / -' 1 I I \ / / I I I I I I I I I I / / I I > ?· / I '--- \ '- I • I I - + + + + -( + + + + + + - -+ + + + - + + + + - -------.... + + \ ______ _,_ -~ ++-----+ + - + -( I ' .,;.,. ' --\ / / / / / I I I ' I I I I I I \ I I I I I I I J I / / I / / / / \ \ \ \ \ \ \ I '--- '--- 1 I \ '--- 1 I I I \ \ \ \ -1 ~1 ' 81 I f I I .\ I I I I I / / --1--r • I I I I I f-- 1 I \+ \ I I I I / \ " '--- '--- >< \ + + + + + + + + + + I I I I / I / I I I '- / / I I I I I I I I / I I I I I ) I I I I I I I I I / I ~/ I I ' \ ,1 i \ I \ / '-'- \ I I I I I I I I I I I I / / I 0-----I ;"== = = -_-_-_-_ -0----= + + + + + + + + + + + + 1• I+ I WEST XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E X O E X O E X O E X O E X O E X O E X O E X O E X O E X O E X O E X O E X O E X O E <<< < < < < W W W W W W W W W W W W W W W W W W W W WWWWWWWW W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W SS SS SS XSSXSS XS S XS S XSS XSS XS S UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE E 8829 8830 8832 883 4 8 8 3 0 8 8 3 4 8 8 2 5 88 2 0 8 8 1 5 88 1 0 88 0 5 8 8 0 0 8 7 9 5 88 0 0 880 5 88 1 0 881 5 8 8 1 5 88 2 0 8 8 2 5 8 8 2 0 8825 88 2 7 8828 8828 8825 881 0 Existing Primitive Access Road Widen And Improve For Vehicular Use Proposed Parking Lot Utility Easement (Typ) (5) Proposed RV Sites Proposed Soil Treatment Area Assumed Wetlands 35' Wetland Setback Existing Primitive Access Road Widen And Improve For Vehicular Use Existing Access Road (4) Proposed RV Sites Widen Existing Access Existing Access Road Existing Access RoadExisting Cabins Existing Soil Treatment Area For Cabins Existing Outbuildings Proposed Primitive Access RV Loop Proposed Onsite Wastewater Treatment System Septic Tanks Existing Lodge Water Treatment Shed Design Notes 1. The design is based on the best available information. This includes but is not limited to site conditions, features and structures, and topographical information. Crystal River Civil is assuming no responsibility for the accuracy of site information. 2.If any discrepancies or inaccurate information is found within Crystal River Civils' documents, the affected work should be temporarily put on hold. Contact CRC to verify a solution and hold all work until the necessary alterations to drawings have been made. 3. No field changes are to occur without written approval of the engineer. If changes are requested and approved, Crystal River Civil will review the change and respond accordingly. Construction Notes 1. All work completed on this project must meet standards set by the project's jurisdictions. This includes but is not limited to HOA standards, city/town standards, county standards, and/or state standards. 2. The contractor is required to have a copy of current and approved construction plans. Any standards and specifications necessary for the work must be on site for the duration of the project as well. 3. All work must be completed to horizontal and vertical information shown on the plans. If any changes have occurred, Crystal River Civil must verify the alterations prior to receiving approval of completion. 4.If there are known horizontal or vertical discrepancies discovered during construction from the survey data provided to Crystal River Civil, it must be brought to the attention of Crystal River Civil as soon as possible for redesign. All construction must stop before a resolution is made. The contractor is at risk during construction if survey data discrepancies are know. 5. Construction staking of horizontal and vertical layout is the responsibility of the Contractor. If additional documents, site visits for verification, or alterations are necessary, Crystal River Civil can be hired for construction administration for additional services. 6.Property lines, monuments, benchmarks, survey control, and additional historic survey information cannot be removed and cannot be removed for construction. Disturbed survey items are the responsibility of the contractor and must be restored by a state of Colorado licensed land surveyor. 7. Work and storage areas must be maintained only onsite. Project construction in Right-Of-Ways, public space, and private property must be approved in writing by the necessary jurisdiction or individual. 8. Limits of disturbance, tree protection, and slope protection defined within the plans must be met. Disturbances outside of these extents may require alterations to the design and has implications that are the responsibility of the contractor. If damage shall occur outside of these areas, the site conditions shall be restored to their original state. 9.If applicable and a tree removal plan has been developed for the project, it is the responsibility of the contractor to meet the proposed conditions by the approved document. The contractor must not damage, trim, or remove trees and or bushes that are not approved for modification by the tree removal plan. Approval for proceeding with additional tree removal must be approved by Crystal River Civil, the landscape architect, the owner, and/or any stakeholders. 10. The Contractor is responsible for removal of waste created onsite from construction. Waste material that does not meet the requirements for cannot be used for backfilling on the project and must be exported from the site. 11. All materials requiring compaction must meet CDOT and/or ASTM Standards. 12. If traffic control is needed for the project, it is the responsibility of the contractor to obtain and implement an approved traffic control plan. Street access must be provided to the public within the Right-Of-Way - Any obstruction to general traffic flow must be mitigated for. Pedestrian access must be always provided, and traffic entering and leaving the project site is to be observed by the contractor. 13. Dust mitigation must be provided by the contractor as necessary. Water shall be used as a dust palliative where and when required. Sweeping and cleaning streets and sidewalks during the construction will be directed by the affected jurisdictions and performed as necessary by the contractor. Utility Notes 1. Utilities shown on these plans have been located and documented by the surveyor. 2.Existing utilities must be verified on the site prior to construction. The contractor must protect and maintain these existing utilities throughout construction. If any damages occur to existing utility lines, it is the responsibility of the contractor to coordinate with the utility provider replace and repair the utilities as necessary. 3. The contractor must notify the utility providers a minimum of 3 days prior to any work completed. Coordination with the utility providers is the responsibility of the contractor. 4. All utility work completed by the contractor must be installed as per the utility providers' standards and requirements. Inspections must be performed by utility providers as deemed necessary by the corresponding standards. It is the responsibility of the contractor to organize these inspections. 5.If any shallow utilities, including communication and telephone services and lines, are exposed, and temporarily altered for construction, the reinstallation of these utilities must conform with the utility providers standards. 6.Uncovered gas lines must be temporarily contained with 18 inches backfill to minimize exposure. 7. Stormwater infrastructure must pe protected by the contractor as shown in the Erosion Control Plan. During construction, additional stormwater management may be necessary during specific construction procedures and is the responsibility of the contractor. XC XC C C C XFO XFO FO FO << FD FD XG XG G G G XSS XSS SS SS XUE XUE UE UE XOE XOE OE OE XT XT T T T XW XW W W W XWS XWS WS WS Abbreviations: ASTM American Society of Testing and Materials Avg Average Bldg Building BM Benchmark BMP Best Management Practices BOW Bottom of Wall Con Concrete Demo Demolition Dia or Ø Diameter Dim Dimension El or Elev Elevation Ex Existing FFE Finished Floor Elevation FL Flow Line Ft Foot or Feet Gal Gallons Horiz Horizontal Hp High Point Inv Invert LF Linear Feet LP Low Point Max Maximum Min Minimum NTS Not To Scale Off Offset PC Point of Horizontal Tangency PCC Point of Compound Curve Perf Perforated PI Point of Horizontal Tangency Prop Proposed PVC Polyvinyl Chloride Pipe Q Flow Rate RCP Reinforced Concrete Pipe ROW Right-Of-Way SF Square Feet Sta Station SY Square Yard TD Trench Drain Legend Existing Communications Line Proposed Easement Line Edge of Pavement Edge of Gravel Edge of Water Fiber Optic Line Flow Line Foundation Drain Gas Line Gutter Flow Line / Break Line Major Contour Line Minor Contour Line Property Line Sanitary Sewer Line Storm Drain Line Concrete / Sidewalk / Patio Underground Electric Line Overhead Electric Line Telephone Line Water Line Water Service Line TOW Top of Wall XRW XRW RW RWRaw Water Line TBC Top Back Of Curb Drawing Scale Units (Feet) 1" = 50' 0 50 100 N S W E C.01 Title And Notes Of 7 Pages 01 La n d U s e A p p l i c a t i o n 03 . 0 2 . 2 0 2 6 JK E # De s c r i p t i o n Da t e D r a w n B y 7W R a n c h 34 1 2 C o u n t y R o a d 1 5 1 Gy p s u m , C o l o r a d o 8 1 6 3 7 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 26.09 7W Ranch 3412 County Road Gypsum, Colorado 81637 SITE Vicinity Map Not To Scale Sheet List Table Sheet Number Sheet Title C.01 Title And Notes C.02 Civil Site Plan C.03 Domestic Water Plan C.04 Onsite Wastewater Treatment Plan C.05 Electrical Plan C.06 Road Improvements Plan And Profile C.07 RV Loop Plan And Profile I I I I I I I I I I I J I r ( / / I I \ I I I I I I I I I I I / I I / /: I I I I I I ( I I I I / ).,,_______.,, /: I \ ' \ \ \ \ \ I I I I I I I I I I / I / I / / I I I ( I I \ I l I \ \ I I I I I I ' ' I \ ) // / \ I I I I I / I I I -I I I I I \ \ ' ' \ ' \ ' \ \ \ ' ' \ \ ' \ ' \ ' / l I I I / I / \ ' \ ' ' ' \ \ -r GREENHO RIV I\IOUNTAJ/,,' ,;; f, ~ ,., J t, ;l I ::: \ ,a 8 (J .. ~ e py ps:il n~ ,, I II'< '\-., ' ' • ' ':! 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System Was Sized Utilizing An LTAR Of 0.3 And A GeoMatrix GeoMat For A Distribution Media Reduction. Maintain Max 2' Of Cover Over System Existing OWTS Install Sewer Stub Out For Future Use. 9 6 . 0 0 84.00 Water Treatment Shed Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.04 Onsite Wastewater Treatment Plan Of 7 Pages 01 La n d U s e A p p l i c a t i o n 03 . 0 2 . 2 0 2 6 JK E # De s c r i p t i o n Da t e D r a w n B y 7W R a n c h 34 1 2 C o u n t y R o a d 1 5 1 Gy p s u m , C o l o r a d o 8 1 6 3 7 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 26.09 I I I I I I I I I I I I I I / J / / / I I I I I / I I I / I I / / / / / / I I I / / / / I / I \ \ / / f I I I I I \ \ \ / / I I / I / / / I I / I \ / / / / \ \ \ I I I / I I ( I / I ,/ I I I I I I I I ,/ l I • I \ f-✓ I 1· ·"\· ·1 I -----1 I I I I ✓- I I I I I I \ \ \ \ ·;..:·:--~ .. -~ I . 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Out Sta:102+69.64 Off:8.29'L Elev:8820.97 Inv. In Sta:102+41.26 Off:12.44'L Elev:8822.00 18" ADS Culverts 18" ADS Culverts 18" ADS Culverts R 1 5 . 0 0 R15 . 0 0 R15 . 0 0 R10.00 Sta:104+85.84 Off:6.00'L Elev:8802.78 Sta:104+67.99 Off:29.13'L Elev:8807.19 Sta:105+07.30 Off:26.19'L Elev:8802.00 Sta:105+04.21 Off:15.25'L Elev:8801.98 Sta:104+81.34 Off:18.75'L Elev:8804.95 Sta:104+95.78 Off:6.00'L Elev:8801.69 Sta:105+07.42 Off:3.65'L Elev:8800.01 Sta:105+04.57 Off:6.00'R Elev:8799.98 Inv. Out Sta:103+26.68 Off:8.03'L Elev:8817.65 Inv. In Sta:103+20.84 Off:8.00'L Elev:8818.08 Inv. Out Sta:104+07.45 Off:8.02'L Elev:8810.89 Inv. In Sta:103+97.67 Off:7.99'L Elev:8811.92 12 . 0 0 Sta:100+77.15 Off:8.00'R Elev:8830.21 R3 0 . 0 0 R20.00 Water Treatment Shed Road Improvement Alignment Profile Horizontal Scale: 1"=20' Vertical Scale: 1"=20' 8795 8800 8810 8820 8830 8795 8800 8810 8820 8830 100+20 EG 8 8 2 9 . 3 F G 8 8 2 9 . 3 1 100+40 EG 8 8 2 9 . 6 F G 8 8 2 9 . 7 1 100+60 EG 8 8 3 0 . 0 F G 8 8 3 0 . 0 9 100+80 EG 8 8 3 0 . 1 F G 8 8 3 0 . 1 3 101+00 EG 8 8 2 9 . 7 F G 8 8 2 9 . 6 7 101+20 EG 8 8 2 8 . 8 F G 8 8 2 8 . 7 6 101+40 EG 8 8 2 7 . 9 F G 8 8 2 7 . 7 6 101+60 EG 8 8 2 6 . 7 F G 8 8 2 6 . 7 6 101+80 EG 8 8 2 5 . 3 F G 8 8 2 5 . 7 6 102+00 EG 8 8 2 4 . 3 F G 8 8 2 4 . 7 6 102+20 EG 8 8 2 3 . 9 F G 8 8 2 3 . 7 6 102+40 EG 8 8 2 3 . 3 F G 8 8 2 2 . 7 5 102+60 EG 8 8 2 2 . 4 F G 8 8 2 1 . 7 5 102+80 EG 8 8 2 1 . 1 F G 8 8 2 0 . 7 5 103+00 EG 8 8 1 9 . 7 F G 8 8 1 9 . 7 5 103+20 EG 8 8 1 8 . 7 F G 8 8 1 8 . 6 1 103+40 EG 8 8 1 7 . 4 F G 8 8 1 7 . 2 7 103+60 EG 8 8 1 5 . 6 F G 8 8 1 5 . 7 3 103+80 EG 8 8 1 3 . 7 F G 8 8 1 3 . 9 9 104+00 EG 8 8 1 1 . 9 F G 8 8 1 2 . 0 5 104+20 EG 8 8 0 9 . 7 F G 8 8 0 9 . 9 1 104+40 EG 8 8 0 7 . 7 F G 8 8 0 7 . 7 1 104+60 EG 8 8 0 5 . 5 F G 8 8 0 5 . 5 1 104+80 EG 8 8 0 3 . 0 F G 8 8 0 3 . 3 1 105+00 EG 8 8 0 0 . 9 F G 8 8 0 1 . 1 1 105+20 EG 8 7 9 8 . 9 F G 8 7 9 8 . 9 1 2.00% -5.00% -11.00% Start Access Improvements STA = 100+00.00 ELEV = 8828.907 End Access Improvements STA = 105+26.40 ELEV = 8798.202 PVI STA: 100+83.60 PVI ELEV: 8830.58 K: 8.00 LVC: 56.02 BV C S : 1 0 0 + 5 5 . 5 9 BV C E : 8 8 3 0 . 0 2 EV C S : 1 0 1 + 1 1 . 6 1 EV C E : 8 8 2 9 . 1 8 HIGH PT. STA: 100+71.59 HIGH PT ELEV: 8830.18 PVI STA: 103+55.98 PVI ELEV: 8816.95 K: 20.00 LVC: 120.00 BV C S : 1 0 2 + 9 5 . 9 8 BV C E : 8 8 1 9 . 9 5 EV C S : 1 0 4 + 1 5 . 9 9 EV C E : 8 8 1 0 . 3 5 Line Table Line L1 L2 L3 L4 L5 L6 Bearing N86°59'13"E N70°25'22"E S87°45'09"E S83°35'13"E N82°16'25"E N88°20'10"E Length 171.70' 30.03' 44.12' 17.48' 24.52' 48.49' Start Point (N,E) 2687.75,1599.30 2703.55,1804.66 2718.18,1862.90 2714.25,1935.98 2713.22,2033.34 2717.81,2073.44 End Point (N,E) 2696.78,1770.76 2713.61,1832.96 2716.45,1906.98 2712.30,1953.34 2716.51,2057.63 2719.22,2121.91 Curve Table Curve C1 C2 C3 C4 C5 Radius 80.00' 120.00' 400.00' 325.00' 150.00' Length 30.47' 34.69' 29.08' 80.20' 15.87' Tangent 15.42' 17.47' 14.55' 40.31' 7.94' Chord 30.29' 34.57' 29.07' 80.00' 15.86' Bearing N81°20'07"E N78°42'18"E S85°40'11"E N89°20'36"E N85°18'17"E Delta 21° 49' 29" 16° 33' 50" 4° 09' 56" 14° 08' 22" 6° 03' 45" Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.06 Road Improvements Plan And Profile Of 7 Pages 01 La n d U s e A p p l i c a t i o n 03 . 0 2 . 2 0 2 6 JK E # De s c r i p t i o n Da t e D r a w n B y 7W R a n c h 34 1 2 C o u n t y R o a d 1 5 1 Gy p s u m , C o l o r a d o 8 1 6 3 7 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 26.09 / I I I I I I I I I I r I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I 1 I I I t ) I I I I I I I I I I I I I I I r I I j I I I I t ! 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In Sta:24+10.22 Off:9.03'R Elev:8806.01 Inv. Out Sta:24+07.52 Off:22.52'L Elev:8804.95 Rip Rap Sta:23+96.63 Off:47.23'L Elev:8802.00 Rip Rap Sta:24+07.90 Off:45.47'L Elev:8802.00 Inv. In Sta:20+11.60 Off:8.30'L Elev:8822.00 Inv. Out Sta:20+30.22 Off:17.56'R Elev:8822.10 12.00 Water Treatment Shed RV Loop Alignment Profile Horizontal Scale: 1"=20' Vertical Scale: 1"=20' 8805 8810 8820 8830 8805 8810 8820 8830 20+20 EG 8 8 2 3 . 3 F G 8 8 2 2 . 7 7 20+40 EG 8 8 2 3 . 3 F G 8 8 2 3 . 2 4 20+60 EG 8 8 2 3 . 6 F G 8 8 2 3 . 7 1 20+80 EG 8 8 2 4 . 3 F G 8 8 2 4 . 1 8 21+00 EG 8 8 2 4 . 9 F G 8 8 2 4 . 6 5 21+20 EG 8 8 2 5 . 2 F G 8 8 2 5 . 1 2 21+40 EG 8 8 2 5 . 0 F G 8 8 2 5 . 0 2 21+60 EG 8 8 2 3 . 7 F G 8 8 2 3 . 7 5 21+80 EG 8 8 2 2 . 1 F G 8 8 2 2 . 3 0 22+00 EG 8 8 2 0 . 5 F G 8 8 2 0 . 8 5 22+20 EG 8 8 1 9 . 2 F G 8 8 1 9 . 4 0 22+40 EG 8 8 1 7 . 9 F G 8 8 1 7 . 9 5 22+60 EG 8 8 1 6 . 6 F G 8 8 1 6 . 5 0 22+80 EG 8 8 1 5 . 2 F G 8 8 1 5 . 0 5 23+00 EG 8 8 1 3 . 5 F G 8 8 1 3 . 6 0 23+20 EG 8 8 1 1 . 9 F G 8 8 1 2 . 1 5 23+40 EG 8 8 1 0 . 9 F G 8 8 1 0 . 7 1 23+60 EG 8 8 1 0 . 1 F G 8 8 0 9 . 5 0 23+80 EG 8 8 0 9 . 5 F G 8 8 0 8 . 4 0 24+00 EG 8 8 0 8 . 5 F G 8 8 0 7 . 3 0 24+20 EG 8 8 0 7 . 0 F G 8 8 0 6 . 2 0 2.35% -7.25% -5.50% Start RV Loop STA = 20+11.64 ELEV = 8822.578 End RV Loop STA = 24+24.89 ELEV = 8805.931 PVI STA: 23+45.91 PVI ELEV: 8810.27 K: 10.00 LVC: 17.52 BV C S : 2 3 + 3 7 . 1 5 BV C E : 8 8 1 0 . 9 1 EV C S : 2 3 + 5 4 . 6 7 EV C E : 8 8 0 9 . 7 9 HIGH PT STA: 21+28.56 HIGH PT ELEV: 8825.24 PVI STA:21+35.91 PVI ELEV:8825.50 K:3.00 LVC:28.80 BV C S : 2 1 + 2 1 . 5 1 BV C E : 8 8 2 5 . 1 6 EV C S : 2 1 + 5 0 . 3 1 EV C E : 8 8 2 4 . 4 5 Line Table Line L7 L8 L9 L10 Bearing N37°00'00"E N6°08'25"E N87°51'15"E S6°08'25"W Length 42.09' 23.14' 84.53' 85.02' Start Point (N,E) 2712.79,1833.75 2783.52,1873.76 2851.14,1924.07 2798.99,2060.13 End Point (N,E) 2746.41,1859.09 2806.53,1876.23 2854.31,2008.54 2714.46,2051.03 Curve Table Curve C6 C7 C8 Radius 75.00' 50.00' 50.00' Length 40.40' 71.31' 85.77' Tangent 20.70' 43.25' 57.81' Chord 39.91' 65.42' 75.63' Bearing N21°34'13"E N46°59'50"E S43°00'10"E Delta 30° 51' 35" 81° 42' 50" 98° 17' 10"Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.07 RV Loop Plan And Profile Of 7 Pages 01 La n d U s e A p p l i c a t i o n 03 . 0 2 . 2 0 2 6 JK E # De s c r i p t i o n Da t e D r a w n B y 7W R a n c h 34 1 2 C o u n t y R o a d 1 5 1 Gy p s u m , C o l o r a d o 8 1 6 3 7 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 26.09 43 ' 22' Typical Dimensions Of RV Site I I I /. f I I I I I / I I / / I I I I I I I I I "' / / "' / I / / / "' / I / "' I I \ / I \ I I I I I / "' "' "' "' "' "' "' "' "' "' I / I I I I ! 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" .::'. . ·.-.,: -~- ., .;~·~, ( -~ ;..:..,~-: \ \ \ \ I I I I •. .-:<'. .. ·.;; •. -.: I -,- I I/ -- ==:,.; ------..' I V \ / ( \\ ·1 I I / /I .,....- /, .,....-1 \ I I I V / I I ( I / I I I ~ I ,);, I I I I I / I I \ !----" I \ \ \ \ I I I I I I ------- f I V \ ! I I I / I - I I I I .,\. I I I / ( I / ( / / I I I I f I I / I I I I / I f I I I I / / ( / I I I I I ( / ( I I \ I I I I I I I I \ ( I \ \ / ( / / / / ( I ( I I I I I I I I I / ( I I I / I I I I I / I / / / I / I I I / / \ I I I / / / / / I / / / I \ I I \ I \ \ I I / / ......--; '/ / ! I / I I I I / I I I ( I ) / / I I I CRY~TAl RIYlR CIYll Crystal River Civil LLC 970.510.5312 Page 1 of 4 7W Ranch 3412 County Road 151, Gypsum, Colorado 81637 Land Use Engineering Report 03/02/2026 A summary of the existing site conditions and proposed changes for the 7W Ranch project has been performed by Crystal River Civil for Land Use Review. This report addresses access to the site, utilities, drainage, grading, as well as overall site design for the proposed conditions. Existing Site The 7W Ranch is addressed as 3412 County Road 151, Gypsum, Colorado 81637, also known as Garfield County Parcel #186328100118. The ranch is located northwest of the Town of Gypsum up the Sweetwater drainage. It is accessed via Sweetwater Cow Camp Road. To the west of the parcel is national forest land, with agricultural lands to the north, east, and south. The 218-acre parcel is zoned as residential land and is developed with multiple buildings. 3412 County Road 151 Road Vicinity Map Site [ GREENH Gypsum Eag'" c Rt-1,c , A1tp1 Crystal River Civil LLC 970.510.5312 Page 2 of 4 The site has historically been utilized as a dude ranch and retreat, consisting of a dining lodge, recreation room, staff housing, and a collection of cabins and outbuildings located centrally on the parcel. A large pond is located in the northwest corner of the property that is fed by Riland Creek, which flows from the west to the northeast through the site. The main access to the property extends from the northeast corner, traveling southwest until it reaches the pond and turns south to the development. A wetlands area is located to the southeast of the buildings. Grades on the site vary, with the developed area consists of no steep slopes and generally slopes to the north and east with a “ridgeline” extending northeast just through the developed area. The site utilizes a spring with a cistern for domestic water servicing the lodge and the surrounding buildings. Multiple onsite wastewater treatment systems (OWTS) have been installed on the site and are providing adequate treatment for the current use. Overhead powerlines extend through the site and provide electricity and communications to the ranch. The existing conditions analysis as well as the proposed conditions are developed based on surveyed information and Garfield County GIS data, which have been provided with this submittal. Proposed Site The scope of the project includes improvements to the site to the northeast of the existing development. This includes nine RV parking pads with permanently parked chuck wagons for guests, road improvements to existing roads and an additional loop for access to the chuck wagons, as well as a parking area. Necessary infrastructure is included with the design, including a new Onsite Wastewater Treatment System (OWTS), a domestic waster distribution system, and electric services to each of the RV pads. Limits of disturbance do not impact steep slopes and maintain adequate distance from any defined wetlands. All proposed grading is within 48 inches of existing grade and tie in slopes to existing grade shall not exceed 3:1 slope. Roadway width and slopes have been designed to meet Garfield County standards. Proposed conditions are shown on the civil drawings included with this report. Access The existing access to the site and the primary development is to remain with no proposed alterations. However, the road that extends to the east is to be widened and improved to meet the requirements of a Primitive Roadway as per Table 7-107 of the Garfield County Land Use Code. 525 linear feet of road are to be improved to maintain a 12-foot width and does not exceed 11 percent in grade. It is proposed that the roadway widening occurs on the north side of the existing road to minimize the impacts to the wetlands area to the south. Crystal River Civil LLC 970.510.5312 Page 3 of 4 A new roadway alignment is proposed to loop to the north of the existing access that is being improved, for circulation. This 415-foot-long road also meets the standards of a “Primitive Roadway” as defined by Table 7-107. All roadway alignments have accounted for emergency vehicle use and have adequate turning radius and center line slopes. The RV loop allows for a fire truck to turn around, as well as the area just before the road improvements is adequate for a fire truck T-Turn. The proposed parking area has been designed to meet the standards defined in Chapter 7-302 of the land use code. Parking spaces have been dimensioned at 10 feet x 20 feet with a 26-foot- wide drive aisle. The parking aisle is looped, and adequate space allows for vehicle circulation through the lot. Drainage The concept of the drainage for the site is to convey all pervious and impervious areas to the east, including the RV pads, the chuck wagons, walkways, and as much of the access roads as possible with a series of swales and culverts. The conveyance structures have been designed to have capacity for a 100-year, 1-hour storm event. As the furthest east culvert daylights, riprap is proposed to dissipate the stormwater velocity. Once dissipated, the runoff will continue through well vegetated areas with no points of concentration, encouraging infiltration and for the water to disperse into the landscape as the historic drainage path. CRC is not proposing any detention on the site due to the remote nature of the site, and that the proposed conditions will not have any negative impact on neighboring properties or structures. Utilities Water – An existing well has been drilled specifically for use by the RV Pads with chuck wagons. A proposed water line loop will extend from the well, allowing for a frost proof yard hydrant to be installed at each pad. These yard hydrants will be connected to the chuck wagons for the warmer seasons and will be disconnected and winterized every year to prevent freezing within the wagons. The existing well (Permit # 341042) has been tested for domestic use, and the parameters exceeded several limits. Hardness, dissolved solids, turbidity, iron, manganese, and sodium levels must be decreased to utilize the water as a drinking water supply. The turbidity, sodium, and some of the dissolved solids will be treated in a reverse osmosis system. The hardness, iron, manganese, and some of the dissolved solids will then be treated utilizing a water softener. A water pressure tank will be installed at the end of the system to minimize rapid pump cycling. This water treatment system will require a conditioned space to prevent freezing and impacts from the elements, so a small shed will be constructed next to the well. Crystal River Civil LLC 970.510.5312 Page 4 of 4 Sanitary - A new Onsite Wastewater Treatment System (OWTS) will be installed on the site as per Garfield County Environmental Health requirements. The design shown within the civil drawings will be further developed and detailed for building permit submission. A soil analysis and testing has not been performed to confirm existing soils. Preliminary OWTS calculations were determined by CRC assuming conservative conditions. The proposed system has been designed to utilize the maximum capacity of 2,000 Gallons Per Day (GPD) in the scenario that future demand will require additional capacity. This has adequate volume for the nine chuck wagons, which will create a maximum of 1,350 GPD. Two, 2,000-gallon septic tanks will be utilized, and a gravity flow system will release to the Soil Treatment Area (STA). The STA has also been sized for a maximum capacity of 2,000 GPD, as well as an assumed Long Term Acceptance Rate (LTAR) of 0.3. This has been assumed as a conservative value. Five gravity-fed beds are proposed, each 12 feet wide by 96 feet long. The system is to utilize a GeoMat system, allowing for better distribution, as well as the application of a distribution media reduction to minimize the size of the field to minimize site disturbance. Soils testing and analysis will be completed for building permit submission to accurately size the system. Electric – Service to the area is provided by Holy Cross Energy. An new electric transformer will be installed at the base of an existing electric pole next to the parking lot. A remote meter, shutoff, and breaker boxes will be installed remotely next to the transformer. New conduit will be run from the breaker box to each of the RV Pads. There is adequate space if a larger electric vault and transformer is required. All electric infrastructure will be installed per Holy Cross Energy requirements. If there are any questions regarding this analysis or concerns regarding the site design, feel free to contact me directly. Jay Engstrom Owner and Principal Engineer, P.E. Crystal River Civil LLC Jay@crystalrivercivil.com (970) 510 - 5312 ORIGINAL PERMIT APPLICANT(S) 7W CHRISTIAN RANCH LLC (JOHN MULDER) APPROVED WELL LOCATION Water Division: Designated Basin: Management District: County: Parcel Name: 5 N/A N/A GARFIELD N/A Water District: 53 Well to be constructed on specified tract of land WELL PERMIT NUMBER 341042- RECEIPT NUMBER 10043341 ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT OR GUARANTEE WATER AVAILABILITY CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well and Ground Heat Exchanger Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(I), as explained in State Engineer's Policy 1985-1, for appropriation of groundwater tributary to the Colorado River system. 4) The use of groundwater from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a commercial business. Water from this well shall not be used for lawn/landscape/greenhouse irrigation, domestic animal/livestock watering, or for any other purpose outside the business building structure(s). 5) The pumping rate of this well shall not exceed 15 GPM. 6) The annual amount of groundwater to be withdrawn by this well shall not exceed 1/3 acre-foot (108,600 gallons). 7) Approved as the only well on a tract of land of 51.12 acres described as that portion of the SE 1/4 of the SE 1/4, the SW 1/4 of the SE 1/4 of Section 21, and the NW 1/4 of the SW 1/4 of Section 22, Township 3 South, Range 87 West, Sixth P.M., Garfield County, more particularly described on Exhibit A in the well permit file. 8) The return flow from the use of this well must be through an individual wastewater disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 10) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as-built well location on work reports required by Rule 17.1 within 60 days of completion of the well. The provided as-built well location must be accurate to within 50 feet of the actual well location. 11) ADVANCE NOTICE REQUIRED - Pursuant to Construction Rule 6.2.2.1 (2 CCR 402-2), licensed or private drillers and pump installers must provide advance notification (by 11:59 pm the day before) to the State Engineer prior to each of the following for this well: the start of well construction, the initial installation of the first permanent pump, and the initial installation of a cistern connected to the water well supply system. Any change in the date of construction/installation must be re-noticed prior to the activity (by 11:59 pm the day before). Information regarding the notification process and a link to the electronic notification form can be found on the Division of Water Resources website at dwr.colorado.gov NOTE: This permit will expire on the expiration date unless the well is constructed by that date. A Well Construction and Yield Estimate Report (GWS-31) must be submitted to the Division of Water Resources (DWR) to verify the well has been constructed. An extension of the expiration date may be available. Contact DWR for additional information or refer to the extension request form (GWS-64) available at: dwr.colorado.gov PERMIT TO CONSTRUCT A NEW WELL SE 1/4 SE 1/4 Section 21 Township 3.0 S Range 87.0 W Sixth P.M. Physical Address: 3412 COUNTY ROAD 151 GYPSUM, CO 81637 For questions about this permit call 303.866.3581 or go to https://dwr.colorado.gov Page 1 of 2Printed 10-09-2025 WELL 341042 FOR RV UNITS 5)The pumping rate of this well shall not exceed 15 GPM. 6)The annual amount of groundwater to be withdrawn by this well shall not exceed 1/3 acre-foot (108,600 gallons). 4)The use of groundwater from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a ggy( commercial business. Water from this well shall not be used for lawn/landscape/greenhouse irrigation, domestic pg animal/livestock watering, or for any other purpose outside the business building structure(s). R 341042 I I I COLORADO Division of Water Resources Department of Natura\ Resources I I - 10/9/2025 10/9/2027 Issued By GEOFFREY DAVIS Well must be constructed by Date Issued: For questions about this permit call 303.866.3581 or go to https://dwr.colorado.govPage 2 of 2 Printed 10-09-2025 WELL PERMIT NUMBER 341042-RECEIPT NUMBER 10043341 WELL 341042 FOR RV UNITS 341042 I -oJrV I - M2}Ð A ¼¸ÅÐ ^§Ð Ð Vg®w¹Ð F®ÂwÐ Lwá¡sÐ _©®{³Ð BYÐ 0 - Ð EÐ*6 6 !+0 3,26,6 6 -)+`ÐdeÐ ).'$66Ãgº9w:®fÐ !'1',Ð '!,' ',Ð 46 5 6 (%6%/-1%"6 6 6 -*+,ÐRgnÐ cw¯Ð aj¨wÐ 8 <B¡Ð (-< <lÆÐ Ra =³w pÐ ?g® ¿Ð?gÐ Dgu ÀÐBsÐ B~®¡ ÀB®Ð J½¡¯ swJÐ Swgt]mÐ Uw®o½®ÆN{Ð Wº¯gºwÐWÐ aww½awÐ aÂw®;{Ð C¡¡°B¡[ºÐ ½ ºÐ ©OÐ B¡s½pºÂ ºÆÐ gºÐ %< a¡s¿WgÐ Bgp ½ÐÐBgÐ Ë Vg{w³ ¿ÐV{ \¡ºg³³ ÀÐQ D¡® swÐB a¾zgºwÐ ]w¡4Ð <g ºÆDgD ) b¡ºgÐ &1,2060<ºÆÐBgDY) ? pg±l¡gºwNBY* Bh¯l¡gºwÐ Ð G³³¡ÂwsÐ a¡ s³Ð ÉÐ Ni¯vw³³Ð BgBY*Ð b½®l s ºÆÐ ?¢®¡ÇÐ?Ð B¢©ªw¯B½Ð 67£KwÐ ,$ -"0#,4 V¢ÆlswÁÐV¡Ð >¡gXÐ ]¡´©gºwÐ &.! /4 b¡ºgÐ B¡ y¡²Ð ?gpºw®gÌÐ Ð Ð {Ð ¥Ð<{ Ð .Ð { Ð { <{"Ð *$ < Ð *$ <{"Ð <{ <<*$ ' , ! <Ä¡³r *-Ð +$ '4 ! <+$ 4 0 Ð*$ 4 4*$ 4 <*$ 4 '0.Ð *$ (4 4*$ 4 <*$ 4 '30Ð *$ 4 <5.< "# <*$ 14 <5.< - 0,Ð ')+< 9 <<:<*% 24 < 5. ¤Ç Ð0/ {#Ð <*$ 4 4 4 4 *$ 4 <$ < 5. *$ 4 {$Ð 4 pz½ Ð ©g{wÐ Ð ¡zÐ (Ð º ³Ð ¶k¬wÐ Tº³Ð z¡¯Ð G® |Ð a½Î« wµÐ lÆB¡¡ Ð Hx©ºÐ Nwg»Ð Ð 5.< <{Ð Z ¥È¥·Ð *$ Í Ð *$ 4 P{Ð %,Ð *$ ) 'Ð *$ ! 4 +$ <+$ ¥ÉÐ 4*$ ) ,Ð -, 0 ,Ð ³Ð gppw©ºglwÐ ¡Ð ¡zz p gÐ ºÐ 4 {&Ð ¡Ð ¡zzp gÐ ºÐ <5.< ¡Ð ¡zz pgÐ ºÐ <+$ 4 <5.3< ¡Ð ¡zzpgÐ ºÐ ¡ ¡zz p gÐ ºÐ ¡Ð ¡zzpgÐ ºÐ ¡Ð Ïzz qgÐ ºÐ <5.4<;9< <7.< <'*+< ¡Ð ¡zzpgÐ ºÊÐ < 5.< 3+$ <5. ¡Ð ¡zzpgÐ ºÐ ¡Ð ¡zzp gÐ ºÐ ¡Ð ¡zzpgÐ ºÐ < 5/< 8¦z½Ð Ð TglÐ I ® 5Ð ?®gÐ aÐ @g½w®Ð WELL 341042 FOR RV UNITS ·-··. WELL 341042 FOR RV UNITS NOTES on sample# 6345 3412 Co Rd 151 12-2 by LS Public drinking water supply limits are given for refe~ence. Tested parameters exceeding the limits are as follows: The limit for hardness was exceeded and scale format~on can be expected along with a lesser effectiveness of soaps. Dissolved solids was over the recommended limit, which contributes to a salty taste and indicates deposits. • The turbidity is over the limit and turbidity can interfere with disinfection. Iron was present at a concentration greater than the limit . Iron can cause staining, metallic taste, color . . Manganese is high which can cause yellow to black staining. Sodium concentration was over the limit; 36 milligrams dietary sodium per each liter (about a quart}. A high sulfate may cause gastrointestinal problems in those sensitive. Bacterial culture started at sampling time using EZ-MUG Coliform cult MUG was negative. Not all fac~ors which might be harmful were tested, 'but the ·analysis performed covers many common prob1ems. For more information regarding drinking water safety, call the EPA Safe Drinking Water Hotline at 1-800-426-4791 . Lab Dir.: Brians. Bauer Page 2 of 2 WELL 341042 FOR RV UNITS WELL TEST & INSPECTION REPORT DATE: NOVEMBEH 25..__2_025 HIGH COUNTRY PUMP SERVICES highcountrypump@gmail.com (970) 618-7784 PROPERTY ADDRESS : 3412 COUNTY ROAD 151 NEW WELL W ELL DEPTH: CASI NG SIZE: TEST DURATIO N: .12iL .6...[ 4 HOUR STATIC WATER LEVEL: ~ DRAW DOWN LEVEL: 10.0: PRODUCTION RATE: 12 GPM WELL RECOVERY TIME: 30 MINUTES I WI L L SE N D AN ESTIMATE FOR RECOMMENDED REPAIRS IF REQUESTED. PLEASE CALL WITH ANY QUESTIONS , LEVI SHERMAN, OWNER, HIGH COUNTRY PUMP SERVICES LLC RANCH MANAGER'S HOUSE WELL Iii(!) ~~i~n~f~!!.~ources '" ~ Department of Natural Resources ORIGINAL PERMIT APPLICANT(S) 7W GUEST RANCH LLC PERMIT TO CONSTRUCT A NEW WELL I WEL t eERMIT NUMBER ~66915 ~ RECEIPT NUMBER 0341411 APPROVED WELL LOCATION Water Division: 5 Designated Basin: Management District: County: Parcel Name : Physical Address: Water District 53 NIA N/A GARFIELD NIA 3412 COUNTY ROAD 151 GYPSUM , CO 81637 NE 1/4 NE 1/4 Section 28 Township 3.0 S Range 87.0 W Sixth P.M. UTM COORDINATES (Meters. Zone:13. NAD83) Easting: 314877.8 Northing: 4404359.9 See the original well permit file for permit conditions of approval and additional details. The original permit file can be viewed us ing the Well Perm it Search Tool at https ://dwr.colorado.gov/ 6ffl'I Date Issued: 10/21/1992 Issued By Expiration Date: N/A PERMIT HISTORY 08 -29 -202~ CHAf'JGElf'J OWNER NAME7MAILING ADDRESS ! CHANGED TO 7.W CHRISTIAN RANCH LLC i A COLORADO LLC (KEN HARRISON) 03-21-2003 CHANGE IN OWNER NAME/MAILING ADDRESS Printed 08-30 -2024 For questions about this permit Ga U 303 .866.3581 or go to https: //dwr .co lorado .gov Page 1 of 1 I RANCH MANAGER'S HOUSE WELLForm No . OFFICE OF THE STATE ENGINEER • GWS-25 COLORADO DIVISION OF WATER RESOURCEt.-------------' APPLICANT 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 WEU. PERMIT NUMBER 16691,5 DIV. 5 CNiY. 23 WO 53 DES. BASIN Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION GARFIELD COUNTY 388 MD JOHN MILLS NE 1/4 NE 1/4 Section 28 PO BOX 2281 MIDLAND TX 79702 Twp 3S RANGE 87W DISTANCES FROM SECTION LINES 6th P.M. 849 Ft. from 1 090 Ft. from North Section Line East Section Line PERMIT TO CONSTRUCT A WEU. ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDmONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3)(b)(ll){A) as the only well on a tract of land of 40 acres described as the NE 1/4 of the NE 1/4 of Sec. 28, Twp. 3 South, Rng. 87 West of the 6th P.M., Garfield County. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside one (1 ) single family dwelling, the irrigation of not more than one acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. 8) Monitoring hole no. MH-19250, was acknowledged on June 15, 1992. ~ J) /0 -f 'f -q d-- APPROVED JD2 Receipt No. State Engineer 0341411 !<,,;, filt,J,i{;= DATE ISSUED OCT 21 1992 EXPIRATION DATE OCT 21 1994 RANCH MANAGER'S HOUSE WELL FORM NO. V PUMP INSTAU.ATION AND TEST REPORT I ., __ ,.,...___,,_-~, "v ~ GWS·32 I 11)90 STATE OF·COL0RADO, OFFICE OF THE STATE ENGINEER RC.\iLI V C.U 1. WELL PERMIT NUMBER 1166915 ocr 12'94 2. OWNER NAME(S) John A. Mills W'-1Gi ;~:-••• Mailing Address 2500 County Roacl Isl ~· City, St. z~· Gypsum, ro err;:17 t:01'..D Phone ( OJ) 524-9662 3. WELL LOCATION AS DRILLED: NE 1/4 NE 1/4, Sec. 28 Twp. 3 s -, Range 87 w DISTANCES FROM sec. LINES: 849 ft. from N Sec. line. and 1090 ft. from E Sec. line. (north or aoulh) (eat or west) SUBDIVISION: LOT __ BLOCK FILING(UNIT) STREET ADDRESS AT WELL LOCATION: 4. PUMP DATA: Type Sumersible Installation Completed 8L11L94 Pump Manufacturer Stariaht Pump Model No. 910934205 Design GPM 11 at RPM J~:iD , HP l . Volts i3o , Full Load Amps 12 Pump Intake Depth 70 Feet, Drop/Column Pipe Size l" Inches, Kind Pye SCH 80 i ADDITIONAL INFORMATION FOR PUMPS GREATER THAT 50 GPM: TURBINE DRIVER TYPE: D Electric D Engine Oother Design Head feet, Number of Stages ' Shaft size inches. I 5. OTHER EQUIPMENT: Airline Installed D Yes D No, Orifice Depth ft. . Monitor Tube Installed D Yes D No, Depth ft. Flow Meter Mfg. Meter Serial No. Meter Readout D Gallons, D Thousand Gallons, D Acre feet, D Beginning Reading 6. TEST DATA: D Check box if Test data is submitted on Supplemental Form. Date 6-30-92 Total Well Depth 9Q' Time 2;15 PM Static Level 32' Rate (GPM) 50 Date Measured 6-30-92 Pumping Lvl. fiQ I 7. DISINFECTION: Type s;;;hlorox Amt. Used 2 cu:es 8. Water Quality analysis available. D Yes ONo 9. Remarks In§t~lled b~ owner ~ o. I have read the statements made herein and know the contents thereof, and that they are true to my knowtedge [Pursuant to Section 24-4-104 (13)(a) C.R.S., the making of false statements herein constitutes perjury in the seconc degree and is punishable as a class 1 misdemeanor.] . CONTRACTOR Phone.(__J Uc. No. Mailing Address / J Name/rrtle (Please type or print) ~;,£~_-/ Date John A. Mills 10-4-94 RANCH MANAGER'S HOUSE WELLFORM NO. ✓ WELL CONSTRUCTION AND TEST REPORT .J I ~JS-31 . ,,190 STATE OF COLORADO, OFFICE OF THE STATE ENGINEE. \-.:·_: .... -',_ --' 1. WELL PERMIT NUMBER Cl669 ffi JJJN,2 9t93 0 2. OWNER NAME(S) John Mills Mailing Address P.O. Box 2281 ·c,;'.TGI r.b~UflE:6S "':yATE EN~lil!aR City, St. Zip Midland. TX 79702 COLO. Phone ( ) 3. WELL LOCATION AS DRILLED: NE 1/4 NE 1/4, Sec. 28 Twp. 3 s _,Range 87 w DISTANCES FROM SEC. LINES: 849 fl. from North Sec. line. and 1090 fl. from East Sec. line. OR (north or south) (east or west) SUBDIVISION: LOT __ BLOCK FILING(UNIT) STREET ADDRESS AT WELL LOCATION: 4. GROUND SURFACE ELEVATION ft. DRILLING METHOD rotary DATE COMPLETED June 30, 1992 TOTAL DEPTH 90 ft. DEPTH COMPLETED 90 ft. 5. GEOLOGIC LOG: 6. HOLE DIAM. (in.) From (ft) To (ft) Depth Description of Material (Type. Size, Color, Wa!M Location) 9 0 24 ti I72 24 90 7. PLAIN CASING OD 0n) Kind Wall Size From(ft) To(ft) 0 to 18 feet -fill 7 steel .231 0 24 JS to 90 feet -sa □d~ sba]e 5 1/2 :QVC sch 40 20 30 -- PERF. CASING: Screen Slot Size: water: at 55 feet 5 1/2 :QVC sch 40 30 90 ---- 8. FILTER PACK: 9. PACKER PLACEMENT: Material Type Size Interval Depth 10. GROUTING RECORD: Material Amount Density Interval Placement REMARKS: cement 2 sacks 10 to 24 gravity 7 gal/sack h1 DISINFECTION: Type clorox Amt. Used 1 cup ~2 WELL TEST DATA: 0 Check box if Test Data is submitted on Supplemental Form. TESTING METHOD air Static Level 32 ft. Date/rime measured June 30, I992 , Production Rate 50 gpm. Pumping level ft. Datemme measured , Test length (hrs,) 2 Remarks ~3. I have read the statements made herein and know the contents thereof, and the! they are true to my knowledge. (Pursuant to Section 24-4-104 (13)(8) C.R.S .. the makin~ of false stalemenlll herein constitllt~ perjury in the second degree and is punishable as a class 1 misdemeanor.] CONTRACTOR r.Qldeo Eagl~ Drillin~ Com. Phonel__) 303-668-3564 Uc. No. 388 Mailing Address E.Q. B□x ~ZS, E~i~CQ. CO 80443 Name/Title (Please !pe or ~-nt) Sii\Lur A Date Joe W. She ton, esident ~ Ji ~i;#. .J-<f --93 /- , I MONITORING WELL Form No . OFFICE OF THE STATE ENGINEER ~ GWS-25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg ., 1313 Sherman SL , Denver, Colorado 80203 (303) 866-3581 WELL PERMIT NUMBER ---=28=9;._;4'=3=2 ______ - APPLICANT DIV. 5 WD53 BRIAN WIDHALM 1121 SWEETWATER ROAD DES. BASIN MD APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SE 1/4 Section 21 Township 3 S Range 87 W Sixth P.M. DISTANCES FROM SECTION LINES GYPSUM 1 CO 81637-Ft. from Section Line Ft. from Section Line 1095 (970) 524-9328 UTM COORDINATES (Meters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting : Northing : 'ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water r'lghls . The issuance of this permit does nol ensure that no lhjury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action . 2) The construction of thls well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(I) for uses as described in CRS 37-92-602( 1 )(f). Use of this well is limited to monitoring water levels and/or water quality sampling . This well is known as Widhalm Monitoring/observation Well no. 1. 4) This well must be equipped with a locklng cap or seal to prevent well contamination or possible hazards as an open well. The well must be kept capped and locked at all limes except during sampling or measuring . 5) Records of water level measurements and water quality analyses shall be maintained by the well owner and submitted to the Divtsion of Water Resources upon request. 6) Upon conclusion of the monitoring program the well owner shall plug this well in accordance with Rule 16 of the Water Well Construdion Rules. A Well Abandonment Report must be completed and submitted to the Division of Water Resources within 60 days of plugging . 7) The owner shall mark the well in a conspicuous place with the well permit number and name of aquifer as appropriate, and shall take necessary means and precautions to preserve these markings . 8) This well must be constructed by or under the supervision of a licensed well driller or other authorized individual according to the Water Well Construction Rules. If non-standard construction is anticipated , a variance request must be submitted In -accordance with Rule 18 and approved prior to well constructlon . 9) A Well Construction and Test Report (Form GWS-31), Including 11thologic log must be submitted by the individual authorized to construct the well . For non-standard construction, the report must include an as-built drawing showing details such as depth, casing , perforated zones, and a description of the grouting type and interval. 10) Pursuant to Rule 6.2.3 of the Water Well Construction Rules. the well construction contractor shall submit the as-built well location on work reports required by Rule 17-3 within 60 days of completion of the well . The measured location must be accurate to 200 feet of the actual location . The location information must Include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines . NOTE: Issuance of this permit does not guarantee that this well can be converted to a production well under a future permit . Additionally , pursuant to Rule 14.2 of lhe Water Well Construction Rules (2 CCR 402-2), monitoring holes constructed pursuant lo a monitoring hole notice shall not be converted to a production well . (Upon obtaining a permit from the State Engineer, a monitoring hole may be converted to a monitoring well , recovery well for remediation of the aquifer, or a dewatering system fordewatering the aquifer .) NOTE : Parcel Identification Number(PIN): 23-1863-281-00-118 ~ -?t...,- NOTE : Assessor Tax Schedule Number: R045115 (totaling 218 .254 acres) APPROVED DMW Receipt No. 9503620 State Engineer' DATE ISSUED 09 ~18-2012 By EXPIRATION DATE 09-18-2014 WATER RIGHTS DECREE - 2009Thc moving paJ·tJ is hereby ORDERE to provide ll copy of tWs Order to llDY --r----~-------:::::,,,-------.-- se parti<-s who han entered an nppearauce in this nction within IO days from the date of this ot"der. James B. Boyd 1stnct ourt, o. =, District Court Judge State of Colorado Date of Order attached Garfield County Courthouse II t 0 Ga1 ·lil'ld Cm111ty Distr icC c.·, 1.11·t 'th 109 8th Street, # 10 4 li'ilio~ D:ite-: Aog Jl :!OO•) • :llf, 1 (OT Glenwood Springs , CO 81601 F"ling ID : 2684 ,J (, R1.>view Cll'i-k: KJ1thy llllll 1------------------------C ONCE RNIN G THE APPLICATION F OR WATER RIGHTS OF 7W GUEST RANC~ LLC In Garfield Eagle, Pi tkin and Grand Counties _. COURT USE ONLY • Case No.: 0SCW238 FINDINGS OF FACT, CONCLUSJONS OF LAW ANO DECREE OF THE WATER COURT This matter having come before the Court on the application , as amended, filed by the Applicant, 7W Guest Ranch , LLC , and the Water Judge hav ing considered the pleadings , the evidence presented , the stipulations of various parties . t he comments of the Division Engineer, and otherwise bei ng fully advised with respect to this matter, hereby enters the following Findings of Fact, Conclusions of Law , and Decree of the Water Court as set forth below (the "Decree"), A. Parties and jurisdiction. I. Applicant. 7W Guest Ranch , LLC c/o Mark Wilhelm P .O . Box 2 126 Gy psum, CO 8 1637 970-5 24 -7770 I. FINDJNGS OF FACT Please direct all correspondence and pl eadings to : David S, Hayes Petros & White, LLC 1999 Broadway , Suite 3200 Denver, Colorado 80202 303-825-l 980 WATER RIGHTS DECREE - 2009 Case No. 0SCWT8 Decree of the Water Court 7W G uest Ranch_ LLC Page 1 of14 2 . Application, amendment. On December 13 , 2005 , Applicant filed a properly verified Application for Appropriative Right of Exchange (the "-Application"). The Application was amended on November 27, 2006, adding claims for water rights and approval of a plan for augmentation. 3. Jurisdiction . Timely and adequate notice of the Application , including the amendment , was given in the manner provided by statute . See§ 37-92-302, C.R .S. All notices required by law have been given, and the Court has jurisdiction over the Application . None of the water rights or structures involved herein are located within a designated groundwater basin . All persons affected by the Application, whether appearing or not, are parties hereto and are bound by this Decree, all notices required by law having been given and the Court having jurisdiction over the subject matter of this proceeding. See§§ 37-92-203 and 37-92-302, C.R.S . 4 . Statements of Opposition. Statements of opposition to the Application were filed by Richard P . Anderson , Four Creek Ditch Company, Anthony and Teressa Perry , Paul and Janet Testwuide, Windance Ranch LLC , Colorado River Water Conservation District, Orchard Mesa Irrigation District Grand Valley Water Users Association, and Ute Water Conservancy District. The time for filing additional statements of opposition has expired . Stipulations have been entered it1to between the Applicant and the foregoing parties, which stipulations have been approved by the Court . S. Ruling and Protest. The Water Referee entered a Ruling on September 19 , 2008 On October 6 , 2008 the Applicant filed a Protest to the Ruling of the Referee. The Orchard Mesa Irrigation District, Grand Valley Water Users Association, and Ute Water Conservancy District also filed a Protest to the Ruling of the Referee on October 8, 2008 . The State Engineer and Division 5 Engineer (collectively, the "State") filed a Motion to Intervene, which motion was granted by the Court on December 9, 2008 . No other parties filed a protest to the Ruling and the time for filing the same has expired. A Stipulation has been entered into between the Applicant and the State, which stipulation has been approved by the Court . 6 . Overview . Applicant owns property located in Garfield County olorado, known as the 7W Guest Ranch, shown on Exhibit A, incorporated herein by this reference . The 7W Guest Ranch ("Ranch ") is located at approximately 9,000 feet in elevation, has been in operation since approximately 1923, and is the second-oldest established guest ranch in Colorado. The Ranch 's water suppJy is derived primarily from two springs decreed in 1988 (Case Nos . 87CW239 and 240, District Court, Water Division No . 5). This Decree adjudicates a priority for an existing pond at the Ranch, and approves a plan for augmentation , including exchange, to support activities and operations at the Ranch . WATER RIGHTS DECREE - 2009 Case No. 0SCW238 Decree of the Water Court 7W G uest Ranch_ LLC Pagc J of14 B. Adjudication of storage water right Applicant has appropriated the following storage water right: 7 Name of reservoir . 7W Pond a. Legal description . The 7'vV Pond is an on-channel reservoir, with a dam centerline located in the SE ¼ of the SE ¼ of Section 21 , Township 3 South, Range 87 West, 6th P.M ., at a point approximately 530 feet from the South Section line and approximately 1200 feet from the East Section line , in Garfield County, Colorado (UTM coordinates (NAD83): Zone 13N, Northing 4404 761 (meters), Easting 031491 S (meters)) The location of the 7W Pond is depicted on Exhibit A. b, Colorado River. Source . Riland Creek, tributary to Sweetwater Creek, tributary to the c. Date of appropriation. December 31 1977 . i. How appropriation was initiated. By concurrence of intent to appropriate and overt acts in furtherance of such intent, including, without limitation, construction of the pond, diversions into storage, application of stored water to beneficial use , field investigation by water resources engineer, and the filing of the amended Application , U . Date water applied to beneficial use . N/A d . Amount. 17 acre-feet, conditional, including the right to fill and refill. e . Use . Storage for irrigation, stock watering, augmentation and replacement limited to this Decree, exchange, in situ recreation, piscatorial, fish and wildlife habitat, and fire protection . i . Irrigated acreage . Water from the 7W Pond is used to irrigate a maximum of approximately 2 acres, located in the N 1/2 of tne E 1 4 of Section 28 and S½ of the SE ¼ of Section 21, both in Towns 1ip 3 South, Range 87 'vVest, 6th P.M . f. tructure information . 1. Surface area of high water line. Approximately 3.00 acres _ i. Height of dam . Approximately 13_ 7 feet WATER RIGHTS DECREE - 2009 111 . IV , Length of dam. Approximately 300 feet. Total capacity of reservoir . 17 acre-feet. C. Approval of plan for augmentation, including exchange . Case No. 0SCW2 8 Decree of the Water Court 7W G uest Ranch . LLC Page 4of14 8 . Stmctures to be augmented. The following are collectively refeJTed to herein as the 'Augmented Structures :' a. Beard Spring . The Beard Spring was previously decreed on February 18 , 1988, in Case No . 87CW239, District Court, Water Division 5, for the diversion of water tributary to Sweetwater Creek, in the amount of 0 .0223, c.f.s . (10 g .p.m.), absolute , for domestic, fire fighting, stock watering, and irrigation uses , with an appropriation date of May 1, 1987 . Beard Sgring is locate d in the SWI/4 of the NEl/4 of Section 28, Township 3 South , Range 87 West, 6 P.M., Garfield County Colorado, the point of diversion for which bears S . 34 °01 '53 " W . 2855.6 feet from the NE corner of said Section 28 , as shown on the attached Exhibit A. b . Mills Spring . The Mills Spring was previously decreed on February 18 , 1988, in Case No . 87CW240, District Court, Water Division No. 5, for the diversion of water tributary to Sweetwater Creek, in the amount of 0 .0334 c .f.s . (15 g .p .m.), absolute, for domestic , fire fighting, stock watering, and irrigation uses , with an appropriation date of December 31 , 1952 . l. Decreed location. The decree entered in Case No. 87CW240 describes the Mills Spring as being located in Section 28, Township 3 South, Range 87 West, 6th P.M ., Garfield County, Colorado, the point of diversion for which bears S. 34°01 '53" W . 2855.6 feet from the NE comer of said Section 28 . ii . Actual location. The actual location of Mills Spring is in the NW ¼ NE ¼ of Section 28 , Township 3 South, Range 87 West, 6(h P.M ., Garfield County, Colorado, at a point 272 feet from the North section line and 2579 feet from the East section line (based on the following UTM coordinates (NAD83): Zone 13N, Northing 4404545 (meters), Easting 0314429 (meters)), as shown on E hibit A. C. 7W Pond . The 7W Pond is more fully described in Section B above . 9. Water rights to be used for augmentation . a. Wolford Mountain Reservoir and/or Ruedi Reservoir, pursuant to a contract with the Colorado River Water Conservation District ("Ri er District'). The Applicant has entered into a long-term Water Supply Contract (CW04020, dated December 22, 2004) with WATER RIGHTS DECREE - 2009 Case No. 0SCWT8 Decree oft he Water Court 7W G uest Ranch. LLC Page 5 of14 the River District for annual deliveries of two (2) acre-feet of water from Wolford Mow1tain and/or Ruedi Reservoirs, and is applying for an additional (5 acre-feet) contract amount, for a total of seven (7) acre-feet (the "River District Contract Water"). b. The 7W Pond, as described in Section B , above . lO . Previous decrees for water rights to be used for augmentation . a. Wolford . The River District owns and operates Wolford MoW1tain Reservoir (f/k/a Gunsight Pass Reservoir) pursuant to the following water rights: i . Legal description of place of storage. The dam is located in Grand County in the SW¼ oftbe NE¼ of Section 25 , Township 2 North, Range 81 West, 6th P .M . The intersection of the darn axis (Sta. Dl 9+35 .61) with the West Access Road (Sta. WR50+55.05) occurs at a point which bears S. 53°24 '56 " E. a distance of 3,395.51 feet from the NW corner of said Section 25; the bearing of said dam ax.is from Sta. 19+ 35.61 to Sta . 0+00 being S. 75° 28' 29" E. 11 . Source. Muddy Creek and its tributaries . iii . Previous storage decrees. A. Case No . 87CW283: Decree Date: November 20, 1989. Court: District Court , Water Div . No . 5 . Amount: 59,993 AF . Appropriation Date: December 14, 1987 Use: All beneficial uses, including but not limited to domestic, municipal, agricultural and recreational uses . B. Case No. 95CW28 I: Decree Date : August 26, 1997 . Court: District Court, Water Div . No 5. Amount: 6,000 AF (enlargement). Appropriation Date : Jan. 16, 1995 . Use: All beneficial uses by and for the benefit of the inhabitants of the. River District, including but not limited to domestic, municipal, industrial , irrigation, agricultural , piscatorial, recreational and environmental mitigation. C Case No , 98CW237 : WATER RIGHTS DECREE - 2009 Decree Date: July 6, 2000. Case No. 0SCW238 Decree of the Water Court 7W G ues t Ranch. LLC Page 6 of14 Court : District Court , Water Div. o. 5. Amount: 30,000 AF (refill). Appropriation Date : Nov. 17 , 1998 . Use : Certain oftbe beneficial uses previously adjudicated for Wolford Mountain Reservoir in Cases No . 87CW283 and 95CW281. b . Ruedi. The River District is entitled to deliveries of water from Ruedi Reservoir pursuant to contract with the U.S. Bureau of Reclamation . i . Legal description of place of storage. Ruedi Reservoir is located io Sections 7, 8, 9, 11 and 14 through 18, T. 8 S., R. 84 W ., 6th P .M ., in Eagle and Pitkin Counties . The dam axis intersects the right abutment at a point whence the SW corner of Section 7, T . 8 S., R 84 W. of the 6th P.M., bears N . 82° l0'W . a distance of 1,285 feet. 111 , Source. Fryingpan Ri er Previous storage decrees . A. CiviJ Action No. 4613 ~ Decree Date : June 20 , 1958 . Court : Garfield County District Court. Amount: 140 ,69 7.3 acre feet , reduced to 102 ,369 acre feet pursuant to order of the District Court, Water Div. No . 5 in Case No. W-789-76. Appropriation Date: July 29, 1957 . Use: Domestic, municipal, irrigation, industrial , generation of electrical energy, stock watering and piscato1ial. B. Case No. 8ICW34 : Decree Date : April 8, 1985 . Court : District Court, Water Div . No . 5. Amount: l 0 1,280 acre feet. (refill). Appropriation Date~ Jan . 22, 1981 . Use: Irrigation, domestic, municipal , generation of electrical energy , stock watering, industria1 , piscatorial, recreation and maintenance of sufficient storage reserves to fulfill contractual obligations and provide stored water for recreation in times of drought. WATER RIGHTS DECREE - 2009 11. Statement of plan for augmentation . Ca se No . 0SCW23 8 Decree o f the Water Co urt 7W G uest Ranch_ LLC Page 7 of14 a. Diversions in priority. The plan for augmentation, in cluding exchange , approved herein allows Applicant to replace out-of-priority depletions associated with diversions of water by the Augmented Structures . Water will be diverted without need for augmentation if the storage priority identified in Paragraph 7, above, and/or the priorities previously decreed for the Beard Spring and Mills Spring are in priority . b . Depletions . The maximum total stream depletion associated with out-of- priority depletions from the Augmented Structures is estimated to be 11.23 acre-feet per year, as more fully described below. Operation of the plan is shown on an estimated monthly basis on the attached Exhibits B & C, which are incorporated herein . Exhibit C represents the maximwn monthly depletions under this plan . Exhibit B represents a satnple accounting form, subject to modification upon the approva] of the Division Engineer. These total depletions are estimated ; actual demands and depletions will be based on actual occupancy and uses, summaiized in accounting forms prepared by the Applicant for the administration of this plan fo r a ugmentation . All depletions are tributary to Riland Creek, tributary to Sweetwater Creek tributary to the Colorado River mainstem . i. Potable uses . The Beard and Mills Springs provide a potable water supply for the Ranch compound, wbjch includes seven guest cabins, a main lodge and kitchen , two employee mobile homes, and barn/workshop . Assuming full occupancy (40 guests and 8 employees) throughout the May through October operating season , dive rsion for potable demands are an estimated 3.03 acre-feet per year. Wastewater treatment for potable uses will be provided by non-evaporative septic systems, res ulting in a consumptive use of rate of 10%, or 0 .30 acre-feet of the estimated maximum potable water diversions . ii . Stockwatering . Water for livestock use is assumed to be 100% consumptive, with each animal consuming an estimated 12 gallons of water per day . Up to 20 horses may be boarded at the Ranch during the guest season, for an annual maximum consumptive use of O, 13 6 acre-feet . 111. Irrigation . Applicant may irrigate up to 2 acres of lawns, landscaping and pashtre in the vicinity of the Ranch compound with the Augmented Structures . The net un it irrigation requ irement at the Ranch elevation is approximately L 7 J acre-feet per acre . Water used for irrigation purposes shall be assumed to be 80% consumptive, resulting in a maximum annual consumptive. use for inigation of 3 .41 acre-feet. iv . Evaporation. Evaporation demands based on a maximum of 3 .08 surface acres with a gross evaporation rate of 40 inches per year minus 10 .2 inches of effective WATER RIGHTS DECREE - 2009 Case No. 0SCW238 Decree of the Water Court 7W G uest Ranch_ LLC Page 8 of14 precipitation results in an evaporation rate of29.8 inches annually . The maximum net annual evaporation loss from the 7W Pond is 7.38 acre-feet , which is assumed to be mo¾ consumptive . c. Replacements. -mainstem call . When the Augmented Structures are out- of-priority as against a valid downstream call on the Colorado River mainstem, the net out-of- priority stream depletions resulting from diversions by the Augmented Structures will be fully replaced , by exchange, with releases pursuant to the contract with the River District , and/or as necessary, by releases of water stored in the 7W Pond . d . Replacements -tributary call. When the foregoing water rights are out-of- priority as against a valid downstream call on Riland Creek or Sweetwater Creek, the net out-of- priority stream depletions resulting from diversions by the Augmented Structures will be fully replaced by the 7W Pond . Specifically , at times of a valid downstream call on Riland Creek or Sweetwater Creek, the Applicant shall replace its out-of-priority depletions with releases of water from the 7W Pond , or shall curtail its out-of-priority diversions . e. Measurement and accounting . Applicant shall install measuring devices , provide accounting for diversions of the Augmented Structures, and supply calculations of depletions and replacements made pursuant to this plan for augmentation , as may be required by the Division Engineer. The Applicant shall file an annual report with the Division Engineer by November 15Lh of each year summarizing depletions and replacements made under this plan . The Applicant shall identify a contact person that shall be responsible for ensuring that the terms and conditions of this Decree are met. 12. Appropriative rights of exchange. As a component of the Applicant's plan for augmentation, Applicant has appropriated the following rights of exchange : a . Upstream termini . The upstream termini of the appropriative rights of exchange utilizing the River District Contract Water are the AL1gmented Structures ' uppermost points of depletion to the headwaters of Riland Creek, located in the NE ¼ of Section 28, Township 3 South , Range 87 West , 6th P .M, at a point approximately 2500 feet from the East line and 90 feet from the North line of said Section 28. b . Downstream termini . With respect to releases from Wolford Mountain Reservoir, the downstream terminus of thee change is the confluence of Sweetwater Creek and the Colorado River, in the SE ¼ NE¼ of Section 9, Township 4 South , Range 86 West , 6th P.M., Eagle County , Colorado, at a point 800 feet from the East section line and 1545 from the North section line of said Section 9 . With respect to releases from Ruedi Reservoir, the downstream terminus of the exchange is the confluence of the Colorado River and the Roaring Fork River, in Section 9, Township 6 South, Range 89 West , 6th P ,M ., Garfield County , Colorado , WATER RIGHTS DECREE - 2009 Case No. 0SCW238 Decree of the Water Court 7W G uest Ranch_ LLC Page 9of14 c. Rate. The rate of exchange will be up to 1.0 c.f.s ., conditional d Dates of appropriation. i. The date of initiation of the appropriative rights of the exchange as to the 7W Pond as the upper terminus is November 16 , 2006, on which date there was a concurrence of intent to appropriate and overt acts in furtherance of such intent, including, without limitation , field investigations by a water resources engineer and the filing of the Applicant 's First Amended and Restated Application . ii . The date of ini tiation of the appropriative rights of the exchange as to the Beard Spring and Mills Spring as the upper termini is December 13 , 2005, on which date there was a concurrence of intent to appropriate and overt acts in furtherance of such intent , including, without limitation, the filing of the origina] application . e. Transit losses . Transit losses of approximately 5 percent for augmentation and exchange releases from Wolford Mountain Reservoir and/or Ruedi Reservoir may be assessed in the operation of the Applicant s plan for augmentation; however, the foregoing transit los s rate is for the purposes of evaluating the adequacy of the plan, and actual transit losses will be determined at the time releases are made and may be modified per§§ 37-80-102(7) & 37 -83-10 4, C .R.S., as determined necessaty by the Division Engineer_ f. Notice. Applicant shall notify and obtain approval of the Division Engineer or Water Commissioner prior to operating the exchange decreed herein. 13 . Tenns and conditions . Applicant 's use of the water rights adjudicated and augmented pursuant to this Decree shall be subject to the following additional terms and conditions: a . Curtailment by State Engineer. Pursuant to §37-92-305(8), C .R,S ,, State Engineer shall curtail all out-of-priority diversions , the depletions from which are not so replaced as to prevent inj uty to vested water rights , b . Applicant 's plan for augmentation is sufficient to permit the continuation of diversions when curtailment would otherwise be required to meet a va lid senior ca ll for water to the extent that App licant shall provide replacement water necessary to meet lawful requirements of a senior di verter at the time and location and to the extent the senior would be deprived of his or her lawful entitlement by Applicant's diversions . c. CWCB instream flow right. At times when the Colorado Water Conservation Board has placed a call for its in stream flow water right on Sweetwater Creek WATER RIGHTS DECREE - 2009 Case No. 0SCW238 Decree oft he Water Court 7W G uest Ranch_ LLC Page 10 of 14 decreed in Case No. 80CW313 , District Court, Water Division No . 5, for 18 c.f.s ., the Applicant shall replace its out-of-priority depletions with releases of water from the 7W Pond , or shall curtai l its out-of-priority diversions . Further, the plan for augmentation adjudicated herein shall not be implemented unless the 7W Pond is authorized by the State Engineer to maintain the reservoir at a level resulting in a storage capacity of at least 8 acre-feet, and the 7W Pond is capable delivering stored water to Ri land Creek, a tributary of Sweetwater Creek. Notwithstanding the foregoing, use of the Mills Spring for domestic, fire fighting, stock watering and irrigation uses , having a previously adjudicated appropriation date of December 31 1952 , constitute a "practice in e istence" for the purposes of§ 37-92-102(3)(b ), C .R. . d . River District Contract. Use of the River District Contract Water in the plan for augmentation described above is conditioned on existence of a valid contract between the Applicant ( or 1 ts successors) and the River District. e. Windance Ranch Stipulation . Windance Ranch LLC owns 5.0 cfs of the 7,5 cfs decreed to the Horse Meadow Ditch as Priority No. 205 in Civil Action No. 466, on December 9 , 1907, with an appropriation date of July 26 , 1906, for in-igation uses . Windance 's interest in the Horse Meadow Ditch was changed in Case No . 91CW257 , District Court, Water Division No. 5, to allow alternate points of diversion through the Four Creek Ditch, which Four Creek Ditch crosses the 7W Guest Ranch property below the Beard Spring and above the 7W Pond . Accordingly , if Windance places a lawful call pursuant to its interest in the Horse Meadow Ditch Priority No . 205 through the Four Creek Ditch , then Applicant shall curtail diversions from the Beard Spring, as the out-of-priority depletions associated with the Beard Spring can not be replaced to the Four Creek Ditch structure by operation of the plan for augmentation approved herein . Such curtai lment of the Beard Spring shall not be required for Windance water rights in the Four Creek Ditch which are junior to the Beard Spring. 14 . o Injury. The augmentation plan adjudicated herein will not result in injury to any vested water rights or decreed conditional water rights , provided that the operation of the subject augmentation plan, including exchange, is made in compliance with the terms and conditions described herein. See §37-92-305(3), C.R.S. The water to be provided for augmentation is of a quality and quantity so as to meet the requirements for which the water has been used by senior downstream appropriators, and therefore meets the requirements of §37-92- 305(5), C .R .S. II. CONCLUSIO S OF LAW 15 . Application . The App lication , as amended, is one contemplated by law. See§ 37-92-302, C.R.S. WATER RIGHTS DECREE - 2009 Case No. OSCW238 Decree oft he Water Court 7W G uest Ranch_ LLC Pa_gc 11 of 14 16 . Statutory authorization. The Application for water rights and plan for augmentation, including exchange, described herein is , as a matter of law, permissible and authorized by statute _ See e .g., §§ 37-92-103, -302, and -305 , C .R.S 17 , Terms and conditions are adequate , The tenns and conditions as set forth in this Decree are adequate to prevent injury to the vested rights of others , including the owners of, or persons entitled to use, water under a vested water right or decreed conditional water ti ght. See §§ 37-92-305(3), ( 4) and (8), C.R .S. 18 . Administration . The plan for augmentation , including exchange , described above is capable of administration by the State water officials . 19. Jurisdiction , The Water Court has jurisdiction over this proceeding . See§ 37-92- 203 , C.R.S . 20 . Can and will. AppLicant can and will develop the conditional water right adjudicated here in with diligence and within a reasonable time . See§ 37-92-305 (9){b), C.R. IIL JUDGMENT AND DECRE.E The foregoing Findings of Fact and Conclusions of Law are incorporated in this Decree by this reference, and the Application is hereby granted , subject to the terms and conditions set forth herein. 21. Adjudication of water right. The Court hereby confirms and decrees the conditional water right described in Section l.B., above. for the 7W Pond. 22. Upon filing an Application to make this storage right absolute, along with the application , Applicant shall submit evidence that inflows to the pond can be passed by gravity flow , or by such other delivery system acceptable to t he State, and evidence that Applicant is in compliance with Colorado law regarding dam safety. 23 . If at any t ime, groundwater is exposed , Applicant shall backfill the ponds until such time as groundwater rights and a well permit can be obtained pursuant to C .R.S . § 37-90- 137 or the ponds are lined pursuant to the State Engineer's guidelines dated A ugust 1999 . 24. Approval of augmentation plan . The Cou1t hereby approves the plan for augmentation described in Section LC.. above . 25 . Rights of exchange. The Court hereby confums and approves the conditional appropriative rights of exchange described in Par agraph 12 , above . WATER RIGHTS DECREE - 2009 Case No. 0SCWT8 Decree oft he Water Court 7W G uest Ranch , LLC Page 12 of14 26. Upon filing to make the subject exchanges absolute Applicant shall submit evidence that the exchange reaches have surface connectivity or amend the plan for augmentation to allow the operation of the exchanges. 27 . Actual location of Mills Spring . The Court confirms the actual location of the Mills Spring, as described in Paragraph 8 .b .ii ., above . 28. Integrated structures. All of the water diversion and storage structures described herein and located at the Ranch are integrated structures for purposes of reasonable diligence findings. 29. State and Division Engineers. The State and Division Engineers shall administer the water rights as set forth herein in accordance with this Decree and priority administration under Colorado law . 30 . Priority of Administration . A. The Application was filed in the Water Court in the year 2005, and the appropriative rights of exchange adjudicated herein to the Beard Spring and Mills Spring as upper tern1ini shall be administered as having been filed in that year and shall be junior to all priorities having been filed in previous years . As between all rights ft led in the same calendar year, priority shall be determined by historical dates of appropriation and not affected by the entry of the decree. B. Applicant's amended Application was filed in the Water Court in the year 2006, and the conditional water rights adjudicated herein for the 7W Pond and appropriative rights of exchange to the 7W Pond shall be adminjstered as having been filed in that year and shall be junior to all priorities having been tiled in previous years. As between all rights filed in the same calendar year, priority shall be determined by historical dates of appropriation and not affected by the entry of this Decree . 31 . Continuing jurisdiction . Pursuant to§ 37-92-304(6), C.R.S ., the Court shall retain contjnuing jurisdiction over the plan for augmentation on the question of injury to vested water rights or decreed conditional water rights of others beginning on the date of entry of this decree and ending five (5) years after the date on which (i) the Ranch has operated at a minimum of 75% of full occupancy and (ii) the Pond has been used to provide some or all of the replacements under the plan (irrespective of the occupancy rate at the time of such replacement releasesX Applicant shall file with the Court and serve on all parties in this case, and the Division Engineer, a notice of the date on which both of the foregoing have occurred . Any aggrieved party may request at any time within the period of retained jurisdiction a hearing before the WATER RIGHTS DECREE - 2009 Case No. OSCW238 Decree oft he Water Court 7W G uest Ranch_ LLC Pa_ge 13 of 14 Court for the purpose of recons ideration of the question of injury to vested water rights or decreed conditional water rights. Any such request shall be made by petition to the Court, ser ed on all parties herein and made in good faith, stating with particularity the factual basis upon which it is asse11ed that injury has occurred or will occur. 32 . Diligence . The conditional water rights decreed herein are continued in full force and effect until _______ , 201_. If the Applicant desires to maintain the conditional water rights thereafter, it shall file an application for finding of reasonable diligence on or before that date or make a showing on or before then that the conditional water rights have become absolute water rights by reason of the completion of the appropriations. 33 . Change of ownership . Pursuant to Rule 9 of the Uniform Local Rules for A ll State Water Court Divisions, upon the sale or other transfer of the conditional water rights decreed herein , the transferee shall file with the Division 5 Water Court a notice of transfer which shall state: a . The title and case number of this Case No. 05CW238 , b . The description of the conditional water rights transferred, c. The name of the transferor. d . The name and maiLing address of tlie transferee, and e. A copy of the recorded deed. The owner of the said conditional water rights shall also notify the Clerk of the Division 5 Water Court of any change in mailing address. The Clerk shall place any notice of transfer or change of address in the case file of this Case No . 0SCW23 8 and in the case file (if any) in which the Court first made a finding of reasonable diligence. 34. Fiung. This Decree shall be filed with the Water Clerk and a copy filed with the State Engineer and Division Engineer. Dated : -------- James B. Boyd Water Judge WATER RIGHTS DECREE - 2009 District Cou.n Water Division No. Case No. 05CW238 Decree of the Water Court 7W TUesl Ranch. LLC Pa_ge 14 of14 WATER RIGHTS DECREE - 2009 This documem coosututes .i ruling of the coun and sho\lld be u<!ated as such Court Author izer Comments: A11y reque st for a further finding of rea onablc diligence sl rnll be fil ed in A11gt1st 2015 Transportation Impact Analysis for 7W Ranch 3412 County Road 151 Gypsum, Colorado January 9, 2026 PREPARED FOR: Landwest 345 Colorado Ave #106 Carbondale, CO 81623 Attention: Jon Fredericks PREPARED BY: McDowell Engineering, LLC PO Box 4259 Eagle, CO 81631 970.623.0788 Contact: Kari J. McDowell Schroeder, PE, PTOE Project Number: M1686 ASPEN/ MIXED FOREST MODULAR HOUSE Cose No. 87CW240, --0.~~34 c .f.s /15 gpm) M ANAGfR'S HOUSE...: RV WELL PERMIT NO. 341042 (5) PROPOSED R PROPOSED,,1- GRAVELLOO v,:====~-(4) P OPOSED ES GUEST CABIN #5 ASPEN GROVE 7W Ranch January 9, 2026 Page 2 Statement of Engineering Qualifications Kari J. McDowell Schroeder, PE, PTOE is a Transportation and Traffic Engineer for McDowell Engineering, LLC. Ms. McDowell Schroeder has over twenty-eight years of extensive traffic and transportation engineering experience. She has completed numerous transportation studies and roadway design projects throughout the State of Colorado. Ms. McDowell Schroeder is a licensed Professional Engineer in the State of Colorado and has her certification as a Professional Traffic Operations Engineer from the Institute of Transportation Engineers. 7W Ranch January 9, 2026 Page 3 Table of Contents 1.0 PROJECT DESCRIPTION ................................................................................................... 5 1.1 PROPOSED DEVELOPMENT ...................................................................................................... 6 2.0 EXISTING CONDITIONS ................................................................................................... 8 2.1 ROAD NETWORK ................................................................................................................... 8 2.2 TRAFFIC DATA COLLECTION ..................................................................................................... 8 3.0 PROJECT TRAFFIC ......................................................................................................... 14 3.1 TRIP GENERATION ............................................................................................................... 14 3.2 TOTAL TRAFFIC ................................................................................................................... 21 4.0 TRANSPORTATION IMPACT ANALYSIS .......................................................................... 25 4.1 PERCENTAGE OF ROADWAY IMPACT ........................................................................................ 25 5.0 SUMMARY AND RECOMMENDATIONS ......................................................................... 27 6.0 APPENDIX .................................................................................................................... 28 6.1 REFERENCE DOCUMENTS ...................................................................................................... 28 6.2 INCLUDED DOCUMENTS ........................................................................................................ 28 7W Ranch January 9, 2026 Page 4 Figures and Tables FIGURE 1: VICINITY MAP .................................................................................................................................... 5 FIGURE 2: AREA MAP ........................................................................................................................................ 5 FIGURE 3: SITE PLAN .......................................................................................................................................... 7 FIGURE 4: GARFIELD COUNTY ROADWAY STANDARDS ............................................................................................. 9 FIGURE 5: SUMMARY OF TRAFFIC COUNTS AT SWEETWATER ROAD, WEST OF COLORADO RIVER ROAD ......................... 10 FIGURE 6: SUMMARY OF TRAFFIC COUNTS AT SWEETWATER ROAD, WEST OF CR151 ................................................ 10 FIGURE 7: FHWA VEHICLE CLASSIFICATIONS ....................................................................................................... 12 FIGURE 8: VEHICLE CLASSIFICATION OF TRAFFIC COUNTS AT SWEETWATER ROAD, WEST OF COLORADO RIVER ROAD ...... 12 FIGURE 9: VEHICLE CLASSIFICATION OF TRAFFIC COUNTS AT SWEETWATER ROAD, WEST OF CR151 ............................. 13 FIGURE 10: VEHICLE CLASSIFICATION OF TRAFFIC COUNTS ON SWEETWATER ROAD ................................................... 13 FIGURE 11: SUMMARY OF EXISTING & PROPOSED TRIP GENERATION ...................................................................... 19 FIGURE 12: ANNUAL VIEW OF EXISTING & PROPOSED TRIP GENERATION ................................................................. 20 FIGURE 13: SUMMARY OF PROPOSED ONLY TRIP GENERATION ............................................................................... 20 FIGURE 14: ANNUAL VIEW OF PROPOSED ONLY TRIP GENERATION ......................................................................... 21 FIGURE 15: ANNUAL VIEW OF CR151 TOTAL TRAFFIC .......................................................................................... 22 FIGURE 16: ANNUAL VIEW OF CR150 TOTAL TRAFFIC .......................................................................................... 22 FIGURE 17: LOCATION OF CR150 AND CR151 TOTAL TRAFFIC .............................................................................. 23 FIGURE 18: CR150 AND CR151 ROADWAY EXCESS CAPACITY ............................................................................... 23 TABLE 1: EXISTING & PROPOSED LAND USES ......................................................................................................... 6 TABLE 2: DAILY SUMMARY (IN VPD) OF TRAFFIC COUNTS AT SWEETWATER ROAD, WEST OF COLORADO RIVER ROAD ...... 11 TABLE 3: DAILY SUMMARY (IN VPD) OF TRAFFIC COUNTS AT SWEETWATER ROAD, WEST OF CR151 ............................. 11 TABLE 4: PEAK HOUR OBSERVATIONS AT SWEETWATER ROAD, WEST OF COLORADO RIVER ROAD ................................ 11 TABLE 5: PEAK HOUR OBSERVATIONS AT SWEETWATER ROAD, WEST OF CR151 ....................................................... 11 TABLE 6: EXISTING & PROPOSED TRIP GENERATION – EIGHT (8) MONTHS/YEAR OCTOBER 15 TO JUNE 15 ................... 16 TABLE 7: EXISTING & PROPOSED TRIP GENERATION – FOUR (4) MONTHS/YEAR JUNE 15 TO OCTOBER 15 ................... 17 TABLE 8: EXISTING & PROPOSED TRIP GENERATION – SIX (6) DAYS/YEAR BETWEEN JUNE 15 AND OCTOBER 15 ............... 18 TABLE 9: EXISTING & PROPOSED TRIP GENERATION SUMMARY .............................................................................. 19 TABLE 10: SUMMARY OF ANNUAL AVERAGE DAILY TRAFFIC ON CR150 AND CR151 ................................................. 21 TABLE 11: SUMMARY OF CR151 ROADWAY CAPACITY ......................................................................................... 24 TABLE 12: SUMMARY OF CR150 ROADWAY CAPACITY ......................................................................................... 24 TABLE 13: PERCENTAGE OF CR151 ROADWAY IMPACT ......................................................................................... 25 TABLE 14: PERCENTAGE OF CR151 ROADWAY IMPACT WITH EXCESS CAPACITY ........................................................ 25 TABLE 15: PERCENTAGE OF CR150 ROADWAY IMPACT ......................................................................................... 26 TABLE 16: PERCENTAGE OF CR150 ROADWAY IMPACT WITH EXCESS CAPACITY ........................................................ 26 7W Ranch January 9, 2026 Page 5 1.0 Project Description McDowell Engineering has prepared this Transportation Impact Analysis for the 7W Ranch property located at 3412 County Road 151 in unincorporated Garfield County. A vicinity map showing the property is shown in Figure 1, and an area map is shown in Figure 2. Figure 1: Vicinity Map Figure 2: Area Map Property Carbonda le Property CR151 Dotsero 7W Ranch January 9, 2026 Page 6 1.1 Proposed Development The applicant is looking to recognize and allow the continuation of the historical uses of the property, while allowing for certain additional land uses related to an expansion of guest facilities and operations. The site consists of existing residential structures, guest cabins, and accessory buildings on an approximate 218 Acre parcel. A site plan is shown in Figure 3. A list of the existing and proposed land uses can be found in Table 1. Table 1: Existing & Proposed Land Uses Existing Land Use Proposed Land Use 1 Single Family Home 9 RV Park Sites 2 Employee Housing Rooms 150 Guest Special Events 6 Guest Cabins 7W Ranch January 9, 2026 Page 7 Figure 3: Site Plan U.S .F.S. NORTH PARCEL flATlOPSGAltwAYUC ASPEN/MIXED FOREST GUESTCABIN'6 ~ H:T:~::::~~/4// ERINGAREA1// i, •-.. aCNIC EA~o •, I '• MIUSSPRIN I C-No •1CW1.-0,'0~~,cr.s(1$fPl"Jy MANAG(~'S HOUSE I '•. If V(m 'lf >ERM" NO , .. ,,, ' !! F ,, METES & BOUNDS PARCEL 1 ,·. I I I I I I I I I I ''ii,,, PART OF SECTION 21, T3S, R87W, 6th P.M . SOUTH PARCEL 218.254 ACRES 3412 CR 151 I I ,., I OPOSED RV SITES ~~~t~~::: s SEO I ASPEN GROVE """"""c;,- L ------ ------------ --• -----~----_I PARCEL 1 WlNOANall.AHCH IWkU,SH-'HNOH&WJIC'r,M:>ONO PART OF SECTION 22, R~~'~C:llc PARCEL4 WIHOAHC(AAHCH NISOftOff,UIISUtA&IA~C,.IC( PARCEL 3 wmo-.NCCAAHCH GIIUN,SC00&.CN1'1£ 7W Ranch January 9, 2026 Page 8 2.0 Existing Conditions 2.1 Road Network Colorado River Road (CR 301) Colorado River Road (Eagle County Road 301) is a 2-lane paved and unpaved roadway that begins north of Dotsero and continues approximately 35 miles to the north following the Colorado River until it intersects CDOT Highway SH 131. Colorado River Road is entirely located within Eagle County, and is classified as a Rural Road, Major Collector. The posted speed limits vary from 25mph to 40mph. In the vicinity of Sweetwater Road (CR 150), the posted speed limit is 25mph. Sweetwater Road (CR 150) Sweetwater Road (CR150) begins at the intersection with Colorado River Road in Eagle County. It continues to the west until it ends near Sweetwater Lake. The portion of Sweetwater Road within Eagle County is unpaved. When Sweetwater Road reaches the county line into Garfield County, it is paved to the lake. Within Eagle County, Sweetwater Road is classified as a Rural Road, Minor Collector. In the vicinity of Garfield County, according to Garfield County Roadway Standards (Figure 4), Sweetwater Road functions as a Secondary Access based upon traffic count data obtained in Section 2.2. and based upon existing roadway counts taken by Garfield County in 20194. Sweetwater Cow Camp Road (CR 151) Sweetwater Cow Camp Road (CR 151) begins approximately 0.7 mile west of the Garfield County line on Sweetwater Road, and runs to the south and then west for a length of approximately 2.8 miles to the entrance to the subject property, and the junction with CR151A, Lake Creek Road. CR 151 then heads south for another 0.7 miles and effectively dead ends on the subject property. Sweetwater Cow Camp Road functions as a Secondary Access based upon traffic count data obtained in Section 2.2. and based upon existing roadway counts taken by Garfield County in 20194. 2.2 Traffic Data Collection Seventy-Two hour (72 hr.) continuous traffic data was collected at two locations beginning on Tuesday, November 5, 2025 through Thursday, November 7, 2025. Data was summarized into one-hour bins. Figure 5 and Figure 6 shows the existing traffic counts. Traffic count data is included in the Appendix of the report. 7W Ranch January 9, 2026 Page 9 Figure 4: Garfield County Roadway Standards Seasonal Adjustments: Many roadways see a seasonal variation in traffic volumes. This is generally due to factors such as recreational uses, access to public lands, construction and maintenance activities, and properties that are only utilized for vacation and recreational purposes. Seasonal Adjustment Factors were applied for the traffic data collected. A value of 1.21 was applied to the peak hourly data, and a value of 1.07 was applied to the average daily traffic to convert it to an annual average daily traffic volume. The factors use CDOT’s OTIS5 online portal for data acquisition for adjacent continuous counter data along I-70. The data is then adjusted to compensate for regional differences between through traffic observed along I-70 and local residential traffic observed along Sweetwater Road. Seasonal Adjustment factor calculations are provided in the Appendix for reference. Average Daily Traffic: Table 2 and Table 3 summarize the existing traffic counts on Sweetwater Road for the three-day counting period. On average, at the beginning of Sweetwater Road near Colorado River Road, the average daily traffic was 370 vehicle trips per day (vpd). At the intersection of CR 151, the average daily traffic was 101 vehicle trips per day (vpd). Sweetwater Cow Camp Road (CR 151) had an average daily traffic of 226 vehicle trips per day in 2019, per Garfield County traffic counts. After seasonal adjustments, this site has an annual average daily traffic of 203 vpd. Traffic count data is included in the Appendix of the report. Table 7-107 : Roadway Standards -Major Minor Secondary Rural Access Semi Primitive/ Public Land Collector Collector Access Primitive Driveway Access Desig n ca pa city (ADT) 2501+ 401 -2500 201-400 101 -200 21-100 0 -20 No Access t o DU Minimum ROW Widt h 80 60 so 50 40 15 to 30 1 30 (Feet) lane Width (Feet) 12 12 11 11 8 Single Lane Sing le La ne 12 12 Should er Width {F eet ) 8 6 6 4 6 M in. Pa ved 4 Min. Paved 4 Min. Pave d 2 Min. Paved 2 0 0 Dit ch W idth ( Feet) 10 10 6 6 4 3 i 0 Cro ss Slo pe 2% 2% 2% 2% Chip/Seal 2% Chip/Seal 2% n/a 3% Grave l 3% Gravel Shoulder Slope 3% 3% 5% 5% 5% n/a n/a Desig n Spe ed 35 mph 35 mph n/a n/a n/a n/a n/a M inimum Rad ius {F eet) 425 185 80 80 50 40 n/a Maxim um % Grade 8% 8% 10% 12% 12% 12% 12% Surfa ce Asphal t or Chip/Sea l Chip/Seal or Grave l Gravel Native n/a Chi p/Se al Grave l Material 1 A s determined adequate in an engineering review. Primitive road shall be dedicated ROW, driveway can be dedicated as either an easement or ROW. 2 If determined n ecessary for adequ ate drainage. 3 Accessory Dwelling Units an d B u ilding Permits for Si ngle Family Homes shall be exempt from these standards u nless associated with a new subdiv ision application. 7W Ranch January 9, 2026 Page 10 Figure 5: Summary of Traffic Counts at Sweetwater Road, west of Colorado River Road Figure 6: Summary of Traffic Counts at Sweetwater Road, west of CR151 0 5 10 15 20 25 30 35 40 45 50 12 A M 2 A M 4 A M 6 A M 8 A M 10 A M 12 P M 2 P M 4 P M 6 P M 8 P M 10 P M 12 A M 2 A M 4 A M 6 A M 8 A M 10 A M 12 P M 2 P M 4 P M 6 P M 8 P M 10 P M 12 A M 2 A M 4 A M 6 A M 8 A M 10 A M 12 P M 2 P M 4 P M 6 P M 8 P M 10 P M 4-Nov 5-Nov 6-Nov Ho u r l y V o l u m e ( v p h ) Westbound Eastbound 0 5 10 15 20 25 30 35 40 45 50 12 A M 2 A M 4 A M 6 A M 8 A M 10 A M 12 P M 2 P M 4 P M 6 P M 8 P M 10 P M 12 A M 2 A M 4 A M 6 A M 8 A M 10 A M 12 P M 2 P M 4 P M 6 P M 8 P M 10 P M 12 A M 2 A M 4 A M 6 A M 8 A M 10 A M 12 P M 2 P M 4 P M 6 P M 8 P M 10 P M 4-Nov 5-Nov 6-Nov Ho u r l y V o l u m e ( v p h ) Westbound Eastbound I I I I I I . I . . I I I I I I I I I I • • I I I I I I I I I I . . . . . ■ ■ ■ ■ I I I . . I • I • . 7W Ranch January 9, 2026 Page 11 Table 2: Daily Summary (in vpd) of Traffic Counts at Sweetwater Road, west of Colorado River Road Date Eastbound (vpd) Westbound (vpd) Total (vpd) Total (with SAF) (vpd) 4-Nov 218 224 442 473 5-Nov 170 173 343 367 6-Nov 152 173 325 348 Daily Average 180 190 370 396 Table 3: Daily Summary (in vpd) of Traffic Counts at Sweetwater Road, west of CR151 Date Eastbound (vpd) Westbound (vpd) Total (vpd) Total (with SAF) (vpd) 4-Nov 47 47 94 101 5-Nov 46 44 90 96 6-Nov 56 64 120 128 Daily Average 50 52 101 108 Table 4: Peak Hour Observations at Sweetwater Road, west of Colorado River Road Type Time EB Volume (vph) WB Volume (vph) Total Volume (vph) Total Volume w/ SAF (vph) Morning (AM) Peak Hour November 4, 7am-8am 15 29 44 53 Afternoon/Evening (PM) Peak Hour November 4, 4pm-5pm 25 22 47 57 Table 5: Peak Hour Observations at Sweetwater Road, west of CR151 Type Time EB Volume (vph) WB Volume (vph) Total Volume (vph) Total Volume w/ SAF (vph) Morning (AM) Peak Hour November 6, 10am-11am 6 5 11 13 Afternoon/Evening (PM) Peak Hour November 5, 4pm-5pm 9 10 19 23 Peak Hour Operations: Table 4 and Table 5 summarize the peak hour operations that occurred along Sweetwater Road. These peaks are shown graphically in Figure 5 and Figure 6 respectively. 7W Ranch January 9, 2026 Page 12 Figure 7: FHWA Vehicle Classifications Figure 8: Vehicle Classification of Traffic Counts at Sweetwater Road, west of Colorado River Road 4-Nov 5-Nov 6-Nov Class_Light (1 to 3)52.7%63.0%72.0% Class_Heavy (4 to 13)47.3%37.0%28.0% 0.0% 25.0% 50.0% 75.0% 100.0% 1. Motorcycles 2 axle,s . 2 or 3 !Ires 4J ■ ■ FHWA Vehicle Classifications 2. Passenger Cats 2 ax.le&. can have 1-or 2-oxle tra.J le,s 11 . Multi-Trailer 5 or Less-A.x le Trucks 6 0< loss ax les. o,u lt lplo trailers 13. Mu lti-Tra ile r 7 or More-A.x.le Tnicks 7 01 rm,ne we.loo. mu ltrµle halkma 4. Buses 2 or 3 ai<les . lull lenglh 12. Multi-Trailer 6-Axle Trucks 6 axles. mu lt lp lo trailers 7W Ranch January 9, 2026 Page 13 Figure 9: Vehicle Classification of Traffic Counts at Sweetwater Road, west of CR151 Figure 10: Vehicle Classification of Traffic Counts on Sweetwater Road Vehicle Classification: Figure 7 graphically depicts FHWA’s Vehicle Classifications. Classes 1 through 3 are considered light vehicles, and classes 4 through 13 are considered heavy vehicles. As shown in Figure 8, Figure 9, and Figure 10, heavy vehicles averaged 38% near Colorado River Road and 24% near CR 151. Based upon the counts, the percentage of heavy vehicles is considerably higher than previous traffic counts and other counts observed in the region. Examples of these counts include: • I-70: 14% to 15% heavy trucks (CDOT OTIS Data) • Edwards Area: 6.8% heavy trucks (EMD Transportation Master Plan) • Sweetwater Road: 5.13% heavy trucks (Garfield County Comp Plan, 2018 counts) Anecdotally, it was reported that a significant construction project took place during the week in which traffic counts were recorded. This factor may account for the notably higher proportion of heavy vehicles observed. 4-Nov 5-Nov 6-Nov Class_Light (1 to 3)76.6%76.7%75.8% Class_Heavy (4 to 13)23.4%23.3%24.2% 0.0% 25.0% 50.0% 75.0% 100.0% 683, 62% 427, 38% West of Colorado River Road Class_Light(1 to 3) Class_Heavy(4 to 13) 232, 76% 72, 24% West of CR 151 Class_Light(1 to 3) Class_Heavy(4 to 13) ■ ■ ■ ■ ■ ■ 7W Ranch January 9, 2026 Page 14 3.0 Project Traffic 3.1 Trip Generation Trip Generation is normally calculated by using the methods presented in the ITE Trip Generation Handbook1, with data provided from the ITE Trip Generation Manual2. This established method is typically accepted by CDOT, Garfield County, and most other jurisdictions. The trip generation analyses three different times as follows: • AM Peak Hour. Morning (AM) Peak Hour trip generation is measured in vehicle trips per hour (vph) and consists of the highest 60 minute period that occurs during the morning hours of operation. • PM Peak Hour. Afternoon (PM) Peak Hour trip generation is measured in vehicle trips per hour (vph) and consists of the highest 60 minute period that occurs during the afternoon/evening hours of operation. • Saturday Peak Hour. Saturday (SAT) Peak Hour trip generation is measured in vehicle trips per hour (vph) and consists of the highest 60 minute period that occurs on a Saturday. • Average Weekday, Average Saturday. Daily trip generation is measured in vehicle trips per day (vpd) and consists of the anticipated daily trips that will occur over a 24 hour period. Table 6, Table 7, and Table 8 show the anticipated trip generations for the three conditions as follows: • Table 6 – From October 15 to June 15 (8 months/year) is the “Year Round” Land Use, consisting of one dwelling unit, 2 rooms for employee housing, and 6 guest cabins. These are existing uses currently operating on the site. o During this eight-month window, only the existing land uses are operational. These existing uses are anticipated to generate 44 vehicle trips per day (vpd) on a weekday and 44 vpd on a Saturday. The morning peak is anticipated to generate 8vph for the AM peak hour, consisting of 4vph inbound and 4vph outbound. The PM peak hour is anticipated to generate 8vph, consisting of 4vph inbound and 4vph outbound. The SAT peak hour is anticipated to generate 9vph, consisting of 5vph inbound and 4vph outbound. • Table 7 – From June 15 to October 15 (4 months/year) is the proposed “Summer Season”, consisting of the existing land use as shown in Table 6 with the addition of 9 RV sites. o During this four-month window, the existing land uses are operational as mentioned above, as well as the RV site. The combination of the existing uses and the summer season are anticipated to generate 71 7W Ranch January 9, 2026 Page 15 vehicle trips per day (vpd) on a weekday and 71 vpd on a Saturday. The morning peak is anticipated to generate 12vph for the AM peak hour, consisting of 6vph inbound and 6vph outbound. The PM peak hour is anticipated to generate 11vph, consisting of 6vph inbound and 5vph outbound. The SAT peak hour is anticipated to generate 17vph, consisting of 10vph inbound and 7vph outbound. • Table 8 – Six (6) days per year between June 15 and October 15 for “Summer Season Events.” This includes the land uses from Table 7 with the addition of these six days per year. These six events are likely to occur on weekends, and for the purpose of this study, these events were assumed to occur on Saturdays. o On six days per year, a summer season event will occur with the existing land uses are operational as mentioned above, and the RV site. The combination of these existing uses and the summer season are anticipated to generate 71 vehicle trips per day (vpd) on a weekday and 235 vpd on a Saturday. The morning peak is anticipated to generate 12vph for the AM peak hour, consisting of 6vph inbound and 6vph outbound. The PM peak hour is anticipated to generate 11vph, consisting of 6vph inbound and 5vph outbound. The SAT peak hour is anticipated to generate 80vph, consisting of 55vph inbound and 25vph outbound. 7W Ranch January 9, 2026 Page 16 Table 6: Existing & Proposed Trip Generation – Eight (8) Months/Year October 15 to June 15 Notes: 1 Values obtained from Trip Generation, 11th Edition, Institute of Transportation Engineers, September 2021. 2 DU = Dwelling Units, kSF = 1,000 Square Feet 3 Fitted curve equations from ITE Land Uses - Equation Type A is T = a * X + b, Equation Type B is Ln(T) = a * Ln(X) + b, Rate is T = a * X 4 Uses Rates derived from RV Site Counts obtained by McDowell Engineering, June 2016 (Attached in Appendix) 5 Uses CDOT Wedding venue trip generation and trip distribution, 2018 (Attached in Appendix) ITE Code1 Eq. Coef Av g . W e e k d a y Av g . S a t u r d a y AM P e a k H o u r PM P e a k H o u r Sa t . P e a k H o u r Tr i p s ( V P D ) Tr i p s ( V P D ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) Type Rate Rate Rate Rate Rate 1 DU a=9.43 9.48 0.75 0.99 0.92 10 10 26%1 74%1 64%1 36%1 54%1 46%1 b= Type Rate Rate Rate Rate Rate 2 Rooms a=3.35 3.35 0.40 0.41 0.49 7 7 41%1 59%1 55%1 45%1 56%1 44%1 b= Type Rate Rate Rate Rate Rate 8 Rooms a=3.35 3.35 0.40 0.41 0.49 27 27 41%2 59%2 55%2 45%2 56%3 44%2 b= 44 44 4 4 4 4 5 4 44 44 4 4 4 4 5 4Total Trips (Existing) 8 8 9 Units 2 Existing Land Use - Year Round #210 - Single-Family Detached Housing (Manager's House) Av e r a g e Sa t u r d a y Existing Trips 8 8 9 #320 - Motel (1 Employee Housing) #320 - Motel (6 Guest Cabins) Inbound Outbound Inbound Outbound Inbound OutboundITE Trip Generation Equation 3 Av e r a g e We e k d a y Morning Peak Hour Evening Peak Hour Saturday Peak Hour 7W Ranch January 9, 2026 Page 17 Table 7: Existing & Proposed Trip Generation – Four (4) Months/Year June 15 to October 15 Notes: 1 Values obtained from Trip Generation, 11th Edition, Institute of Transportation Engineers, September 2021. 2 DU = Dwelling Units, kSF = 1,000 Square Feet 3 Fitted curve equations from ITE Land Uses - Equation Type A is T = a * X + b, Equation Type B is Ln(T) = a * Ln(X) + b, Rate is T = a * X 4 Uses Rates derived from RV Site Counts obtained by McDowell Engineering, June 2016 (Attached in Appendix) 5 Uses CDOT Wedding venue trip generation and trip distribution, 2018 (Attached in Appendix) ITE Code1 Eq. Coef Av g . W e e k d a y Av g . S a t u r d a y AM P e a k H o u r PM P e a k H o u r Sa t . P e a k H o u r Tr i p s ( V P D ) Tr i p s ( V P D ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) Type Rate Rate Rate Rate Rate 1 DU a=9.43 9.48 0.75 0.99 0.92 10 10 26%1 74%1 64%1 36%1 54%1 46%1 b= Type Rate Rate Rate Rate Rate 2 Rooms a=3.35 3.35 0.40 0.41 0.49 7 7 41%1 59%1 55%1 45%1 56%1 44%1 b= Type Rate Rate Rate Rate Rate 8 Rooms a=3.35 3.35 0.40 0.41 0.49 27 27 41%2 59%2 55%2 45%2 56%3 44%2 b= 44 44 4 4 4 4 5 4 Type Rate Rate Rate Rate Rate 9 RV Sites a=3.02 3.02 0.30 0.30 0.74 27 27 55%2 45%2 64%2 36%1 64%5 36%3 b= 27 27 2 2 2 1 5 3 71 71 6 6 6 5 10 7 17 Proposed New Trips Units 2 Existing Land Use - Year Round #210 - Single-Family Detached Housing (Manager's House) RV Park (in PCEs)4 Proposed Land Use - Summer Season 4 3 8 Av e r a g e Sa t u r d a y Existing Trips 8 8 9 Total Trips (Existing & Proposed) 12 11 #320 - Motel (1 Employee Housing) #320 - Motel (6 Guest Cabins) Inbound Outbound Inbound Outbound Inbound OutboundITE Trip Generation Equation 3 Av e r a g e We e k d a y Morning Peak Hour Evening Peak Hour Saturday Peak Hour 7W Ranch January 9, 2026 Page 18 Table 8: Existing & Proposed Trip Generation – Six (6) Days/Year between June 15 and October 15 Notes: 1 Values obtained from Trip Generation, 11th Edition, Institute of Transportation Engineers, September 2021. 2 DU = Dwelling Units, kSF = 1,000 Square Feet 3 Fitted curve equations from ITE Land Uses - Equation Type A is T = a * X + b, Equation Type B is Ln(T) = a * Ln(X) + b, Rate is T = a * X 4 Uses Rates derived from RV Site Counts obtained by McDowell Engineering, June 2016 (Attached in Appendix) 5 Uses CDOT Wedding venue trip generation and trip distribution, 2018 (Attached in Appendix) ITE Code1 Eq. Coef Av g . W e e k d a y Av g . S a t u r d a y AM P e a k H o u r PM P e a k H o u r Sa t . P e a k H o u r Tr i p s ( V P D ) Tr i p s ( V P D ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) % T r i p s Tr i p s ( v p h ) Type Rate Rate Rate Rate Rate 1 DU a=9.43 9.48 0.75 0.99 0.92 10 10 26%1 74%1 64%1 36%1 54%1 46%1 b= Type Rate Rate Rate Rate Rate 2 Rooms a=3.35 3.35 0.40 0.41 0.49 7 7 41%1 59%1 55%1 45%1 56%1 44%1 b= Type Rate Rate Rate Rate Rate 8 Rooms a=3.35 3.35 0.40 0.41 0.49 27 27 41%2 59%2 55%2 45%2 56%3 44%2 b= 44 44 4 4 4 4 5 4 Type Rate Rate Rate Rate Rate 9 RV Sites a=3.02 3.02 0.30 0.30 0.74 27 27 55%2 45%2 64%2 36%1 64%5 36%3 b= Type Rate Rate Rate Rate Rate 150 Guests a=0.00 0.55 0.00 0.30 0.30 0 82 0%0 0%0 0%0 0%0 100% 45 0%0 b= Type Rate Rate Rate Rate Rate 150 Guests a=0.00 0.55 0.00 0.30 0.12 0 82 0%0 0%0 0%0 0%0 0%0 100% 18 b= 27 191 2 2 2 1 50 21 71 235 6 6 6 5 55 25 Special Event5 (max 6 events/year) (Inbound) 80 Proposed New Trips Units 2 Existing Land Use - Year Round #210 - Single-Family Detached Housing (Manager's House) RV Park (in PCEs)4 Proposed Land Use - Summer Season Proposed Land Use - Summer Season Events Special Event5 (max 6 events/year) (Outbound) 4 3 71 Av e r a g e Sa t u r d a y Existing Trips 8 8 9 Total Trips (Existing & Proposed) 12 11 #320 - Motel (1 Employee Housing) #320 - Motel (6 Guest Cabins) Inbound Outbound Inbound Outbound Inbound OutboundITE Trip Generation Equation 3 Av e r a g e We e k d a y Morning Peak Hour Evening Peak Hour Saturday Peak Hour 7W Ranch January 9, 2026 Page 19 Table 9: Existing & Proposed Trip Generation Summary Timeframe Existing Traffic Average Weekday (vpd) Proposed Traffic Average Weekday (vpd) Existing Traffic Average Weekend (vpd) Proposed Traffic Average Weekend (vpd) October 15 to June 15 (8 months/year) is the “Year Round” Land Use 44 0 44 0 June 15 to October 15 (4 months/year) is the proposed “Summer Season” 44 27 44 27 Six (6) days per year between June 15 and October 15 for “Summer Season Events.” 44 27 44 191 Figure 11 shows the summary of the existing and proposed trip generation from the above mentioned trip generation tables. The daily traffic in vehicle trips per day (vpd) consists of 44vpd for the “Year Round” existing land use to 235vpd for the “Summer Season Events.” Figure 12 shows an annual view of the anticipated existing and proposed daily traffic. On an average annual daily traffic basis, 56vpd are anticipated for this land use. Figure 11: Summary of Existing & Proposed Trip Generation * Special Event is allowed maximum 6 events per calendar year, therefore, this volume will only be realized 6 times per calendar year. 44 71 71 44 71 235 * 0 50 100 150 200 250 8 Months/Year (October 15-June 15) Table 5 4 Months/Year (June 15-October 15) Table 6 6 Days/Year (Between June 15 and October 15) Table 7 Da i l y T r a f f i c ( V e h i c l e T r i p s p e r D a y ) Average Weekday Average Saturday■ ■ 7W Ranch January 9, 2026 Page 20 Figure 12: Annual View of Existing & Proposed Trip Generation * Special Event is allowed maximum 6 events per calendar year, therefore, this volume will only be realized 6 times per calendar year. Figure 13 shows the summary of proposed only trip generation from the above mentioned trip generation tables. The proposed only daily traffic in vehicle trips per day (vpd) consists of 0vpd for the “Year Round” existing land use to 191vpd for the “Summer Season Events.” Figure 13: Summary of Proposed Only Trip Generation 44 71 235 *235 * 71 44 0 50 100 150 200 250 1- J a n 22 - J a n 12 - F e b 5- M a r 26 - M a r 16 - A p r 7- M a y 28 - M a y 18 - J u n 9- J u l 30 - J u l 20 - A u g 10 - S e p 1- O c t 22 - O c t 12 - N o v 3- D e c 24 - D e c Da i l y T r a f f i c ( V e h i c l e T r i p s p e r D a y ) Annual Average Daily Traffic 56vpd (Existing & Proposed) 0 27 27 0 27 191 * 0 50 100 150 200 250 8 Months/Year (October 15-June 15) Table 5 4 Months/Year (June 15-October 15) Table 6 6 Days/Year (Between June 15 and October 15) Table 7 Da i l y T r a f f i c ( V e h i c l e T r i p s p e r D a y ) Average Weekday (Proposed Only)Average Saturday (Proposed Only) --- ■ ■ 7W Ranch January 9, 2026 Page 21 Figure 14: Annual View of Proposed Only Trip Generation Figure 14 shows an annual view of the anticipated proposed only daily traffic. On an average annual daily traffic basis, 12vpd are anticipated for this proposed only land use. 3.2 Total Traffic When the Background Traffic on Sweetwater Road (CR150) and Sweetwater Cow Camp Road (CR151) is combined with the proposed trip generation traffic, the total traffic can be calculated along the roadways. Table 10: Summary of Annual Average Daily Traffic on CR150 and CR151 Description Annual Average Daily Traffic CR151 Background Traffic 203 vpd Project Generated Annual Average Daily Traffic 12 vpd CR151 Total Traffic 215 vpd CR150 Background Traffic 108 vpd CR150 Total Traffic 323 vpd Figure 15 shows the summary of the total traffic for CR151. The annual average daily traffic volume is 215vpd on CR151 where it begins. Figure 16 shows the total traffic for CR150 at the Garfield/Eagle County line. The annual average daily traffic volume is 323vpd on CR151 where it crosses the Garfield/Eagle County line. 27 191 *191 * 27 0 50 100 150 200 250 1- J a n 22 - J a n 12 - F e b 5- M a r 26 - M a r 16 - A p r 7- M a y 28 - M a y 18 - J u n 9- J u l 30 - J u l 20 - A u g 10 - S e p 1- O c t 22 - O c t 12 - N o v 3- D e c 24 - D e c Da i l y T r a f f i c ( V e h i c l e T r i p s p e r D a y ) Annual Average Daily Traffic 12vpd (Proposed Only) 7W Ranch January 9, 2026 Page 22 Figure 15: Annual View of CR151 Total Traffic Figure 16: Annual View of CR150 Total Traffic 0 50 100 150 200 250 300 350 400 450 500 550 1- J a n 15 - J a n 29 - J a n 12 - F e b 26 - F e b 12 - M a r 26 - M a r 9- A p r 23 - A p r 7- M a y 21 - M a y 4- J u n 18 - J u n 2- J u l 16 - J u l 30 - J u l 13 - A u g 27 - A u g 10 - S e p 24 - S e p 8- O c t 22 - O c t 5- N o v 19 - N o v 3- D e c 17 - D e c 31 - D e c Da i l y T r a f f i c ( V e h i c l e T r i p s p e r D a y ) CR151 Background Project Generated Traffic (Proposed Only) CR151 Annual Average Daily Traffic 203vpd Project Generated Annual Average Daily Traffic 12vpd CR151 Total Annual Average Daily Traffic 215vpd 0 50 100 150 200 250 300 350 400 450 500 550 1- J a n 13 - J a n 25 - J a n 6- F e b 18 - F e b 2- M a r 14 - M a r 26 - M a r 7- A p r 19 - A p r 1- M a y 13 - M a y 25 - M a y 6- J u n 18 - J u n 30 - J u n 12 - J u l 24 - J u l 5- A u g 17 - A u g 29 - A u g 10 - S e p 22 - S e p 4- O c t 16 - O c t 28 - O c t 9- N o v 21 - N o v 3- D e c 15 - D e c 27 - D e c Da i l y T r a f f i c ( V e h i c l e T r i p s p e r D a y ) CR150 Background CR151 Background Project Generated Traffic (Proposed Only) Project Generated Annual Average Daily Traffic 12vpd CR151 Annual Average Daily Traffic 203vpd CR150 Total Annual Average Daily Traffic 323vpd CR150 Annual Average Daily Traffic 108vpd ■ ■ ■ ■ ■ 7W Ranch January 9, 2026 Page 23 Figure 17: Location of CR150 and CR151 Total Traffic Figure 17 shows locations of where the CR150 and CR151 total traffic locations are with relation to the Garfield County line. Figure 18: CR150 and CR151 Roadway Excess Capacity CR151 Roadway Capacity In ADT CR150 Roadway Capacity In ADT 185, 46%203, 51% 12, 3% Excess Capacity CR151 Background Project Generated 77, 19% 203, 51% 108, 27% 12, 3% Excess Capacity CR151 Background CR150 Background Project Generated Site CR150 Total Traffic Location 323vpd CR151 Total Traffic Location 215vpd Eagle/Garfield County Line CR151 ■ ■ ■ ■ ■ ■ ■ 7W Ranch January 9, 2026 Page 24 Figure 18 shows the excess capacity that is available for both CR150 and CR151 based upon the Garfield County Roadway Standards (Figure 4)for a Secondary Access Roads. The Secondary Access Roadway has a Design Capacity of up to 400 ADT. Table 11 and Table 12 show the breakdown of the background traffic and project generated traffic for each of the roadway segments. The Excess Capacity represents the difference between the Secondary Access Roadway Design Capacity (of 400 ADT) and the sum of the background and project generated traffic. Table 11: Summary of CR151 Roadway Capacity Description Annual Average Daily Traffic CR151 Background Traffic 203 vpd Project Generated Annual Average Daily Traffic 12 vpd Excess Capacity 185 vpd Total for Secondary Access Road 400 vpd Table 12: Summary of CR150 Roadway Capacity Description Annual Average Daily Traffic CR150 Background Traffic 108 vpd CR151 Background Traffic 203 vpd Project Generated Annual Average Daily Traffic 12 vpd Excess Capacity 77 vpd Total for Secondary Access Road 400 vpd 7W Ranch January 9, 2026 Page 25 4.0 Transportation Impact Analysis 4.1 Percentage of Roadway Impact Percentage of Roadway Impact can be calculated with and without the “excess capacity” within the roadway. Based upon these two methods, CR151 has a 6% impact to CR151 based upon its existing background traffic only; and a 3% impact when the “excess capacity” is considered. Table 13 and Table 14 summarize these calculations for CR151. Table 13: Percentage of CR151 Roadway Impact Description Annual Average Daily Traffic Percentage CR151 Background Traffic 203 vpd 94% Project Generated Annual Average Daily Traffic 12 vpd 6% Total for CR151 215 vpd 100% Table 14: Percentage of CR151 Roadway Impact with Excess Capacity Description Annual Average Daily Traffic Percentage CR151 Background Traffic 203 vpd 51% Excess Capacity 185 vpd 46% Project Generated Annual Average Daily Traffic 12 vpd 3% Total for Secondary Access Road 400 vpd 100% 7W Ranch January 9, 2026 Page 26 For CR150, there is a 4% impact to CR150 (which includes the CR151 background traffic) based upon its existing background traffic only; and a 3% impact when the “excess capacity” is considered. Table 15 and Table 16 summarize these calculations for CR150. Table 15: Percentage of CR150 Roadway Impact Description Annual Average Daily Traffic Percentage CR150 Background Traffic 108 vpd 33% CR151 Background Traffic 203 vpd 63% Project Generated Annual Average Daily Traffic 12 vpd 4% Total for CR151 323 vpd 100% Table 16: Percentage of CR150 Roadway Impact with Excess Capacity Description Annual Average Daily Traffic Percentage CR150 Background Traffic 108 vpd 27% CR151 Background Traffic 203 vpd 51% Excess Capacity 77 vpd 19% Project Generated Annual Average Daily Traffic 12 vpd 3% Total for Secondary Access Road 400 vpd 100% 7W Ranch January 9, 2026 Page 27 5.0 Summary and Recommendations The applicant is looking to recognize and allow the continuation of the historical uses of the property, while allowing for certain additional land uses related to an expansion of guest facilities and operations. Traffic Data: Seventy-Two hour (72 hr.) continuous traffic data was collected at two locations on Sweetwater Road/CR150 beginning on Tuesday, November 5, 2025 through Thursday, November 7, 2025. Trip Generation: Trip generation calculations were created for the morning peak hour, evening peak hour, Saturday peak hour, and weekday and Saturday average daily traffic. The site averages a total of 56 vehicle trips per day (vpd) averaged annually, of which 12 vpd averaged annually are proposed trips. These trips are only realized during the summer season between June 15 and October 15. Roadway Impact: Garfield County classifies Sweetwater Road (CR150) and Sweetwater Cow Camp Road (CR151) as a Secondary Access based upon daily counts. The proposed project is anticipated to add 12 vpd to the roadway averaged annually. This additional volume will not change the road classifications. Transportation Recommendations: Based upon the analysis presented in this report, the proposed 7W Ranch project is anticipated to be successfully incorporated in the existing roadway network. 7W Ranch January 9, 2026 Page 28 6.0 Appendix 6.1 Reference Documents 1. Institute of Transportation Engineers, Trip Generation Handbook, 3rd Edition, September 2017 2. Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, September 2021 3. Garfield County Land Used Development Code (LUDC), Article 7 Standards, https://www.garfield-county.com/community-development/files/sites/12/Article-7.pdf 4. Garfield County Road Traffic Counts, https://www.garfield-county.com/road- bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf 5. CDOT OTIS Traffic Data, https://dtdapps.coloradodot.info/otis 6. Eagle County Traffic Counts, https://cms5.revize.com/revize/eagle/Document%20Center/Departments%20&%20Ser vices/Engineering/Traffic%20Count%20Data/Traffic%20Count%20Data%20through%202 021%20for%20Website.pdf?t=202302131012220&t=202302131012220 6.2 Included Documents 1. Traffic Counts 2. Traffic Counts from Garfield County 3. Seasonal Adjustment Factor Calculations Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 - 11/10/2025 Site Code:01 EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 0 0 0 0 0 0 2 2 ------------0 1 1 1:00 AM 0 0 0 0 0 0 0 0 0 ------------0 0 0 2:00 AM 0 0 0 0 0 0 0 1 1 ------------0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 ------------0 0 0 4:00 AM 0 0 0 1 0 1 1 0 1 ------------1 0 1 5:00 AM 2 0 2 2 3 5 4 2 6 ------------3 2 4 6:00 AM 7 11 18 12 9 21 7 9 16 ------------9 10 18 7:00 AM 15 29 44 7 27 34 10 13 23 ------------11 23 34 8:00 AM 10 30 40 12 17 29 3 25 28 ------------8 24 32 9:00 AM 13 17 30 8 8 16 10 16 26 ------------10 14 24 10:00 AM 16 11 27 11 10 21 8 7 15 ------------12 9 21 11:00 AM 18 16 34 8 17 25 9 9 18 ------------12 14 26 12:00 PM 10 12 22 15 5 20 10 12 22 ------------12 10 21 1:00 PM 19 15 34 12 12 24 11 8 19 ------------14 12 26 2:00 PM 15 24 39 10 5 15 18 14 32 ------------14 14 29 3:00 PM 28 8 36 11 12 23 16 8 24 ------------18 9 28 4:00 PM 25 22 47 28 17 45 18 15 33 ------------24 18 42 5:00 PM 25 7 32 25 10 35 18 12 30 ------------23 10 32 6:00 PM 11 9 20 3 9 12 8 7 15 ------------7 8 16 7:00 PM 2 4 6 5 6 11 0 5 5 ------------2 5 7 8:00 PM 0 6 6 0 3 3 1 3 4 ------------0 4 4 9:00 PM 1 2 3 0 2 2 0 3 3 ------------0 2 3 10:00 PM 1 1 2 0 0 0 0 1 1 ------------0 1 1 11:00 PM 0 0 0 0 1 1 0 1 1 ------------0 1 1 Total 218 224 442 170 173 343 152 173 325 ------------180 190 370 Percent 49%51%50%50%47%53%--------49%51% AM Peak 11:00 08:00 07:00 06:00 07:00 07:00 07:00 08:00 08:00 ------------10:00 08:00 07:00 Vol.18 30 44 12 27 34 10 25 28 ------------12 24 34 PM Peak 15:00 14:00 16:00 16:00 16:00 16:00 14:00 16:00 16:00 ------------16:00 16:00 16:00 Vol.28 24 47 28 17 45 18 15 33 ------------24 18 42 1. Mid-week average includes data between Tuesday and Thursday. 11/4/2025 11/5/2025 11/6/2025 11/7/2025 11/8/2025 11/9/2025Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average11/10/2025 1TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com DATA SOLUTIONS Location: Count Direction: Date Range: Site Code: 1 2 3 4 5 6 7 8 9 10 11 12 13 11 114 191 8 108 83 0 0 23 2 0 0 0 2.0%21.1%35.4%1.5%20.0%15.4%0.0%0.0%4.3%0.4%0.0%0.0%0.0% 11 131 225 8 89 82 0 0 23 1 0 0 0 1.9%23.0%39.5%1.4%15.6%14.4%0.0%0.0%4.0%0.2%0.0%0.0%0.0% 22 245 416 16 197 165 0 0 46 3 0 0 0 2.0%22.1%37.5%1.4%17.7%14.9%0.0%0.0%4.1%0.3%0.0%0.0%0.0% FHWA Vehicle Classification Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks Vehicle Classification Report Summary Sweetwater Rd W/O Colorado River Rd Eastbound / Westbound 11/4/2025 to 11/6/2025 01 Total FHWA Vehicle ClassificationDirection Total Volume Eastbound Westbound 1,110 570 540 1 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Eastbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 7 7:00 AM 0 6 6 0 3 0 0 0 0 0 0 0 0 15 8:00 AM 1 2 1 0 1 1 0 0 4 0 0 0 0 10 9:00 AM 0 3 5 0 1 4 0 0 0 0 0 0 0 13 10:00 AM 0 1 3 0 2 5 0 0 5 0 0 0 0 16 11:00 AM 2 3 2 0 3 6 0 0 2 0 0 0 0 18 12:00 PM 1 3 2 0 1 2 0 0 1 0 0 0 0 10 1:00 PM 2 2 5 0 1 7 0 0 2 0 0 0 0 19 2:00 PM 0 3 5 0 3 3 0 0 0 1 0 0 0 15 3:00 PM 1 3 7 1 5 7 0 0 4 0 0 0 0 28 4:00 PM 0 5 9 0 7 4 0 0 0 0 0 0 0 25 5:00 PM 2 4 6 0 6 3 0 0 3 1 0 0 0 25 6:00 PM 0 0 3 0 4 4 0 0 0 0 0 0 0 11 7:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 41 59 1 39 46 0 0 21 2 0 0 0 4.1%18.8%27.1%0.5%17.9%21.1%0.0%0.0%9.6%0.9%0.0%0.0%0.0% Tuesday, November 4, 2025 FHWA Vehicle ClassificationTime Total 218 2 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Westbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 3 5 0 3 0 0 0 0 0 0 0 0 11 7:00 AM 1 5 9 0 6 5 0 0 3 0 0 0 0 29 8:00 AM 2 5 11 1 5 6 0 0 0 0 0 0 0 30 9:00 AM 0 2 4 0 5 0 0 0 5 1 0 0 0 17 10:00 AM 0 2 1 0 2 5 0 0 1 0 0 0 0 11 11:00 AM 3 1 3 0 0 7 0 0 2 0 0 0 0 16 12:00 PM 1 1 3 0 3 3 0 0 1 0 0 0 0 12 1:00 PM 1 3 3 0 3 3 0 0 2 0 0 0 0 15 2:00 PM 0 6 7 0 2 7 0 0 2 0 0 0 0 24 3:00 PM 0 1 3 0 0 3 0 0 1 0 0 0 0 8 4:00 PM 1 7 4 0 1 5 0 0 4 0 0 0 0 22 5:00 PM 0 3 2 0 1 0 0 0 1 0 0 0 0 7 6:00 PM 0 5 4 0 0 0 0 0 0 0 0 0 0 9 7:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 8:00 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 50 65 1 32 44 0 0 22 1 0 0 0 4.0%22.3%29.0%0.4%14.3%19.6%0.0%0.0%9.8%0.4%0.0%0.0%0.0% Tuesday, November 4, 2025 FHWA Vehicle ClassificationTime Total 224 3 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Eastbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 6:00 AM 0 6 4 0 2 0 0 0 0 0 0 0 0 12 7:00 AM 0 1 4 0 2 0 0 0 0 0 0 0 0 7 8:00 AM 0 3 8 0 1 0 0 0 0 0 0 0 0 12 9:00 AM 0 1 2 0 1 4 0 0 0 0 0 0 0 8 10:00 AM 0 3 2 0 1 5 0 0 0 0 0 0 0 11 11:00 AM 0 1 4 0 0 3 0 0 0 0 0 0 0 8 12:00 PM 0 1 4 0 5 5 0 0 0 0 0 0 0 15 1:00 PM 0 2 3 0 1 5 0 0 1 0 0 0 0 12 2:00 PM 0 2 4 0 0 4 0 0 0 0 0 0 0 10 3:00 PM 0 2 5 1 3 0 0 0 0 0 0 0 0 11 4:00 PM 1 5 13 2 4 3 0 0 0 0 0 0 0 28 5:00 PM 0 3 13 0 9 0 0 0 0 0 0 0 0 25 6:00 PM 0 2 0 0 0 0 0 0 1 0 0 0 0 3 7:00 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 5 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 35 69 3 31 29 0 0 2 0 0 0 0 0.6%20.6%40.6%1.8%18.2%17.1%0.0%0.0%1.2%0.0%0.0%0.0%0.0%170Total Wednesday, November 5, 2025 FHWA Vehicle ClassificationTime 4 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Westbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 4 3 0 2 0 0 0 0 0 0 0 0 9 7:00 AM 0 3 12 1 7 4 0 0 0 0 0 0 0 27 8:00 AM 1 0 7 0 4 5 0 0 0 0 0 0 0 17 9:00 AM 0 1 7 0 0 0 0 0 0 0 0 0 0 8 10:00 AM 0 0 4 0 1 5 0 0 0 0 0 0 0 10 11:00 AM 0 6 5 0 2 4 0 0 0 0 0 0 0 17 12:00 PM 0 2 0 0 0 3 0 0 0 0 0 0 0 5 1:00 PM 0 3 3 1 0 5 0 0 0 0 0 0 0 12 2:00 PM 0 0 2 1 0 2 0 0 0 0 0 0 0 5 3:00 PM 1 1 6 0 2 2 0 0 0 0 0 0 0 12 4:00 PM 0 3 8 0 5 1 0 0 0 0 0 0 0 17 5:00 PM 0 6 3 0 1 0 0 0 0 0 0 0 0 10 6:00 PM 0 4 3 0 2 0 0 0 0 0 0 0 0 9 7:00 PM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 8:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 9:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2 40 69 3 28 31 0 0 0 0 0 0 0 1.2%23.1%39.9%1.7%16.2%17.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0%173Total Wednesday, November 5, 2025 FHWA Vehicle ClassificationTime 5 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Eastbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 7:00 AM 0 2 6 0 2 0 0 0 0 0 0 0 0 10 8:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 4 0 4 0 0 0 0 0 0 0 0 10 10:00 AM 0 3 3 0 2 0 0 0 0 0 0 0 0 8 11:00 AM 0 3 2 1 2 1 0 0 0 0 0 0 0 9 12:00 PM 0 4 3 0 3 0 0 0 0 0 0 0 0 10 1:00 PM 1 3 3 2 0 2 0 0 0 0 0 0 0 11 2:00 PM 0 5 8 0 5 0 0 0 0 0 0 0 0 18 3:00 PM 0 0 7 1 5 3 0 0 0 0 0 0 0 16 4:00 PM 0 4 11 0 3 0 0 0 0 0 0 0 0 18 5:00 PM 0 3 10 0 4 1 0 0 0 0 0 0 0 18 6:00 PM 0 0 1 0 6 1 0 0 0 0 0 0 0 8 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 38 63 4 38 8 0 0 0 0 0 0 0 0.7%25.0%41.4%2.6%25.0%5.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%152Total FHWA Vehicle ClassificationTime Thursday, November 6, 2025 6 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Westbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 6:00 AM 0 3 6 0 0 0 0 0 0 0 0 0 0 9 7:00 AM 0 2 7 1 2 0 0 0 1 0 0 0 0 13 8:00 AM 0 2 15 1 6 1 0 0 0 0 0 0 0 25 9:00 AM 0 4 11 0 1 0 0 0 0 0 0 0 0 16 10:00 AM 0 1 3 0 2 1 0 0 0 0 0 0 0 7 11:00 AM 0 1 2 0 6 0 0 0 0 0 0 0 0 9 12:00 PM 0 3 7 1 0 1 0 0 0 0 0 0 0 12 1:00 PM 0 2 4 0 2 0 0 0 0 0 0 0 0 8 2:00 PM 0 1 6 1 3 3 0 0 0 0 0 0 0 14 3:00 PM 0 2 6 0 0 0 0 0 0 0 0 0 0 8 4:00 PM 0 5 7 0 2 1 0 0 0 0 0 0 0 15 5:00 PM 0 4 7 0 1 0 0 0 0 0 0 0 0 12 6:00 PM 0 4 2 0 1 0 0 0 0 0 0 0 0 7 7:00 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 5 8:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 9:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 41 91 4 29 7 0 0 1 0 0 0 0 0.0%23.7%52.6%2.3%16.8%4.0%0.0%0.0%0.6%0.0%0.0%0.0%0.0%173Total Thursday, November 6, 2025 FHWA Vehicle ClassificationTime 7 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Total Study Average Eastbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 6 2 0 1 0 0 0 0 0 0 0 0 9 7:00 AM 0 3 5 0 2 0 0 0 0 0 0 0 0 10 8:00 AM 0 2 3 0 1 0 0 0 1 0 0 0 0 7 9:00 AM 0 2 4 0 2 3 0 0 0 0 0 0 0 11 10:00 AM 0 2 3 0 2 3 0 0 2 0 0 0 0 12 11:00 AM 1 2 3 0 2 3 0 0 1 0 0 0 0 12 12:00 PM 0 3 3 0 3 2 0 0 0 0 0 0 0 11 1:00 PM 1 2 4 1 1 5 0 0 1 0 0 0 0 15 2:00 PM 0 3 6 0 3 2 0 0 0 0 0 0 0 14 3:00 PM 0 2 6 1 4 3 0 0 1 0 0 0 0 17 4:00 PM 0 5 11 1 5 2 0 0 0 0 0 0 0 24 5:00 PM 1 3 10 0 6 1 0 0 1 0 0 0 0 22 6:00 PM 0 1 1 0 3 2 0 0 0 0 0 0 0 7 7:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 37 63 3 36 26 0 0 7 0 0 0 0 1.7%21.1%36.0%1.7%20.6%14.9%0.0%0.0%4.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 175Total FHWA Vehicle ClassificationTime 8 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Total Study Average Westbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 3 5 0 2 0 0 0 0 0 0 0 0 10 7:00 AM 0 3 9 1 5 3 0 0 1 0 0 0 0 22 8:00 AM 1 2 11 1 5 4 0 0 0 0 0 0 0 24 9:00 AM 0 2 7 0 2 0 0 0 2 0 0 0 0 13 10:00 AM 0 1 3 0 2 4 0 0 0 0 0 0 0 10 11:00 AM 1 3 3 0 3 4 0 0 1 0 0 0 0 15 12:00 PM 0 2 3 0 1 2 0 0 0 0 0 0 0 8 1:00 PM 0 3 3 0 2 3 0 0 1 0 0 0 0 12 2:00 PM 0 2 5 1 2 4 0 0 1 0 0 0 0 15 3:00 PM 0 1 5 0 1 2 0 0 0 0 0 0 0 9 4:00 PM 0 5 6 0 3 2 0 0 1 0 0 0 0 17 5:00 PM 0 4 4 0 1 0 0 0 0 0 0 0 0 9 6:00 PM 0 4 3 0 1 0 0 0 0 0 0 0 0 8 7:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 8:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2 41 74 3 31 28 0 0 7 0 0 0 0 1.1%22.0%39.8%1.6%16.7%15.1%0.0%0.0%3.8%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 186Total FHWA Vehicle ClassificationTime 9 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Direction:Eastbound / Westbound Date Range:11/4/2025 to 11/6/2025 Site Code:01 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 2 19 68 141 156 127 25 2 0 0 0 0 0 0 0 0 0 0.4%3.5%12.6%26.1%28.9%23.5%4.6%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 2 29 121 165 164 73 12 4 0 0 0 0 0 0 0 0 0 0.4%5.1%21.2%28.9%28.8%12.8%2.1%0.7%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 4 48 189 306 320 200 37 6 0 0 0 0 0 0 0 0 0 0.4%4.3%17.0%27.6%28.8%18.0%3.3%0.5%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)26.5 mph Mean (Average) Speed 26.0 mph 32.0 mph 10 mph Pace 21.9 - 31.9 mph 35.0 mph Percent in Pace 60.7 % 50th Percentile (Median)23.9 mph Mean (Average) Speed 24.0 mph 30.1 mph 10 mph Pace 19.9 - 29.9 mph 33.2 mph Percent in Pace 58.3 % Vehicle Speed Report Summary Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile 1,110 570 540 WestboundWestbound EastboundEastbound Total Westbound Eastbound Total VolumeDirectionSpeed Range (mph) 95th Percentile 85th Percentile 95th Percentile 1 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com u:.ld>' DATA SOLUT IONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Eastbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 0 4 3 0 0 0 0 0 0 0 0 0 0 0 7 7:00 AM 0 0 1 4 2 6 1 1 0 0 0 0 0 0 0 0 0 15 8:00 AM 0 1 3 1 4 1 0 0 0 0 0 0 0 0 0 0 0 10 9:00 AM 0 0 1 5 3 3 1 0 0 0 0 0 0 0 0 0 0 13 10:00 AM 0 0 4 10 0 2 0 0 0 0 0 0 0 0 0 0 0 16 11:00 AM 0 2 4 5 2 4 0 1 0 0 0 0 0 0 0 0 0 18 12:00 PM 0 1 2 6 1 0 0 0 0 0 0 0 0 0 0 0 0 10 1:00 PM 1 2 7 3 2 4 0 0 0 0 0 0 0 0 0 0 0 19 2:00 PM 0 0 2 3 8 1 1 0 0 0 0 0 0 0 0 0 0 15 3:00 PM 0 0 6 8 6 7 1 0 0 0 0 0 0 0 0 0 0 28 4:00 PM 1 0 3 12 8 1 0 0 0 0 0 0 0 0 0 0 0 25 5:00 PM 0 7 5 1 8 4 0 0 0 0 0 0 0 0 0 0 0 25 6:00 PM 0 0 5 3 2 1 0 0 0 0 0 0 0 0 0 0 0 11 7:00 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 13 43 61 51 42 4 2 0 0 0 0 0 0 0 0 0 0.9%6.0%19.7%28.0%23.4%19.3%1.8%0.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)24.5 mph Mean (Average) Speed 24.3 mph 85th Percentile 31.0 mph 10 mph Pace mph 95th Percentile 33.7 mph Percent in Pace 56.0 % Total 20.6 - 30.6 Time 218 Tuesday, November 4, 2025 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 2 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com u:.ld>' DATA SOLUT IONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Westbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 2 4 3 2 0 0 0 0 0 0 0 0 0 0 0 11 7:00 AM 0 0 5 11 6 5 1 1 0 0 0 0 0 0 0 0 0 29 8:00 AM 0 3 4 12 9 2 0 0 0 0 0 0 0 0 0 0 0 30 9:00 AM 0 1 5 2 8 1 0 0 0 0 0 0 0 0 0 0 0 17 10:00 AM 0 0 3 1 4 3 0 0 0 0 0 0 0 0 0 0 0 11 11:00 AM 1 2 7 3 2 1 0 0 0 0 0 0 0 0 0 0 0 16 12:00 PM 0 2 3 6 0 1 0 0 0 0 0 0 0 0 0 0 0 12 1:00 PM 0 4 2 5 4 0 0 0 0 0 0 0 0 0 0 0 0 15 2:00 PM 0 4 11 7 2 0 0 0 0 0 0 0 0 0 0 0 0 24 3:00 PM 0 1 2 4 1 0 0 0 0 0 0 0 0 0 0 0 0 8 4:00 PM 0 1 9 8 3 1 0 0 0 0 0 0 0 0 0 0 0 22 5:00 PM 0 1 0 3 1 1 1 0 0 0 0 0 0 0 0 0 0 7 6:00 PM 0 0 0 1 6 2 0 0 0 0 0 0 0 0 0 0 0 9 7:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 8:00 PM 0 0 0 1 3 2 0 0 0 0 0 0 0 0 0 0 0 6 9:00 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 19 53 71 55 22 2 1 0 0 0 0 0 0 0 0 0 0.4%8.5%23.7%31.7%24.6%9.8%0.9%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)22.0 mph Mean (Average) Speed 22.6 mph 85th Percentile 28.9 mph 10 mph Pace mph 95th Percentile 32.2 mph Percent in Pace 61.16 % 224Total Daily Percentile Speed Summary Speed Statistics 16.6 - 26.6 Tuesday, November 4, 2025 Speed Range (mph)Time 3 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Eastbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 3 3 5 1 0 0 0 0 0 0 0 0 0 0 12 7:00 AM 0 0 0 2 2 1 2 0 0 0 0 0 0 0 0 0 0 7 8:00 AM 0 0 0 2 3 6 1 0 0 0 0 0 0 0 0 0 0 12 9:00 AM 0 0 0 3 3 2 0 0 0 0 0 0 0 0 0 0 0 8 10:00 AM 0 0 2 4 2 2 1 0 0 0 0 0 0 0 0 0 0 11 11:00 AM 0 0 1 3 3 1 0 0 0 0 0 0 0 0 0 0 0 8 12:00 PM 0 0 1 4 7 3 0 0 0 0 0 0 0 0 0 0 0 15 1:00 PM 0 3 2 2 0 5 0 0 0 0 0 0 0 0 0 0 0 12 2:00 PM 0 0 2 2 1 4 1 0 0 0 0 0 0 0 0 0 0 10 3:00 PM 0 0 3 3 1 4 0 0 0 0 0 0 0 0 0 0 0 11 4:00 PM 0 0 6 8 11 2 1 0 0 0 0 0 0 0 0 0 0 28 5:00 PM 0 0 2 5 9 8 1 0 0 0 0 0 0 0 0 0 0 25 6:00 PM 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 5 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 19 43 48 47 9 0 0 0 0 0 0 0 0 0 0 0.0%2.4%11.2%25.3%28.2%27.6%5.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)26.9 mph Mean (Average) Speed 26.7 mph 85th Percentile 32.7 mph 10 mph Pace mph 95th Percentile 35.2 mph Percent in Pace 63.5 % Time 170Total Wednesday, November 5, 2025 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 22.1 - 32.1 4 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Westbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 0 2 6 1 0 0 0 0 0 0 0 0 0 0 0 9 7:00 AM 0 0 7 6 8 6 0 0 0 0 0 0 0 0 0 0 0 27 8:00 AM 0 0 6 4 6 1 0 0 0 0 0 0 0 0 0 0 0 17 9:00 AM 0 0 1 3 2 2 0 0 0 0 0 0 0 0 0 0 0 8 10:00 AM 0 0 3 4 1 2 0 0 0 0 0 0 0 0 0 0 0 10 11:00 AM 0 1 7 1 3 2 2 1 0 0 0 0 0 0 0 0 0 17 12:00 PM 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 1 3 6 1 1 0 0 0 0 0 0 0 0 0 0 0 12 2:00 PM 0 0 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 1 1 4 1 0 4 1 0 0 0 0 0 0 0 0 0 0 12 4:00 PM 0 3 4 3 7 0 0 0 0 0 0 0 0 0 0 0 0 17 5:00 PM 0 0 0 3 4 1 2 0 0 0 0 0 0 0 0 0 0 10 6:00 PM 0 1 1 2 4 1 0 0 0 0 0 0 0 0 0 0 0 9 7:00 PM 0 0 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 6 8:00 PM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3 9:00 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 7 42 42 48 26 6 1 0 0 0 0 0 0 0 0 0 0.6%4.0%24.3%24.3%27.7%15.0%3.5%0.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)24.9 mph Mean (Average) Speed 24.2 mph 85th Percentile 30.7 mph 10 mph Pace mph 95th Percentile 33.8 mph Percent in Pace 56.07 % Time 173Total Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 21.0 - 31.0 Wednesday, November 5, 2025 5 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Eastbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 0 0 1 1 3 2 0 0 0 0 0 0 0 0 0 0 7 7:00 AM 0 0 0 0 2 6 2 0 0 0 0 0 0 0 0 0 0 10 8:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 3 4 3 0 0 0 0 0 0 0 0 0 0 0 10 10:00 AM 0 0 3 0 4 1 0 0 0 0 0 0 0 0 0 0 0 8 11:00 AM 0 0 1 3 1 3 1 0 0 0 0 0 0 0 0 0 0 9 12:00 PM 0 0 0 1 5 3 1 0 0 0 0 0 0 0 0 0 0 10 1:00 PM 0 2 0 6 2 1 0 0 0 0 0 0 0 0 0 0 0 11 2:00 PM 0 0 0 3 8 5 2 0 0 0 0 0 0 0 0 0 0 18 3:00 PM 0 0 0 7 7 2 0 0 0 0 0 0 0 0 0 0 0 16 4:00 PM 0 0 0 3 9 5 1 0 0 0 0 0 0 0 0 0 0 18 5:00 PM 0 0 2 4 5 4 3 0 0 0 0 0 0 0 0 0 0 18 6:00 PM 0 0 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 8 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6 37 57 38 12 0 0 0 0 0 0 0 0 0 0 0.0%1.3%3.9%24.3%37.5%25.0%7.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)27.6 mph Mean (Average) Speed 27.8 mph 85th Percentile 33.1 mph 10 mph Pace mph 95th Percentile 36.8 mph Percent in Pace 71.7 % Total 152 Daily Percentile Speed Summary Speed Statistics 22.6 - 32.6 Thursday, November 6, 2025 Speed Range (mph)Time 6 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Westbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 1 2 4 2 0 0 0 0 0 0 0 0 0 0 0 9 7:00 AM 0 0 1 3 6 3 0 0 0 0 0 0 0 0 0 0 0 13 8:00 AM 0 1 2 10 10 2 0 0 0 0 0 0 0 0 0 0 0 25 9:00 AM 0 0 4 6 4 2 0 0 0 0 0 0 0 0 0 0 0 16 10:00 AM 0 0 3 1 0 1 1 1 0 0 0 0 0 0 0 0 0 7 11:00 AM 0 1 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 9 12:00 PM 0 0 4 5 2 1 0 0 0 0 0 0 0 0 0 0 0 12 1:00 PM 0 0 1 3 3 1 0 0 0 0 0 0 0 0 0 0 0 8 2:00 PM 0 0 7 1 3 2 0 1 0 0 0 0 0 0 0 0 0 14 3:00 PM 0 0 0 2 3 3 0 0 0 0 0 0 0 0 0 0 0 8 4:00 PM 0 1 0 8 5 1 0 0 0 0 0 0 0 0 0 0 0 15 5:00 PM 0 0 1 4 6 1 0 0 0 0 0 0 0 0 0 0 0 12 6:00 PM 0 0 0 1 4 2 0 0 0 0 0 0 0 0 0 0 0 7 7:00 PM 0 0 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 5 8:00 PM 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 3 9:00 PM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 26 52 61 25 4 2 0 0 0 0 0 0 0 0 0 0.0%1.7%15.0%30.1%35.3%14.5%2.3%1.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)25.3 mph Mean (Average) Speed 25.5 mph 85th Percentile 30.7 mph 10 mph Pace mph 95th Percentile 34.7 mph Percent in Pace 67.05 % Time Total 173 21.0 - 31.0 Thursday, November 6, 2025 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 7 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Eastbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 1 3 4 1 0 0 0 0 0 0 0 0 0 0 9 7:00 AM 0 0 0 2 2 4 2 0 0 0 0 0 0 0 0 0 0 10 8:00 AM 0 0 1 1 3 2 0 0 0 0 0 0 0 0 0 0 0 7 9:00 AM 0 0 0 4 3 3 0 0 0 0 0 0 0 0 0 0 0 10 10:00 AM 0 0 3 5 2 2 0 0 0 0 0 0 0 0 0 0 0 12 11:00 AM 0 1 2 4 2 3 0 0 0 0 0 0 0 0 0 0 0 12 12:00 PM 0 0 1 4 4 2 0 0 0 0 0 0 0 0 0 0 0 11 1:00 PM 0 2 3 4 1 3 0 0 0 0 0 0 0 0 0 0 0 13 2:00 PM 0 0 1 3 6 3 1 0 0 0 0 0 0 0 0 0 0 14 3:00 PM 0 0 3 6 5 4 0 0 0 0 0 0 0 0 0 0 0 18 4:00 PM 0 0 3 8 9 3 1 0 0 0 0 0 0 0 0 0 0 24 5:00 PM 0 2 3 3 7 5 1 0 0 0 0 0 0 0 0 0 0 21 6:00 PM 0 0 2 3 2 1 0 0 0 0 0 0 0 0 0 0 0 8 7:00 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 22 48 52 41 6 0 0 0 0 0 0 0 0 0 0 0.0%2.9%12.6%27.6%29.9%23.6%3.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)26.5 mph Mean (Average) Speed 26.0 mph 85th Percentile 32.0 mph 10 mph Pace 21.9 - 31.9 mph 95th Percentile 35.0 mph Percent in Pace 60.7 % Time Total 174 Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics Total Study Average 8 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O Colorado River Rd Date Range:11/4/2025 to 11/6/2025 Site Code:01 Westbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 1 3 4 2 0 0 0 0 0 0 0 0 0 0 0 10 7:00 AM 0 0 4 7 7 5 0 0 0 0 0 0 0 0 0 0 0 23 8:00 AM 0 1 4 9 8 2 0 0 0 0 0 0 0 0 0 0 0 24 9:00 AM 0 0 3 4 5 2 0 0 0 0 0 0 0 0 0 0 0 14 10:00 AM 0 0 3 2 2 2 0 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 1 5 3 3 1 1 0 0 0 0 0 0 0 0 0 0 14 12:00 PM 0 1 4 4 1 1 0 0 0 0 0 0 0 0 0 0 0 11 1:00 PM 0 2 2 5 3 1 0 0 0 0 0 0 0 0 0 0 0 13 2:00 PM 0 1 6 4 2 1 0 0 0 0 0 0 0 0 0 0 0 14 3:00 PM 0 1 2 2 1 2 0 0 0 0 0 0 0 0 0 0 0 8 4:00 PM 0 2 4 6 5 1 0 0 0 0 0 0 0 0 0 0 0 18 5:00 PM 0 0 0 3 4 1 1 0 0 0 0 0 0 0 0 0 0 9 6:00 PM 0 0 0 1 5 2 0 0 0 0 0 0 0 0 0 0 0 8 7:00 PM 0 0 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 5 8:00 PM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 9:00 PM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 9 39 56 57 26 3 0 0 0 0 0 0 0 0 0 0 0.0%4.7%20.5%29.5%30.0%13.7%1.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)23.9 mph Mean (Average) Speed 24.0 mph 85th Percentile 30.1 mph 10 mph Pace 19.9 - 29.9 mph 95th Percentile 33.2 mph Percent in Pace 58.3 % 190 Total Study Average Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics Time Total 9 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 - 11/10/2025 Site Code:02 EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 0 0 0 0 0 0 0 0 ------------0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 ------------0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 ------------0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 ------------0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 ------------0 0 0 5:00 AM 0 0 0 0 0 0 0 1 1 ------------0 0 0 6:00 AM 3 4 7 1 3 4 2 4 6 ------------2 4 6 7:00 AM 4 2 6 5 4 9 2 3 5 ------------4 3 7 8:00 AM 1 3 4 2 4 6 2 6 8 ------------2 4 6 9:00 AM 2 2 4 2 1 3 1 3 4 ------------2 2 4 10:00 AM 4 5 9 3 3 6 6 5 11 ------------4 4 9 11:00 AM 5 3 8 1 2 3 5 4 9 ------------4 3 7 12:00 PM 1 2 3 4 0 4 7 4 11 ------------4 2 6 1:00 PM 5 3 8 3 1 4 2 3 5 ------------3 2 6 2:00 PM 3 2 5 1 5 6 5 5 10 ------------3 4 7 3:00 PM 6 8 14 3 0 3 7 6 13 ------------5 5 10 4:00 PM 3 4 7 9 10 19 6 4 10 ------------6 6 12 5:00 PM 5 1 6 9 5 14 7 11 18 ------------7 6 13 6:00 PM 2 3 5 2 2 4 2 1 3 ------------2 2 4 7:00 PM 2 1 3 1 0 1 1 0 1 ------------1 0 2 8:00 PM 0 3 3 0 1 1 1 2 3 ------------0 2 2 9:00 PM 1 0 1 0 1 1 0 1 1 ------------0 1 1 10:00 PM 0 1 1 0 1 1 0 0 0 ------------0 1 1 11:00 PM 0 0 0 0 1 1 0 1 1 ------------0 1 1 Total 47 47 94 46 44 90 56 64 120 ------------50 52 101 Percent 50%50%51%49%47%53%--------49%51% AM Peak 11:00 10:00 10:00 07:00 07:00 07:00 10:00 08:00 10:00 ------------10:00 08:00 10:00 Vol.5 5 9 5 4 9 6 6 11 ------------4 4 9 PM Peak 15:00 15:00 15:00 16:00 16:00 16:00 12:00 17:00 17:00 ------------17:00 16:00 17:00 Vol.6 8 14 9 10 19 7 11 18 ------------7 6 13 1. Mid-week average includes data between Tuesday and Thursday. 11/4/2025 11/5/2025 11/6/2025 11/7/2025 11/8/2025 11/9/2025Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average11/10/2025 1TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com DATA SOLUTIONS 1111 1111 Location: Count Direction: Date Range: Site Code: 1 2 3 4 5 6 7 8 9 10 11 12 13 1 53 57 1 31 5 0 0 1 0 0 0 0 0.7%35.6%38.3%0.7%20.8%3.4%0.0%0.0%0.7%0.0%0.0%0.0%0.0% 2 54 65 1 30 3 0 0 0 0 0 0 0 1.3%34.8%41.9%0.6%19.4%1.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 3 107 122 2 61 8 0 0 1 0 0 0 0 1.0%35.2%40.1%0.7%20.1%2.6%0.0%0.0%0.3%0.0%0.0%0.0%0.0% FHWA Vehicle Classification Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks Vehicle Classification Report Summary Sweetwater Rd W/O CR 151 Eastbound / Westbound 11/4/2025 to 11/6/2025 02 Total FHWA Vehicle ClassificationDirection Total Volume Eastbound Westbound 304 155 149 1 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Eastbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 7:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 2 10:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 11:00 AM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 2:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 1 2 2 0 1 0 0 0 0 0 0 0 0 6 4:00 PM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 5:00 PM 0 2 0 0 3 0 0 0 0 0 0 0 0 5 6:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 16 18 0 11 1 0 0 0 0 0 0 0 2.1%34.0%38.3%0.0%23.4%2.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Tuesday, November 4, 2025 FHWA Vehicle ClassificationTime Total 47 2 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Westbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 7:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 8:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 9:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 10:00 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 11:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 12:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 8 4:00 PM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 17 0 10 0 0 0 0 0 0 0 0 0.0%42.6%36.2%0.0%21.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Tuesday, November 4, 2025 FHWA Vehicle ClassificationTime Total 47 3 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Eastbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 5 0 0 0 0 0 0 0 0 0 0 5 8:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 12:00 PM 0 1 1 0 1 1 0 0 0 0 0 0 0 4 1:00 PM 0 1 0 0 1 1 0 0 0 0 0 0 0 3 2:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 4:00 PM 0 3 3 0 2 1 0 0 0 0 0 0 0 9 5:00 PM 0 3 3 0 3 0 0 0 0 0 0 0 0 9 6:00 PM 0 1 0 0 0 0 0 0 1 0 0 0 0 2 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 22 0 8 3 0 0 1 0 0 0 0 0.0%26.1%47.8%0.0%17.4%6.5%0.0%0.0%2.2%0.0%0.0%0.0%0.0%46Total Wednesday, November 5, 2025 FHWA Vehicle ClassificationTime 4 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Westbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 7:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 4 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 1 4 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 2 1 4 0 2 1 0 0 0 0 0 0 0 10 5:00 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 5 6:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2 13 20 0 8 1 0 0 0 0 0 0 0 4.5%29.5%45.5%0.0%18.2%2.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%44Total Wednesday, November 5, 2025 FHWA Vehicle ClassificationTime 5 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Eastbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 4 0 1 0 0 0 0 0 0 0 0 6 11:00 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 12:00 PM 0 4 0 0 3 0 0 0 0 0 0 0 0 7 1:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 4 1 0 1 1 0 0 0 0 0 0 0 7 4:00 PM 0 2 2 0 2 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 5 0 2 0 0 0 0 0 0 0 0 7 6:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 17 1 12 1 0 0 0 0 0 0 0 0.0%44.6%30.4%1.8%21.4%1.8%0.0%0.0%0.0%0.0%0.0%0.0%0.0%56Total FHWA Vehicle ClassificationTime Thursday, November 6, 2025 6 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Westbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 7:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 4 1 1 0 0 0 0 0 0 0 0 6 9:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 4 12:00 PM 0 1 1 0 2 0 0 0 0 0 0 0 0 4 1:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 1 0 1 2 0 0 0 0 0 0 0 5 3:00 PM 0 2 2 0 2 0 0 0 0 0 0 0 0 6 4:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 8 0 2 0 0 0 0 0 0 0 0 11 6:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 21 28 1 12 2 0 0 0 0 0 0 0 0.0%32.8%43.8%1.6%18.8%3.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%64Total Thursday, November 6, 2025 FHWA Vehicle ClassificationTime 7 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Total Study Average Eastbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 11:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 12:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 1:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 2:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 4:00 PM 0 2 2 0 2 0 0 0 0 0 0 0 0 6 5:00 PM 0 2 3 0 3 0 0 0 0 0 0 0 0 8 6:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 19 0 10 0 0 0 0 0 0 0 0 0.0%38.3%40.4%0.0%21.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 47Total FHWA Vehicle ClassificationTime 8 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Total Study Average Westbound Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 7:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 9:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 1:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 2 0 0 1 0 0 0 0 0 0 0 4 3:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 4:00 PM 1 1 2 0 1 0 0 0 0 0 0 0 0 5 5:00 PM 0 1 4 0 1 0 0 0 0 0 0 0 0 6 6:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 18 21 0 8 1 0 0 0 0 0 0 0 2.0%36.7%42.9%0.0%16.3%2.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 49Total FHWA Vehicle ClassificationTime 9 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com Wa x DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Direction:Eastbound / Westbound Date Range:11/4/2025 to 11/6/2025 Site Code:02 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 1 4 12 32 67 27 6 0 0 0 0 0 0 0 0 0 0 0.7%2.7%8.1%21.5%45.0%18.1%4.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 2 3 29 44 48 20 6 1 2 0 0 0 0 0 0 0 0 1.3%1.9%18.7%28.4%31.0%12.9%3.9%0.6%1.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 3 7 41 76 115 47 12 1 2 0 0 0 0 0 0 0 0 1.0%2.3%13.5%25.0%37.8%15.5%3.9%0.3%0.7%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)27.5 mph Mean (Average) Speed 26.6 mph 31.5 mph 10 mph Pace 22.5 - 32.5 mph 34.2 mph Percent in Pace 73.2 % 50th Percentile (Median)24.9 mph Mean (Average) Speed 24.8 mph 31.4 mph 10 mph Pace 20.2 - 30.2 mph 36.0 mph Percent in Pace 60.0 % Vehicle Speed Report Summary Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile 304 155 149 WestboundWestbound EastboundEastbound Total Westbound Eastbound Total VolumeDirectionSpeed Range (mph) 95th Percentile 85th Percentile 95th Percentile 1 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com u:.ld>' DATA SOLUT IONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Eastbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 1 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 6 4:00 PM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11 23 9 2 0 0 0 0 0 0 0 0 0 0 2.1%0.0%2.1%23.4%48.9%19.1%4.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)28.0 mph Mean (Average) Speed 27.4 mph 85th Percentile 31.6 mph 10 mph Pace mph 95th Percentile 35.0 mph Percent in Pace 83.0 % Total 22.5 - 32.5 Time 47 Tuesday, November 4, 2025 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 2 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com u:.ld>' DATA SOLUT IONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Westbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 7:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 1 2 1 0 1 0 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 1 5 1 1 0 0 0 0 0 0 0 0 0 0 0 8 4:00 PM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 PM 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 3 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6 16 17 5 2 0 0 0 0 0 0 0 0 0 0 0.0%2.1%12.8%34.0%36.2%10.6%4.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)25.1 mph Mean (Average) Speed 25.2 mph 85th Percentile 30.2 mph 10 mph Pace mph 95th Percentile 34.8 mph Percent in Pace 74.47 % 47Total Daily Percentile Speed Summary Speed Statistics 18.3 - 28.3 Tuesday, November 4, 2025 Speed Range (mph)Time 3 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Eastbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 5 8:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:00 PM 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 4 1:00 PM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 0 0 2 2 2 3 0 0 0 0 0 0 0 0 0 0 0 9 5:00 PM 0 0 2 3 3 0 1 0 0 0 0 0 0 0 0 0 0 9 6:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7 7 17 11 2 0 0 0 0 0 0 0 0 0 0 0.0%4.3%15.2%15.2%37.0%23.9%4.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)28.0 mph Mean (Average) Speed 26.4 mph 85th Percentile 32.4 mph 10 mph Pace mph 95th Percentile 34.8 mph Percent in Pace 63.0 % Time 46Total Wednesday, November 5, 2025 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 23.0 - 33.0 4 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Westbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 2 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 2 0 2 3 2 1 0 0 0 0 0 0 0 0 0 0 0 10 5:00 PM 0 0 1 2 0 1 0 0 1 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 8 9 12 8 1 1 1 0 0 0 0 0 0 0 0 4.5%4.5%18.2%20.5%27.3%18.2%2.3%2.3%2.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)25.3 mph Mean (Average) Speed 24.7 mph 85th Percentile 32.1 mph 10 mph Pace mph 95th Percentile 39.6 mph Percent in Pace 56.82 % Time 44Total Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 22.5 - 32.5 Wednesday, November 5, 2025 5 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Eastbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 0 4 1 1 0 0 0 0 0 0 0 0 0 0 0 6 11:00 AM 0 2 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 0 3 2 1 1 0 0 0 0 0 0 0 0 0 0 7 1:00 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 0 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 0 0 6 1 0 0 0 0 0 0 0 0 0 0 0 7 4:00 PM 0 0 0 2 3 0 1 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 0 1 4 2 0 0 0 0 0 0 0 0 0 0 0 7 6:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 14 27 7 2 0 0 0 0 0 0 0 0 0 0 0.0%3.6%7.1%25.0%48.2%12.5%3.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)26.3 mph Mean (Average) Speed 26.0 mph 85th Percentile 30.6 mph 10 mph Pace mph 95th Percentile 33.0 mph Percent in Pace 78.6 % Total 56 Daily Percentile Speed Summary Speed Statistics 22.1 - 32.1 Thursday, November 6, 2025 Speed Range (mph)Time 6 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Westbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 AM 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 6 9:00 AM 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 0 1 2 0 1 0 0 0 0 0 0 0 0 0 0 0 4 1:00 PM 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 1 2 1 2 0 0 0 0 0 0 0 0 0 0 0 6 4:00 PM 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 1 2 6 2 0 0 0 0 0 0 0 0 0 0 0 11 6:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 15 19 19 7 3 0 1 0 0 0 0 0 0 0 0 0.0%0.0%23.4%29.7%29.7%10.9%4.7%0.0%1.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)24.4 mph Mean (Average) Speed 24.6 mph 85th Percentile 32.0 mph 10 mph Pace mph 95th Percentile 36.4 mph Percent in Pace 62.5 % Time Total 64 16.9 - 26.9 Thursday, November 6, 2025 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 7 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Eastbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3 1:00 PM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 0 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 1 2 3 1 0 0 0 0 0 0 0 0 0 0 0 7 6:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 11 22 8 1 0 0 0 0 0 0 0 0 0 0 0.0%2.1%8.5%23.4%46.8%17.0%2.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)27.5 mph Mean (Average) Speed 26.6 mph 85th Percentile 31.5 mph 10 mph Pace 22.5 - 32.5 mph 95th Percentile 34.2 mph Percent in Pace 73.2 % Time Total 47 Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics Total Study Average 8 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS Location:Sweetwater Rd W/O CR 151 Date Range:11/4/2025 to 11/6/2025 Site Code:02 Westbound Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 7:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4 3:00 PM 0 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 1 0 1 1 3 1 0 0 0 0 0 0 0 0 0 0 0 7 5:00 PM 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 10 13 15 5 1 0 0 0 0 0 0 0 0 0 0 2.2%2.2%21.7%28.3%32.6%10.9%2.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)24.9 mph Mean (Average) Speed 24.8 mph 85th Percentile 31.4 mph 10 mph Pace 20.2 - 30.2 mph 95th Percentile 36.0 mph Percent in Pace 60.0 % 46 Total Study Average Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics Time Total 9 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com idJ>" DATA SOLUTIONS https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 1 of 12 Garfield County Road Traffic Counts Road# Road Name Location Date Avg. Daily Count Date Avg. Daily Count 2014 2019 100 CATHERINE STORE RD Carbondale Side 9/18/2013 3,142 7/2/2019 4,589 100 CATHERINE STORE RD at 25 MPH Speed Sign 9/24/2014 1,353 4/23/2019 1,240 101 WHITE HILL RD Beginning of Road 8/20/2014 432 N/A No Data Collected 102 MISSOURI HEIGHTS Beginning of Road 5/22/2014 476 6/24/2019 762 103 CRYSTAL SPRINGS RD Above Weight Limit Sign 5/13/2014 1,020 6/19/2019 1,759 104 BLUE RD Beginning of Road NA No Data Collected 6/19/2019 235 105 CERISE RD Beginning of Road 5/13/2014 78 6/19/2019 105 106 SATANK RD HWY 82 Side 8/20/2014 531 6/24/2019 404 106 SATANK RD Carbondale side by end of Road NA No Data Collected 6/13/2019 652 107 RED HILL RD Beginning of Road 5/22/2014 207 6/19/2019 331 108 THOMPSON CREEK RD By Carbondale 8/20/2014 391 6/13/2019 1,989 109 HARDWICK BRIDGE RD By the Bridge 6/30/2014 1,153 6/13/2019 2,876 110 OLD DUMP RD Beginning of Road -By Cattle Creek 5/13/2014 548 6/11/2019 1,328 111 PRINCE CREEi< RD Beginning of Road 6/30/2014 872 6/13/2019 973 112 CRYSTAL SPRINGS MTN RD Cattle Creek Side 5/13/2014 280 N/A No Data Collected 112 CRYSTAL SPRINGS MTN RD CR 103 Side NA No Data Collected 6/19/2019 640 113 CATTLE CREEi( RD Beginning of Road -By Storage Units 5/13/2014 815 6/11/2019 928 113 CATTLE CREEi< RD Above Upper Cattle Creek NA No Data Collected 6/27/2019 330 114 CMCRD Beginning of Road -By Storage Units 5/13/2014 1,408 6/11/2019 2,135 115 RED CANYON RD Beginning of Road 5/13/2014 249 6/11/2019 345 115 RED CANYON RD 1/2 Way 6/30/2014 184 N/A No Data Collected 117 FOUR MILE RD Beginning of Road 2/24/2014 2,648 5/28/2019 2,878 117 FS 300 Beginning of FS 300 NA No Data Collected 6/5/2019 115 117A SUNLIGHT VILLAGE DRIVE Beginning of Road 6/30/2014 197 6/5/2019 260 https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 2 of 12 118 Mt SO PRIS RANCH ROAD No Data Collected NA No Data Collected NA No Data Collected 119 KINDALL RD Beginning of Road 5/22/2014 149 6/27/2019 249 120 LOOKOUT MOUNTAIN RD Beginning of Road 8/20/2014 119 6/27/2019 116 121 COULTER CREEK RD Beginning of Road by CR 113 5/13/2014 38 6/27/2019 49 122 UPPER CATTLE CREEK RD Beginning of Road 5/7/2014 84 6/27/2019 279 123 MARION CEMETERY RD No Data Collected NA No Data Collected NA No Data Collected 124 MARION MINE RD Beginning of Road 8/20/2014 29 6/24/2019 46 125 DRY PARK RD Four Mile Side 3/26/2013 177 6/5/2019 609 125 DRY PARK RD East End 5/21/2014 216 6/24/2019 406 126 BLACK DIAMOND MINE RD At 25 MPH Sign 8/20/2014 100 6/5/2019 122 127 THREE MILE RD Beginning of Road 8/20/2014 526 5/28/2019 792 129 NO NAME LN Lower Portion 3/11/2013 139 6/3/2019 704 129 NO NAME LN Upper Portion NA No Data Collected 6/3/2019 247 130 DONEGAN RD Bridge 9/18/2013 341 N/A No Data Collected 130 DONEGAN RD By Pinon Drive NA No Data Collected 6/3/2019 2,002 132 MITCH ELL CREEi< RD Donegan Intersection 5/22/2014 234 7/9/2019 290 133 MEL RAY RD Beginning of Road 5/22/2014 920 6/3/2019 2,361 134 S CANYON CREEi< RD Beginning of Road 5/22/2014 461 6/23/2019 672 136 ROCKIN PINES RANCH RD No Data Collected NA No Data Collected NA No Data Collected 137 CANON CREEi< RD Beginning of Road 5/22/2014 300 5/23/2019 238 138 SLAUGHTERHOUSE RD By the Church 8/20/2014 32 5/23/2019 43 140 COFFEE POT RD No Data Collected NA No Data Collected NA No Data Collected 141 HEART LAKE RD No Data Collected NA No Data Collected NA No Data Collected 142 BISON LAKE RD No Data Collected NA No Data Collected NA No Data Collected 143 DEEP LAKE CAMPGROUND No Data Collected NA No Data Collected NA No Data Collected 144 DEEP LAKE EAST RD No Data Collected NA No Data Collected NA No Data Collected 145 TRAPPERS LAKE CG RD No Data Collected NA No Data Collected NA No Data Collected 146 INDIAN CAMP RD No Data Collected NA No Data Collected NA No Data Collected https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 3 of 12 148 PONDEROSA DR Beginning of Road 5/22/2014 802 N/A No Data Collected 149 CHELYN RD Beginning of Road 6/30/2014 204 5/28/2019 262 149A VAN DORN RD Beginning of Road 6/30/2014 145 N/A No Data Collected 150 SWEETWATER LAKE RD Beginning of Road 9/16/2014 157 7/9/2019 216 151 SWEETWATER COW CAMP RD Bridge 9/18/2013 105 7/9/2019 226 153 BIG FOUR RD Beginning of Road 6/30/2014 59 N/A No Data Collected 154 OLD HIGHWAY 82 Intersection OH 82 & Hwy 82 3/26/2014 1,738 6/13/2019 2,518 154 OLD HIGHWAY 82 Beginning by Cemetery NA No Data Collected 6/3/2019 1,325 155 TRAPPERS LAKE RD No Data Collected NA No Data Collected NA No Data Collected 157 COAL CREEK RD No Data Collected NA No Data Collected NA No Data Collected 158 RAMS HORN LAKE RD No Data Collected NA No Data Collected NA No Data Collected 159 BEAR RIVER RD No Data Collected NA No Data Collected NA No Data Collected 161 N. KINGS ROW AV West End 5/22/2014 147 7/2/2019 145 161 S. KINGS ROW East End 5/22/2014 158 7/2/2019 173 162 LACASITA RD Beginning of Road 5/22/2014 138 7/2/2019 228 163 PREHM RD Beginning of Road 6/30/2014 114 5/28/2019 209 165 MOUNTAIN MEADOW DR No Data Collected NA No Data Collected NA No Data Collected 166 166 No Data Collected NA No Data Collected NA No Data Collected 167 CORYELL RD Beginning of Road 7/17/2013 133 6/11/2019 572 168 SUN KING DR Beginning of Road 6/30/2014 333 6/5/2019 308 168A OAK WY By the Bridge 6/30/2014 503 6/5/2019 501 169 CEDAR CREST DR No Data Collected NA No Data Collected NA No Data Collected 170 PANORAMA DR Beginning of Road 8/20/2014 231 7/2/2019 368 177 TANAGER DR No Data Collected NA No Data Collected NA No Data Collected 181 STORM KING RD Above the Mall at Center Drive NA No Data Collected 5/23/2019 1,539 184 S 16th Street Beginning of Road NA No Data Collected 8/15/2019 393 190 LIONS RIDGE Beginning of Road NA No Data Collected 8/13/2019 268 198 W2NDST Beginning of Road 7/7/2014 357 8/15/2019 311 https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 4 of 12 200 N DRY FORK RD By the Bridge 9/19/2013 129 8/28/2019 106 201 BAXTER PASS RD By the Bridge 9/24/2013 141 9/12/2019 49 202 KIMBALL CREEK RD Beginning of Road 7/23/2014 25 8/28/2019 39 203 OLD CR 211 No Data Collected NA No Data Collected NA No Data Collected 204 ROAN CREEK RD Beginning of Road 7/24/2014 285 8/28/2019 310 205 SALT WASH No Data Collected . NA No Data Collected NA No Data Collected 206 MITCHELL ROAD No Data Collected NA No Data Collected NA No Data Collected 207 CARR CREEK RD By the Bridge 9/19/2013 18 8/28/2019 30 209 BRUSH CREEK RD Beginning of Road 7/24/2014 27 8/28/2019 37 210 MILE POND RD Beginning of Road 4/21/2014 1,283 8/6/2019 1,464 211 CLEAR CREEK RD Beginning of Road 7/24/2014 43 8/28/2019 25 213 CONN CREEK RD Beginning of Road 7/24/2014 194 8/28/2019 144 214 PEACH VALLEY RD By the Bridge 9/10/2013 234 7/9/2019 460 214 PEACH VALLEY RD West End NA No Data Collected 7/18/2019 1,213 215 PARACHUTE CREEK RD Beginning Before Railroad Xing 7/24/2014 716 5/16/2019 1,282 216 ANTONELLI LN Beginning of Road 4/21/2014 308 8/6/2019 540 217 LITTLE BOX CANYON RD By the Bridge 9/9/2013 208 7/25/2019 408 219 MIDDLE RIFLE CREEK Beginning of Road 7/8/2014 170 7/25/2019 122 220 HAY CANYON ROAD No Data Collected NA No Data Collected NA No Data Collected 221 GREEN LN Beginning of Road 4/21/2014 615 8/6/2019 907 222 SOUTH DRY FORK RD By the Bridge 9/19/2013 161 8/28/2019 111 223 PETERSON LN Beginning of Road 4/21/2014 1,393 8/6/2019 1,770 225 ANTLERS LN Beginning of Road 4/21/2014 259 8/6/2019 364 226 GRASS VALLEY RD By the Bridge 9/10/2013 275 7/25/2019 493 226 GRASS VALLEY RD East End NA No Data Collected 7/17/2019 512 227 MILLER LN Beginning of Road 4/21/2014 1,151 7/18/2019 1,111 228 PRETTI LN Beginning by CR 214 6/26/2014 175 7/10/2019 163 229 UKELE LN Beginning of Road 4/21/2014 553 7/18/2019 645 https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 5 of 12 230 BAR HL RD No Data Collected NA No Data Collected NA No Data Collected 231 N 1st Street Beginning of Road NA No Data Collected 7/29/2019 896 232 LEFT FORK CARR CREEi< No Data Collected NA No Data Collected NA No Data Collected 233 SILT MESA RD EAST END Beginning of Road 4/21/2014 510 7/18/2019 990 233 SILT MESA RD WEST END Beginning of Road 4/21/2014 225 8/15/2019 205 234 BUTLER CREEi< RD No Data Collected NA No Data Collected NA No Data Collected 235 DAVIS POINT Beginning by HWY 6 6/3/2014 308 7/10/2019 399 236 HARNESS LN Beginning of Road 4/21/2014 205 7/18/2019 211 237 HARVEY GAP RD Beginning of Road 6/3/2014 1,015 7/29/2019 1,204 238 SLAUGHTER GULCH RD Beginning of Road 6/3/2014 46 7/10/2019 64 239 KIMBALL MOUNTAIN RD No Data Collected NA No Data Collected NA No Data Collected 240 BRUCE RD Beginning West End 6/3/2014 199 7/9/2019 235 241 ELK CREEK RD Beginning of Road 5/13/2013 90 7/17/2019 437 242 JQS RD Beginning of Road 6/3/2014 22 NA No Data Collected 243 MAIN ELK RD Beginning of Road 9/10/2013 120 7/17/2019 236 244 FRAVERT RESERVOIR RD Beginning of Road 6/3/2014 540 8/15/2019 346 245 BUFORD RD Beginning of Road at New Castle 6/3/2014 2,081 7/17/2019 1,826 246 ANVIL POINTS RD Past Cattle guard 6/3/2014 466 5/16/2019 587 246A LANDFILL RD Beginning of Road 6/3/2014 172 5/16/2019 198 247 N CUTOFF RD Beginning of Road 9/2/2013 168 7/17/2019 247 248 YELLOW SLIDE RD Beginning of Road 6/3/2014 49 NA No Data Collected 249 ROAN CLIFFS RD Beginning of Road 7/9/2014 19 8/15/2019 10 250 BENDETTI RD East End 6/19/2014 328 7/10/2019 244 251 N HASSE LN Beginning of Road 7/8/2014 101 8/5/2019 123 252 WEST RIFLE CREEi( RD Beginning of Road 7/8/2014 228 Na No Data Collected 252 WEST RIFLE CREEi( RD By Honor Camp NA No Data Collected 7/25/2019 72 253 PICEANCE CREEi< RD Beginning of Road 7/8/2014 57 7/25/2019 99 254 SAWMILL CANYON RD No Data Collected NA No Data Collected NA No Data Collected https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 6 of 12 255 FAA RD No Data Collected NA No Data Collected NA No Data Collected 256 FOUR A RIDGE RD No Data Collected NA No Data Collected NA No Data Collected 257 MESA DR Beginning of Road 7/8/2014 165 8/5/2019 191 258 KING RD No Data Collected NA No Data Collected NA No Data Collected 259 JEWELL LN Beginning of Road 6/19/2014 316 8/15/2019 359 260 TIPP ITT LN Beginning of Road 6/19/2014 188 8/6/2019 233 261 GROFF LN Beginning of Road 6/19/2014 446 7/18/2019 514 261A Ingersol Lane Beginning of Road NA No Data Collected 7/29/2019 94 262 MID VALLEY LANE Beginning by HWY 6 NA No Data Collected 7/10/2019 348 263 WEARE LANE Beginning by HWY 6 NA No Data Collected 7/10/2019 211 264 SWALLOW LN Beginning of Road 7/8/2014 124 8/15/2019 36 265 PREFONTAINE AV Beginning of Road 7/8/2014 1,130 8/15/2019 1,517 266 ASGARD SUBDIVISION No Data Collected NA No Data Collected NA No Data Collected 267 SKINNER RIDGE RD No Data Collected NA No Data Collected NA No Data Collected 268 W BAXTER RIDGE RD No Data Collected NA No Data Collected NA No Data Collected 269 E BAXTER RIDGE RD No Data Collected NA No Data Collected NA No Data Collected 270 SCARROW RD No Data Collected NA No Data Collected NA No Data Collected 271 TROJAN LN No Data Collected NA No Data Collected NA No Data Collected 272 WIDOW SPRING RD No Data Collected NA No Data Collected NA No Data Collected 273 COULTER LAKE RD No Data Collected NA No Data Collected NA No Data Collected 274 THREE FORKS RD No Data Collected NA No Data Collected NA No Data Collected 275 MANSFIELD CREEK RD No Data Collected NA No Data Collected NA No Data Collected 276 WELK STOCK DRIVEWAY No Data Collected NA No Data Collected NA No Data Collected 277 MIDDLE MOUNTAIN No Data Collected NA No Data Collected NA No Data Collected 278 CLARI< RIDGE RD No Data Collected NA No Data Collected NA No Data Collected 279 MINER SPRINGS No Data Collected NA No Data Collected NA No Data Collected 280 MEADOW CREEK RD No Data Collected NA No Data Collected NA No Data Collected 281 COW LAKE RD No Data Collected NA No Data Collected NA No Data Collected https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 7 of 12 282 CLINETOP COW CAMP RD No Data Collected NA No Data Collected NA No Data Collected 283 MARVIN RD No Data Collected NA No Data Collected NA No Data Collected 284 HADLEY GULCH RD No Data Collected NA No Data Collected NA No Data Collected 286 ATCHEE RD No Data Collected NA No Data Collected NA No Data Collected 287 STOVE CANYON No Data Collected NA No Data Collected NA No Data Collected 289 289 No Data Collected NA No Data Collected NA No Data Collected 290 FRAVERT RD Beginning of Road 6/3/2014 91 NA No Data Collected 291 STEPHENS HILL RD Beginning of Road 4/21/2014 190 8/5/2019 201 292 LIMESTONE QUARRY RD No Data Collected NA No Data Collected NA No Data Collected 293 N GRAHAM RD Beginning of Road 7/8/2014 1,358 8/15/2019 2,018 294 SGRAHAM RD End of Road by Y NA No Data Collected 8/15/2019 878 296 DOKES LN Beginning of Road 7/8/2014 151 8/5/2019 39 297 WITTWER LANE No Data Collected NA No Data Collected 8/5/2019 53 298 SMITH DOLL COAL MINE RD No Data Collected NA No Data Collected NA No Data Collected 30 FOUR MILE PARK RD No Data Collected NA No Data Collected NA No Data Collected 300 STONE QUARRY RD By Fire Station 4/30/2014 498 5/15/2019 6,263 300 STONE QUARRY RD By HWY 6 -Before Railroad Xing NA No Data Collected 8/28/2019 505 300B SPENCER PY Beginning by Alpine Bank 4/30/2014 2,360 4/29/2019 1,707 300C SIPPRELLE DR By the School 4/30/2014 362 4/29/2019 324 300E E BATTLEMENT PY By the School 4/30/2014 673 5/7/2019 735 300N N BATTLEMENT PY By the Bridge 4/30/2014 6,840 5/7/2019 10,253 3000 OLD STONE QUARRY RD Beginning of Road 4/30/2014 238 4/29/2019 210 3005 S BA TTL EM ENT PY By Kum and Go 4/30/2014 1,880 5/7/2019 2,096 300W W BATTLEMENT PY By Crosswalk 4/30/2014 4,771 5/7/2019 6,337 301 MORRISANIA MESA RD East End by CR 320 4/30/2014 253 4/22/2019 240 302 UNDERWOOD LN Beginning of Road by Cemetery 4/30/2014 121 4/30/2019 127 303 GARDNER LN Beginning of Road by CR 3000 4/30/2014 467 4/30/2019 299 304 RICHARDSON RD Beginning of Road 7/16/2014 420 5/15/2019 205 https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 8 of 12 305 GRAVEL PIT RD No Data Collected NA No Data Collected NA No Data Collected 306 SPRING CREEi< RD Bottom of Road 7/16/2014 177 5/16/2019 182 306 WALLACE CREEK RD Bottom of Road 7/15/2014 341 5/16/2019 283 307 RIVER BLUFF RD Beginning of Road 7/16/2014 265 4/30/2019 361 308 FOUR CORNER RD Beginning of Road Across from Sipperelle 7/16/2014 358 4/29/2019 400 309 RULISON-PARACHUTE RD West End 7/16/2014 255 4/18/2019 345 309 RULISON-PARACHUTE RD East End NA No Data Collected 4/18/2019 230 310 310 Beginning of Road 9/16/2014 62 4/30/2019 87 311 DIVIDE CREEi< RD Above CR 335 6/11/2014 1,352 3/26/2019 888 312 GARFIELD CREEK RD Bottom of Road 9/2/2013 335 3/25/2019 166 313 E DIVIDE CREEK RD Beginning of Road by CR 311 6/11/2014 144 4/3/2019 113 314 ALKALI CREEK RD Lower Portion 8/20/2014 166 3/25/2019 196 314 ALKALI CREEi< RD Upper Portion 9/4/2014 34 NA No Data Collected 315 MAMM CREEK RD South of Airport Hill 6/11/2014 803 3/26/2019 491 316 l<NUCl<ELS CREEi< RD West End 6/11/2014 67 4/11/2019 31 317 BEAVER CREEi( RD Beginning of Road 9/16/2014 768 4/11/2019 102 317A SCRIBNER LN Beginning of Road 9/16/2014 119 4/22/2019 32 318 RIVER RD No Data Collected NA No Data Collected NA No Data Collected 319 WEST MAMM CREEK RD Beginning of Road 6/11/2014 802 3/26/2019 831 320 RIFLE-RULISON RD West End 6/11/2014 236 4/29/2019 133 320 RIFLE-RULISON RD East End NA No Data Collected 4/11/2019 991 321 TAUGHENBAUGH MESA RD Beginning of Road East End 7/16/2014 80 4/11/2019 99 322 SHAEFFER RD West End 9/16/2014 163 4/3/2019 95 323 RULISON RD Beginning of Road 7/16/2014 1,017 4/18/2019 705 324 MAXFIELD RD Beginning of Road West End 6/11/2014 388 4/10/2019 220 325 PORCUPINE CREEi< Beginning of Road 7/16/2014 64 4/18/2019 116 326 CHIPPERFIELD LN Beginning of Road 9/25/2014 107 4/2/2019 207 326E E CHIPPERFIELD LN No Data Collected NA No Data Collected NA No Data Collected https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 9 of 12 327 HALLS GULCH Beginning of Road North End 6/11/2014 230 4/10/2019 122 328 BALDY CREEK RD No Data Collected NA No Data Collected NA No Data Collected 329 SPRUCE CREEK RD Beginning of Road 7/16/2014 107 4/18/2019 129 33 33 No Data Collected NA No Data Collected NA No Data Collected 331 DRY HOLLOW RD Above CR 346 9/2/2014 1,182 3/25/2019 1,252 332 RAMSEY GULCH RD West End 9/16/2014 654 4/11/2019 274 333 HUNTER MESA RD East End 6/19/2014 123 3/26/2019 70 333A HUNTER MESA SHOP RD Bottom of Road NA No Data Collected 3/25/2019 416 334 334 No Data Collected NA No Data Collected NA No Data Collected 334A SAMON LN No Data Collected NA No Data Collected NA No Data Collected 335 COLORADO RIVER RD West end by CR 311 9/2/2013 823 3/25/2019 496 335 COLORADO RIVER RD East End Before Min Shadows NA No Data Collected 4/2/2019 2,799 336 JENKINS CUTOFF West end by CR 315 6/19/2014 502 4/1/2019 307 337 337 Beginning of Road 9/16/2014 110 4/3/2019 155 338 BATTLEMENT CREEK RD Beginning of Road 7/16/2014 139 4/30/2019 252 339 339 No Data Collected NA No Data Collected NA No Data Collected 34 PTARMIGAN DR No Data Collected NA No Data Collected NA No Data Collected 340 340 Beginning of Road 9/16/2014 37 4/22/2019 78 342 FAIRVIEW RD Beginning of Road North End 6/11/2014 91 4/10/2019 90 343 RAVEN RD Beginning of Road West End 6/11/2014 78 4/10/2019 37 344 WEST DIVIDE RD Beginning of Road West End 6/11/2014 126 4/10/2019 42 345 UNCLE BOB MOUNTAIN RD No Data Collected NA No Data Collected NA No Data Collected 346 RIFLE-SILT RD East End 6/19/2014 755 4/3/2019 915 346 LOWER AIRPORT RD West End 6/19/2014 1,118 3/26/2019 1,159 350 350 No Data Collected NA No Data Collected NA No Data Collected 352 GARFIELD CO AIRPORT RD West End 6/19/2014 977 3/26/2019 1,541 352 GARFIELD CO AIRPORT RD East End NA No Data Collected 4/3/2019 1,468 352A RUNWAY ROAD Beginning of Road NA No Data Collected 4/3/2019 247 https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 10 of 12 353 PETE AND BILL DRAW No Data Collected NA No Data Collected NA No Data Collected 354 354 No Data Collected NA No Data Collected NA No Data Collected 355 355 Beginning of Road 9/4/2014 83 4/22/2019 86 357A VILLAGE DR Beginning of Road 9/4/2014 865 4/11/2019 632 366 RIVERBEND DR On CR 335 Before Riverbend 9/4/2014 440 4/2/2019 535 367 PINON RUN No Data Collected NA No Data Collected NA No Data Collected 368 GLEN EAGLE CIR No Data Collected NA No Data Collected NA No Data Collected 370 BATTLEMENT CREEK TRAIL Lower Entrance 9/4/2014 488 5/15/2019 805 371 WILLOW CREEi< TR Lower Entrance 9/4/2014 542 5/15/2019 523 372 MONUMENT TR Beginning of Road 9/4/2014 1,660 4/8/2019 2,057 372EE NORTHSTAR TR Beginning of Road 9/4/2014 924 5/15/2019 1,282 3721 PON DEROSA Cl Beginning of Road 9/4/2014 377 NA No Data Collected 372V LODGEPOLE Cl Beginning of Road 7/24/2014 91 NA No Data Collected 373 TAMARISl<TR Beginning of Road 7/24/2014 828 5/8/2019 1,860 373A RAINBOW TR Beginning of Road 7/24/2014 660 5/8/2019 1,420 373B BLACKHAWK TR Beginning of Road 7/24/2014 346 5/8/2019 1,429 373BB SILVERPLUVE DRIVE Beginning of Road NA No Data Collected 5/7/2019 215 373Z MORNING STAR DR Upper Entrance 9/4/2014 204 5/8/2019 337 374 THUNDERBERG TR Beginning of Road 9/4/2014 454 4/30/2019 815 374C MINERAL SPRINGS CIRCLE Beginning of Road NA No Data Collected 5/8/2019 1,148 401 401 No Data Collected NA No Data Collected NA No Data Collected 402 402 No Data Collected NA No Data Collected NA No Data Collected 403 403 No Data Collected NA No Data Collected NA No Data Collected 404 404 No Data Collected NA No Data Collected NA No Data Collected 405 405 No Data Collected NA No Data Collected NA No Data Collected 406 406 No Data Collected NA No Data Collected NA No Data Collected 407 407 No Data Collected NA No Data Collected NA No Data Collected 408 408 No Data Collected NA No Data Collected NA No Data Collected https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 11 of 12 409 409 No Data Collected NA No Data Collected NA No Data Collected 42 l<EATOR RD No Data Collected NA No Data Collected NA No Data Collected 442 442 No Data Collected NA No Data Collected NA No Data Collected 450 WILSON LN No Data Collected NA No Data Collected NA No Data Collected 451 PANORAMIC DR Beginning of Road 6/19/2014 178 7/29/2019 244 455 Rainbow Drive Beginning of Road NA No Data Collected 7/29/2019 290 456 ODIN DRIVE Bridge 9/2/2013 31 NA No Data Collected 456 ODIN DRIVE End of Road Upper Part NA No Data Collected 8/15/2019 163 457 APACHE DR No Data Collected NA No Data Collected NA No Data Collected 458 COMANCHERO TR No Data Collected NA No Data Collected NA No Data Collected 459 NAVAJO ST No Data Collected NA No Data Collected NA No Data Collected 460 UTE AVE No Data Collected NA No Data Collected NA No Data Collected 466 APPLE DR Beginning of Road 9/24/2014 734 4/2/2019 907 468 468 No Data Collected NA No Data Collected NA No Data Collected 47 47 No Data Collected NA No Data Collected NA No Data Collected 470 Rose Lane Beginning of Road NA No Data Collected 6/24/2019 298 471 DAISY DR No Data Collected NA No Data Collected NA No Data Collected 472 Willow Lane Beginning of Road NA No Data Collected 6/24/2019 335 473 COTTONWOOD DR No Data Collected NA • No Data Collected NA No Data Collected 481 MICHAELS CIR No Data Collected NA No Data Collected NA No Data Collected 482 HIDE AWAY LN No Data Collected NA No Data Collected NA No Data Collected 483 WILDWOOD LN No Data Collected NA No Data Collected NA No Data Collected 484 484 No Data Collected NA No Data Collected NA No Data Collected 490 490 No Data Collected NA No Data Collected NA No Data Collected 491 491 No Data Collected NA No Data Collected NA No Data Collected 492 492 No Data Collected NA No Data Collected NA No Data Collected 500 Sunrise Blvd Beginning of Road NA No Data Collected 7/29/2019 188 502 PEACH LN No Data Collected NA No Data Collected NA No Data Collected https://www.garfield-county.com/road-bridge/files/sites/28/2019/11/2019-Traffic-Count-Study.pdf Retrieved on January 14, 2021 Page 12 of 12 51 SOPRIS AVE No Data Collected NA No Data Collected NA No Data Collected 52 52 No Data Collected NA No Data Collected NA No Data Collected 54 MESA ST No Data Collected NA No Data Collected NA No Data Collected 55 GLENWOOD AVE No Data Collected NA No Data Collected NA No Data Collected 56 CEDAR ST No Data Collected NA No Data Collected NA No Data Collected 57 SO PRIS AVE No Data Collected NA No Data Collected NA No Data Collected 58 58 No Data Collected NA No Data Collected NA No Data Collected 59 PINE STREET No Data Collected NA No Data Collected NA No Data Collected 62 FISHER CEMETERY RD No Data Collected NA No Data Collected NA No Data Collected 64 FISHER CREEi< RD No Data Collected NA No Data Collected NA No Data Collected 69 WESTBANK RD Beginning of Road 8/20/2014 702 6/14/2019 890 70 OAl<LN No Data Collected NA No Data Collected NA No Data Collected 71 FAIRWAY LN No Data Collected NA No Data Collected NA No Data Collected 72 MEADOW LN No Data Collected NA No Data Collected NA No Data Collected 73 SUNLIGHT VIEW Beginning of Road NA No Data Collected 5/28/2019 429 74 ALPINE CT No Data Collected NA No Data Collected NA No Data Collected 75 DEER PARI( CRT No Data Collected NA No Data Collected NA No Data Collected 76 MEADOW WOOD ROAD Beginning of Road NA No Data Collected 5/28/2019 249 78 BUCI< POINT RD No Data Collected NA No Data Collected NA No Data Collected 79 BASALT MOUNTAIN DR No Data Collected NA No Data Collected NA No Data Collected 80 ELK RANGE RD No Data Collected NA No Data Collected NA No Data Collected 81 SUNLIGHT DR No Data Collected NA No Data Collected NA No Data Collected 82 82 No Data Collected NA No Data Collected NA No Data Collected 83 83 No Data Collected NA No Data Collected NA No Data Collected 88 SUNLIGHT PEAK RD No Data Collected NA No Data Collected NA No Data Collected 99 SNOWMASS DR No Data Collected NA No Data Collected NA No Data Collected Monthly Summary Data CDOT OTIS Station ID 000011, ON I-70 NE/O SH 131, WOLCOTT CALYR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 2025 25,479 26,324 29,302 27,293 30,723 34,025 35,429 34,260 33,173 30,559 27,111 2024 24,599 26,348 28,636 27,598 31,699 35,277 37,063 35,273 33,292 30,521 25,011 25,375 2023 25,318 27,442 28,837 27,527 30,139 34,140 35,558 33,604 31,508 30,156 26,525 25,651 2022 24,486 24,843 29,366 26,912 28,616 33,694 34,262 33,264 32,983 29,877 26,727 25,384 2021 24,064 24,697 29,156 28,675 32,013 35,571 34,096 25,913 32,666 30,062 27,745 25,939 2020 25,212 24,948 20,794 14,355 23,111 28,892 32,426 24,820 31,220 30,163 24,252 23,951 2019 24,754 24,526 26,836 26,614 29,111 33,505 34,978 34,099 32,049 29,503 25,247 25,706 2018 23,833 23,879 28,066 25,227 29,140 31,990 32,973 31,668 31,171 27,693 24,967 24,944 2017 21,883 23,391 27,430 24,926 27,503 32,675 33,346 31,620 29,830 27,045 25,064 24,946 2016 22,470 20,829 25,512 23,563 27,800 31,702 33,354 32,044 30,647 27,020 23,524 23,246 2015 21,420 20,606 25,633 23,457 25,290 29,571 32,273 29,663 28,616 25,758 21,938 23,347 2014 19,821 19,902 23,275 21,317 23,761 27,277 29,877 28,696 26,362 24,408 20,203 21,459 2013 19,541 19,101 22,792 20,349 23,523 21,059 28,327 27,702 24,218 22,205 19,886 20,527 2012 19,531 19,755 23,271 20,611 23,037 26,496 27,976 27,526 24,666 22,125 20,449 18,208 2011 18,928 18,957 21,794 19,271 21,061 25,090 27,358 27,519 25,481 22,004 19,863 20,684 2010 19,580 19,845 20,536 20,416 22,368 25,691 28,091 27,231 24,872 20,956 19,086 19,337 2009 20,473 21,084 22,687 20,734 22,971 26,494 28,787 27,696 25,134 22,138 20,205 19,814 2008 21,786 22,880 24,374 22,791 24,524 26,906 28,666 28,362 25,861 23,962 20,539 19,436 2007 21,395 21,353 23,637 22,582 24,265 27,268 29,439 26,065 23,595 22,722 22,460 20,238 2006 19,845 18,485 23,220 22,153 21,138 26,740 28,011 27,524 25,338 20,618 21,992 20,939 Average 22,221 22,460 25,258 23,319 26,090 29,703 31,615 29,727 28,634 25,975 23,140 22,586 Seasonal Adjustment Factors CDOT OTIS Station ID 000011, ON I-70 NE/O SH 131, WOLCOTT Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 22,221 22,460 25,258 23,319 26,090 29,703 31,615 29,727 28,634 25,975 23,140 22,586 Jan 22,221 1.00 1.01 1.14 1.05 1.17 1.34 1.42 1.34 1.29 1.17 1.04 1.02 Feb 22,460 0.99 1.00 1.12 1.04 1.16 1.32 1.41 1.32 1.27 1.16 1.03 1.01 Mar 25,258 0.88 0.89 1.00 0.92 1.03 1.18 1.25 1.18 1.13 1.03 0.92 0.89 Apr 23,319 0.95 0.96 1.08 1.00 1.12 1.27 1.36 1.27 1.23 1.11 0.99 0.97 May 26,090 0.85 0.86 0.97 0.89 1.00 1.14 1.21 1.14 1.10 1.00 0.89 0.87 Jun 29,703 0.75 0.76 0.85 0.79 0.88 1.00 1.06 1.00 0.96 0.87 0.78 0.76 Jul 31,615 0.70 0.71 0.80 0.74 0.83 0.94 1.00 0.94 0.91 0.82 0.73 0.71 Aug 29,727 0.75 0.76 0.85 0.78 0.88 1.00 1.06 1.00 0.96 0.87 0.78 0.76 Sep 28,634 0.78 0.78 0.88 0.81 0.91 1.04 1.10 1.04 1.00 0.91 0.81 0.79 Oct 25,975 0.86 0.86 0.97 0.90 1.00 1.14 1.22 1.14 1.10 1.00 0.89 0.87 Nov 23,140 0.96 0.97 1.09 1.01 1.13 1.28 1.37 1.28 1.24 1.12 1.00 0.98 Dec 22,586 0.98 0.99 1.12 1.03 1.16 1.32 1.40 1.32 1.27 1.15 1.02 1.00 Monthly Summary Data from CDOT OTIS: https://dtdapps.coloradodot.info/otis/TrafficData#ui/2/2/1/station/000011/criteria/000011/ Data Retrieved on December 10, 2025 Monthly Summary Data CDOT OTIS Station ID 000105, ON I-70 E/O SH 82, GLENWOOD SPRINGS CALYR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 2025 14,568 15,323 18,403 19,032 22,024 23,185 23,846 23,198 22,248 20,959 17,844 2024 14,120 15,453 17,850 19,152 23,026 24,663 25,281 23,941 22,805 21,107 16,210 16,783 2023 14,282 16,289 18,028 18,728 21,599 23,838 24,321 22,536 22,360 21,153 17,760 15,630 2022 13,730 15,367 18,194 18,357 21,255 22,934 22,770 21,964 22,176 20,278 17,461 14,989 2021 13,911 14,435 18,724 20,354 23,203 24,175 23,166 17,324 20,859 19,740 17,980 15,410 2020 14,689 14,517 13,535 8,509 21,670 24,056 25,081 20,483 15,819 14,298 2019 14,470 14,326 17,029 18,472 21,157 23,361 24,333 23,415 21,969 20,279 16,209 15,375 2018 14,359 13,980 18,010 17,719 21,123 22,997 24,555 22,992 21,757 18,771 16,230 15,013 2017 12,385 13,972 18,038 17,446 20,544 22,913 24,177 21,356 19,718 17,829 16,579 15,312 2016 12,782 13,254 17,056 15,932 19,666 22,315 23,788 22,080 20,732 18,419 15,971 13,714 2015 13,080 12,918 16,577 16,137 18,697 20,955 23,057 15,445 12,854 13,912 2014 11,799 11,697 15,171 15,024 17,407 20,157 21,708 21,041 18,446 16,845 13,476 12,959 2013 11,920 11,775 14,448 13,896 16,683 19,376 20,682 19,837 17,392 15,366 13,390 12,645 2012 11,837 11,825 15,269 15,875 19,283 20,360 19,711 17,679 15,271 13,734 12,187 2011 11,553 11,371 14,137 13,730 20,112 19,402 17,930 15,380 13,044 12,779 2010 12,064 11,937 13,739 14,034 16,516 18,968 21,103 20,147 18,336 15,853 13,029 11,569 2009 12,482 12,657 14,969 14,353 17,574 19,498 21,072 20,017 18,093 15,329 13,704 12,221 2008 11,773 12,736 15,561 15,770 17,160 19,267 20,707 20,405 18,053 16,225 14,277 12,337 2007 12,948 13,107 16,292 16,489 21,371 21,053 19,052 16,922 15,491 11,991 2006 12,630 12,957 14,953 15,767 17,511 19,788 21,094 20,316 18,564 16,436 14,757 13,016 Average 13,069 13,495 16,299 16,258 19,472 21,630 22,578 21,359 19,898 17,905 15,291 13,797 Seasonal Adjustment Factors CDOT OTIS Station ID 000105, ON I-70 E/O SH 82, GLENWOOD SPRINGS Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 13,069 13,495 16,299 16,258 19,472 21,630 22,578 21,359 19,898 17,905 15,291 13,797 Jan 13,069 1.00 1.03 1.25 1.24 1.49 1.66 1.73 1.63 1.52 1.37 1.17 1.06 Feb 13,495 0.97 1.00 1.21 1.20 1.44 1.60 1.67 1.58 1.47 1.33 1.13 1.02 Mar 16,299 0.80 0.83 1.00 1.00 1.19 1.33 1.39 1.31 1.22 1.10 0.94 0.85 Apr 16,258 0.80 0.83 1.00 1.00 1.20 1.33 1.39 1.31 1.22 1.10 0.94 0.85 May 19,472 0.67 0.69 0.84 0.83 1.00 1.11 1.16 1.10 1.02 0.92 0.79 0.71 Jun 21,630 0.60 0.62 0.75 0.75 0.90 1.00 1.04 0.99 0.92 0.83 0.71 0.64 Jul 22,578 0.58 0.60 0.72 0.72 0.86 0.96 1.00 0.95 0.88 0.79 0.68 0.61 Aug 21,359 0.61 0.63 0.76 0.76 0.91 1.01 1.06 1.00 0.93 0.84 0.72 0.65 Sep 19,898 0.66 0.68 0.82 0.82 0.98 1.09 1.13 1.07 1.00 0.90 0.77 0.69 Oct 17,905 0.73 0.75 0.91 0.91 1.09 1.21 1.26 1.19 1.11 1.00 0.85 0.77 Nov 15,291 0.85 0.88 1.07 1.06 1.27 1.41 1.48 1.40 1.30 1.17 1.00 0.90 Dec 13,797 0.95 0.98 1.18 1.18 1.41 1.57 1.64 1.55 1.44 1.30 1.11 1.00 Monthly Summary Data from CDOT OTIS: https://dtdapps.coloradodot.info/otis/TrafficData#ui/2/2/1/station/000011/criteria/000011/ Data Retrieved on December 10, 2025 Seasonal Adjustment Factor Calculations November 2025 Traffic Counts - CR150 STA Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month 000011 0.96 0.97 1.09 1.01 1.13 1.28 1.37 1.28 1.24 1.12 1.00 0.98 Nov 000105 0.85 0.88 1.07 1.06 1.27 1.41 1.48 1.40 1.30 1.17 1.00 0.90 Nov Average 0.91 0.93 1.08 1.04 1.20 1.35 1.42 1.34 1.27 1.15 1.00 0.94 Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average Adjustment Factor 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Adjusted SAF 0.95 0.96 1.04 1.02 1.10 1.17 1.21 1.17 1.13 1.07 1.00 0.97 1.07 ADT Site Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec AADT 370 Site 1 353 356 385 377 407 435 448 433 420 397 370 359 395 101 Site 2 96 97 105 103 111 119 122 118 115 108 101 98 108 0. 9 6 0. 9 7 1. 0 9 1. 0 1 1. 1 3 1. 2 8 1. 3 7 1. 2 8 1. 2 4 1. 1 2 1. 0 0 0. 9 8 0. 8 5 0. 8 8 1. 0 7 1. 0 6 1. 2 7 1. 4 1 1. 4 8 1. 4 0 1. 3 0 1. 1 7 1. 0 0 0. 9 0 0. 9 1 0. 9 3 1. 0 8 1. 0 4 1. 2 0 1. 3 5 1. 4 2 1. 3 4 1. 2 7 1. 1 5 1. 0 0 0. 9 4 0. 9 5 0. 9 6 1. 0 4 1. 0 2 1. 1 0 1. 1 7 1. 2 1 1. 1 7 1. 1 3 1. 0 7 1. 0 0 0. 9 7 0.80 0.90 1.00 1.10 1.20 1.30 1.40 1.50 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 000011 000105 Average Adjusted SAF ---------------------------- 1111 1111 ■ ■ ■ ■ -------------- Seasonal Adjustment Factor Calculations July 2019 Traffic Counts - CR151 STA Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month 000011 0.70 0.71 0.80 0.74 0.83 0.94 1.00 0.94 0.91 0.82 0.73 0.71 Jul 000105 0.58 0.60 0.72 0.72 0.86 0.96 1.00 0.95 0.88 0.79 0.68 0.61 Jul Average 0.64 0.65 0.76 0.73 0.84 0.95 1.00 0.94 0.89 0.81 0.70 0.66 Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average 0.64 0.65 0.76 0.73 0.84 0.95 1.00 0.94 0.89 0.81 0.70 0.66 0.80 Adjustment Factor 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Adjusted SAF 0.82 0.83 0.88 0.86 0.92 0.97 1.00 0.97 0.95 0.90 0.85 0.83 0.90 ADT Site Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec AADT 226 CR151A 185 187 199 195 208 220 226 220 214 204 193 188 203 0. 6 4 0. 6 5 0. 7 6 0. 7 3 0. 8 4 0. 9 5 1. 0 0 0. 9 4 0. 8 9 0. 8 1 0. 7 0 0. 6 6 0. 8 2 0. 8 3 0. 8 8 0. 8 6 0. 9 2 0. 9 7 1. 0 0 0. 9 7 0. 9 5 0. 9 0 0. 8 5 0. 8 3 0.00 0.20 0.40 0.60 0.80 1.00 1.20 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average Adjusted SAF ---------------------------- ■ ■ ---------------------------------------------------------- USDA United States '==:?::7'.7T Department of Agr iculture NRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies includ ing the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties; and Flat Tops Area, Colorado, Parts of Eagle , Garfield, Moffat, Rio Blanco, and Routt Counties 7W ranch July 8 , 2025 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map.................................................................................................................. 8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................12 Map Unit Descriptions........................................................................................ 12 Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties................................................................................................... 15 9—Ansel-Anvik association, 25 to 45 percent slopes................................. 15 10—Anvik-Skylick-Sligting association, 10 to 25 percent slopes................16 11—Anvik-Skylick-Sligting association, 25 to 50 percent slopes................ 19 18—Cochetopa-Antrobus association, 12 to 25 percent slopes................. 21 53—Gothic loam, 25 to 65 percent slopes..................................................23 Flat Tops Area, Colorado, Parts of Eagle, Garfield, Moffat, Rio Blanco, and Routt Counties...................................................................................25 9—Anvik, warm-Cochetopa-Passar complex, 3 to 25 percent slopes........ 25 18—Cochetopa-Adel-Hapgood loams, 5 to 25 percent slopes...................27 20—Cochetopa-Antrobus complex, 5 to 25 percent slopes........................31 W—Water....................................................................................................33 References............................................................................................................34 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 Custom Soil Resource Report Soil Map .---...,-===""--------======-,_ MIO---O>TW.,.,..._:WGS84 o:lgtlles:UIM,-I.JNWGS84 9 P4"21"N MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Survey Area Data: Version 15, Aug 29, 2024 Soil Survey Area: Flat Tops Area, Colorado, Parts of Eagle, Garfield, Moffat, Rio Blanco, and Routt Counties Survey Area Data: Version 7, Aug 29, 2024 Your area of interest (AOI) includes more than one soil survey area. These survey areas may have been mapped at different scales, with a different land use in mind, at different times, or at different levels of detail. This may result in map unit symbols, soil Custom Soil Resource Report 10 el □ (I D lb ~ l:!, □ .... (2' 181 ,,....., • +--H ◊ _,,,._ ;w; ~ . .. ~ 0 ~ A. • ~ 0 0 V + · .. . . 0 ~ ti MAP LEGEND MAP INFORMATION properties, and interpretations that do not completely agree across soil survey area boundaries. Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 25, 2021—Sep 5, 2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 11 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 9 Ansel-Anvik association, 25 to 45 percent slopes 36.0 4.2% 10 Anvik-Skylick-Sligting association, 10 to 25 percent slopes 112.7 13.1% 11 Anvik-Skylick-Sligting association, 25 to 50 percent slopes 7.6 0.9% 18 Cochetopa-Antrobus association, 12 to 25 percent slopes 131.1 15.2% 53 Gothic loam, 25 to 65 percent slopes 3.9 0.5% Subtotals for Soil Survey Area 291.2 33.9% Totals for Area of Interest 859.9 100.0% Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 9 Anvik, warm-Cochetopa-Passar complex, 3 to 25 percent slopes 244.2 28.4% 18 Cochetopa-Adel-Hapgood loams, 5 to 25 percent slopes 45.4 5.3% 20 Cochetopa-Antrobus complex, 5 to 25 percent slopes 270.1 31.4% W Water 9.0 1.0% Subtotals for Soil Survey Area 568.6 66.1% Totals for Area of Interest 859.9 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made Custom Soil Resource Report 12 up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. Custom Soil Resource Report 13 An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 14 Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties 9—Ansel-Anvik association, 25 to 45 percent slopes Map Unit Setting National map unit symbol: jq7n Elevation: 7,500 to 9,500 feet Mean annual precipitation: 18 to 22 inches Mean annual air temperature: 38 to 40 degrees F Frost-free period: 70 to 80 days Farmland classification: Not prime farmland Map Unit Composition Ansel and similar soils:70 percent Anvik and similar soils:20 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ansel Setting Landform:Hills, fans Landform position (two-dimensional):Footslope Landform position (three-dimensional):Lower third of mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium Typical profile H1 - 0 to 23 inches: loam H2 - 23 to 48 inches: stony clay loam H3 - 48 to 60 inches: clay loam Properties and qualities Slope:25 to 45 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.60 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: High (about 9.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: C Ecological site: F048AY918CO - Spruce-Fir Woodland Other vegetative classification: Spruce-Fir (null_21) Hydric soil rating: No Custom Soil Resource Report 15 Description of Anvik Setting Landform:Fans, mountain slopes Landform position (three-dimensional):Lower third of mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium and/or mixed colluvium Typical profile H1 - 0 to 12 inches: loam H2 - 12 to 18 inches: sandy loam H3 - 18 to 42 inches: cobbly clay loam H4 - 42 to 60 inches: cobbly clay loam Properties and qualities Slope:25 to 45 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Moderate (about 8.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: B Ecological site: F048AY918CO - Spruce-Fir Woodland Other vegetative classification: Spruce-Fir (null_21) Hydric soil rating: No Minor Components Other soils Percent of map unit:10 percent Hydric soil rating: No 10—Anvik-Skylick-Sligting association, 10 to 25 percent slopes Map Unit Setting National map unit symbol: jq46 Elevation: 7,500 to 9,500 feet Mean annual precipitation: 18 to 22 inches Mean annual air temperature: 38 to 40 degrees F Frost-free period: 70 to 80 days Custom Soil Resource Report 16 Farmland classification: Not prime farmland Map Unit Composition Sligting and similar soils:35 percent Anvik and similar soils:30 percent Skylick and similar soils:25 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Sligting Setting Landform:Mountains Landform position (three-dimensional):Mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Colluvium derived from sandstone and/or colluvium derived from basalt and/or residuum weathered from sandstone and/or residuum weathered from basalt Typical profile H1 - 0 to 24 inches: very stony loam H2 - 24 to 30 inches: extremely cobbly clay loam H3 - 30 to 36 inches: very cobbly clay H4 - 36 to 60 inches: very stony clay Properties and qualities Slope:10 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: C Ecological site: F048AY449CO - Aspen Woodland Hydric soil rating: No Description of Anvik Setting Landform:Mountain slopes, fans Landform position (three-dimensional):Lower third of mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium and/or mixed colluvium Typical profile H1 - 0 to 12 inches: loam H2 - 12 to 18 inches: sandy loam Custom Soil Resource Report 17 H3 - 18 to 42 inches: cobbly clay loam H4 - 42 to 60 inches: cobbly clay loam Properties and qualities Slope:10 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Moderate (about 8.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: QUAKING ASPEN (null_18) Hydric soil rating: No Description of Skylick Setting Landform:Mountains Landform position (three-dimensional):Mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Colluvium derived from sandstone and/or residuum weathered from sandstone Typical profile H1 - 0 to 31 inches: loam H2 - 31 to 48 inches: clay loam H3 - 48 to 60 inches: gravelly sandy clay loam Properties and qualities Slope:10 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.60 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: C Ecological site: F048AY449CO - Aspen Woodland Hydric soil rating: No Custom Soil Resource Report 18 Minor Components Other soils Percent of map unit:10 percent Hydric soil rating: No 11—Anvik-Skylick-Sligting association, 25 to 50 percent slopes Map Unit Setting National map unit symbol: jq4k Elevation: 7,500 to 9,500 feet Mean annual precipitation: 18 to 22 inches Mean annual air temperature: 38 to 40 degrees F Frost-free period: 70 to 80 days Farmland classification: Not prime farmland Map Unit Composition Sligting and similar soils:35 percent Skylick and similar soils:30 percent Anvik and similar soils:25 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Sligting Setting Landform:Mountains Landform position (three-dimensional):Mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Colluvium derived from sandstone and/or colluvium derived from basalt and/or residuum weathered from sandstone and/or residuum weathered from basalt Typical profile H1 - 0 to 24 inches: very stony loam H2 - 24 to 30 inches: extremely cobbly clay loam H3 - 30 to 36 inches: very cobbly clay H4 - 36 to 60 inches: very stony clay Properties and qualities Slope:25 to 50 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Custom Soil Resource Report 19 Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: C Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: QUAKING ASPEN (null_18) Hydric soil rating: No Description of Skylick Setting Landform:Mountains Landform position (three-dimensional):Mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Colluvium derived from sandstone and/or residuum weathered from sandstone Typical profile H1 - 0 to 31 inches: loam H2 - 31 to 48 inches: clay loam H3 - 48 to 60 inches: gravelly sandy clay loam Properties and qualities Slope:25 to 50 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.60 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: C Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: QUAKING ASPEN (null_18) Hydric soil rating: No Description of Anvik Setting Landform:Mountain slopes, fans Landform position (three-dimensional):Lower third of mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Mixed alluvium and/or mixed colluvium Custom Soil Resource Report 20 Typical profile H1 - 0 to 12 inches: loam H2 - 12 to 18 inches: sandy loam H3 - 18 to 42 inches: cobbly clay loam H4 - 42 to 60 inches: cobbly clay loam Properties and qualities Slope:25 to 50 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: Moderate (about 8.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: B Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: QUAKING ASPEN (null_18) Hydric soil rating: No Minor Components Other soils Percent of map unit:10 percent Hydric soil rating: No 18—Cochetopa-Antrobus association, 12 to 25 percent slopes Map Unit Setting National map unit symbol: jq53 Elevation: 8,500 to 10,500 feet Mean annual precipitation: 18 to 20 inches Mean annual air temperature: 36 to 38 degrees F Frost-free period: 45 to 60 days Farmland classification: Not prime farmland Map Unit Composition Cochetopa and similar soils:45 percent Antrobus and similar soils:35 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report 21 Description of Cochetopa Setting Landform:Mountains, fans Landform position (three-dimensional):Lower third of mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Alluvium derived from basalt Typical profile H1 - 0 to 3 inches: loam H2 - 3 to 38 inches: clay loam H3 - 38 to 60 inches: gravelly clay loam Properties and qualities Slope:12 to 20 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.60 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: High (about 10.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: C Ecological site: R048AY250CO - Subalpine Loam Other vegetative classification: subalpine loam (null_84) Hydric soil rating: No Description of Antrobus Setting Landform:Mountains, fans Landform position (three-dimensional):Lower third of mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Alluvium derived from basalt and/or colluvium derived from basalt Typical profile H1 - 0 to 13 inches: very stony loam H2 - 13 to 60 inches: extremely stony loam Properties and qualities Slope:15 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.20 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Custom Soil Resource Report 22 Calcium carbonate, maximum content:10 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 3.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: B Ecological site: R048AY237CO - Stony Loam Other vegetative classification: Stony Loam (null_82) Hydric soil rating: No Minor Components Other soils Percent of map unit:20 percent Hydric soil rating: No 53—Gothic loam, 25 to 65 percent slopes Map Unit Setting National map unit symbol: jq6c Elevation: 8,200 to 9,500 feet Mean annual precipitation: 18 to 22 inches Mean annual air temperature: 38 to 40 degrees F Frost-free period: 60 to 80 days Farmland classification: Not prime farmland Map Unit Composition Gothic and similar soils:85 percent Minor components:15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Gothic Setting Landform:Valley sides, alluvial fans Down-slope shape:Linear Across-slope shape:Linear Parent material:Alluvium from glacial till Typical profile H1 - 0 to 12 inches: loam H2 - 12 to 34 inches: clay H3 - 34 to 60 inches: gravelly clay loam Properties and qualities Slope:25 to 65 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Custom Soil Resource Report 23 Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water supply, 0 to 60 inches: High (about 9.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: C Ecological site: R048AY238CO - Brushy Loam Other vegetative classification: BRUSHY LOAM (null_4) Hydric soil rating: No Minor Components Kilgore Percent of map unit:10 percent Landform:Depressions Hydric soil rating: Yes Other soils Percent of map unit:5 percent Hydric soil rating: No Custom Soil Resource Report 24 Flat Tops Area, Colorado, Parts of Eagle, Garfield, Moffat, Rio Blanco, and Routt Counties 9—Anvik, warm-Cochetopa-Passar complex, 3 to 25 percent slopes Map Unit Setting National map unit symbol: jp36 Elevation: 8,000 to 10,000 feet Mean annual precipitation: 20 to 25 inches Mean annual air temperature: 38 to 42 degrees F Frost-free period: 50 to 70 days Farmland classification: Not prime farmland Map Unit Composition Anvik, warm, and similar soils:35 percent Cochetopa and similar soils:30 percent Passar and similar soils:25 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Anvik, Warm Setting Landform:Mountain slopes Landform position (three-dimensional):Mountainflank Parent material:Colluvium derived from sandstone and shale and/or basalt Typical profile Oe - 0 to 1 inches: moderately decomposed plant material A - 1 to 14 inches: loam BE - 14 to 19 inches: gravelly loam Bt - 19 to 44 inches: gravelly clay loam C - 44 to 60 inches: gravelly loam Properties and qualities Slope:3 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.60 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Custom Soil Resource Report 25 Description of Cochetopa Setting Landform:Fans, mountain slopes Landform position (three-dimensional):Mountainflank Parent material:Colluvium derived from sandstone and shale and/or basalt Typical profile Oe - 0 to 1 inches: moderately decomposed plant material A - 1 to 12 inches: loam BA - 12 to 17 inches: clay loam Bt - 17 to 33 inches: channery clay BC - 33 to 40 inches: channery sandy clay C - 40 to 60 inches: cobbly clay loam Properties and qualities Slope:3 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:5 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: C Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Description of Passar Setting Landform:Mountain slopes Landform position (three-dimensional):Mountainflank Parent material:Colluvium and/or residuum weathered from volcanic and metamorphic rock Typical profile A - 0 to 12 inches: stony loam BA - 12 to 19 inches: stony clay loam Bt - 19 to 45 inches: very stony clay C - 45 to 60 inches: very stony clay loam Properties and qualities Slope:3 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Custom Soil Resource Report 26 Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 6.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: C Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Minor Components Angostura Percent of map unit:3 percent Landform:Mountain slopes, cuestas Landform position (three-dimensional):Mountainflank Other vegetative classification:Spruce-Fir (null_21) Hydric soil rating: No Peeler Percent of map unit:3 percent Landform:Mountain slopes Landform position (three-dimensional):Mountainflank Other vegetative classification:Spruce-Fir (null_21) Hydric soil rating: No Antrobus Percent of map unit:3 percent Landform:Mountain slopes Landform position (three-dimensional):Mountainflank Ecological site:R048AY238CO - Brushy Loam Other vegetative classification:BRUSHY LOAM (null_4) Hydric soil rating: No Rock outcrop Percent of map unit:1 percent Landform:Cliffs, bluffs Hydric soil rating: No 18—Cochetopa-Adel-Hapgood loams, 5 to 25 percent slopes Map Unit Setting National map unit symbol: jp0n Custom Soil Resource Report 27 Elevation: 7,000 to 10,200 feet Mean annual precipitation: 20 to 30 inches Mean annual air temperature: 37 to 43 degrees F Frost-free period: 50 to 75 days Farmland classification: Not prime farmland Map Unit Composition Cochetopa and similar soils:35 percent Adel and similar soils:30 percent Hapgood and similar soils:25 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cochetopa Setting Landform:Fans, mountain slopes Landform position (three-dimensional):Mountainflank Parent material:Colluvium derived from sandstone and shale and/or basalt Typical profile Oe - 0 to 1 inches: moderately decomposed plant material A - 1 to 12 inches: loam BA - 12 to 17 inches: clay loam Bt - 17 to 33 inches: channery clay BC - 33 to 40 inches: channery sandy clay C - 40 to 60 inches: cobbly clay loam Properties and qualities Slope:5 to 20 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:5 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: C Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Description of Adel Setting Landform:Mountain slopes, hillslopes Landform position (three-dimensional):Mountainflank Parent material:Colluvium and/or alluvium derived from limestone and sandstone Custom Soil Resource Report 28 Typical profile A1 - 0 to 12 inches: loam A2 - 12 to 41 inches: loam C - 41 to 60 inches: loam Properties and qualities Slope:9 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:5 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Description of Hapgood Setting Landform:Mountain slopes, ridges Landform position (three-dimensional):Mountainflank Parent material:Alluvium and/or colluvium derived from basalt Typical profile Oe - 0 to 1 inches: moderately decomposed plant material A1 - 1 to 8 inches: loam A2 - 8 to 28 inches: gravelly loam C - 28 to 60 inches: very cobbly loam Properties and qualities Slope:5 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 6.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: B Custom Soil Resource Report 29 Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Minor Components Rock outcrop Percent of map unit:1 percent Landform:Cliffs, bluffs Hydric soil rating: No Angostura Percent of map unit:1 percent Landform:Mountain slopes, cuestas Landform position (three-dimensional):Mountainflank Other vegetative classification:Spruce-Fir (null_21) Hydric soil rating: No Clayburn Percent of map unit:1 percent Landform:Alluvial fans, drainageways, ridges, basin floors Landform position (three-dimensional):Lower third of mountainflank Ecological site:R048AY228CO - Mountain Loam Other vegetative classification:Mountain Loam (048XY228CO) Hydric soil rating: No Emerald Percent of map unit:1 percent Landform:Mountain slopes Landform position (three-dimensional):Mountainflank Other vegetative classification:ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Gothic Percent of map unit:1 percent Landform:Mountain slopes Landform position (three-dimensional):Mountainflank Ecological site:R048AY247CO - Deep Clay Loam Other vegetative classification:Deep Clay Loam (048XY247CO) Hydric soil rating: No Mayoworth Percent of map unit:1 percent Landform:Mountain slopes, ridges Landform position (three-dimensional):Mountainflank Ecological site:R048AY247CO - Deep Clay Loam Other vegetative classification:Deep Clay Loam (048XY247CO) Hydric soil rating: No Mulgon Percent of map unit:1 percent Landform:Fans, mountain slopes Other vegetative classification:Spruce-Fir (null_21) Hydric soil rating: No Namela Percent of map unit:1 percent Landform:Ridges, mountain slopes Custom Soil Resource Report 30 Landform position (three-dimensional):Mountainflank Other vegetative classification:BRUSHY LOAM (null_4) Hydric soil rating: No Rhone Percent of map unit:1 percent Landform:Mountain slopes, ridges Landform position (three-dimensional):Mountainflank Ecological site:R048AY238CO - Brushy Loam Other vegetative classification:BRUSHY LOAM (null_4) Hydric soil rating: No Poose Percent of map unit:1 percent Landform:Mountain slopes Landform position (three-dimensional):Mountainflank Other vegetative classification:ASPEN WOODLAND (048AY449C0) Hydric soil rating: No 20—Cochetopa-Antrobus complex, 5 to 25 percent slopes Map Unit Setting National map unit symbol: jp0r Elevation: 8,000 to 9,500 feet Mean annual precipitation: 20 to 30 inches Mean annual air temperature: 37 to 43 degrees F Frost-free period: 50 to 70 days Farmland classification: Not prime farmland Map Unit Composition Cochetopa and similar soils:50 percent Antrobus and similar soils:35 percent Minor components:15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cochetopa Setting Landform:Ridges, mountains Landform position (two-dimensional):Shoulder Landform position (three-dimensional):Mountainflank, side slope Parent material:Colluvium derived from sandstone and shale and/or basalt Typical profile Oe - 0 to 1 inches: moderately decomposed plant material A - 1 to 12 inches: loam BA - 12 to 17 inches: clay loam Bt - 17 to 33 inches: channery clay Custom Soil Resource Report 31 BC - 33 to 40 inches: channery sandy clay C - 40 to 60 inches: cobbly clay loam Properties and qualities Slope:5 to 20 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:5 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: C Ecological site: F048AY449CO - Aspen Woodland Other vegetative classification: ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Description of Antrobus Setting Landform:Mountains, ridges Landform position (two-dimensional):Shoulder Landform position (three-dimensional):Mountainflank, side slope Parent material:Colluvium derived from sandstone and shale and/or basalt Typical profile A - 0 to 10 inches: stony loam AC - 10 to 15 inches: gravelly loam C - 15 to 60 inches: very gravelly loam Properties and qualities Slope:8 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:5 percent Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 5.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Ecological site: R048AY238CO - Brushy Loam Custom Soil Resource Report 32 Other vegetative classification: BRUSHY LOAM (null_4) Hydric soil rating: No Minor Components Peeler Percent of map unit:5 percent Landform:Mountains, ridges Landform position (two-dimensional):Shoulder Landform position (three-dimensional):Mountainflank, side slope Other vegetative classification:Spruce-Fir (null_21) Hydric soil rating: No Anvik Percent of map unit:5 percent Landform:Mountains, ridges Landform position (two-dimensional):Shoulder Landform position (three-dimensional):Mountainflank, side slope Other vegetative classification:ASPEN WOODLAND (048AY449C0) Hydric soil rating: No Angostura Percent of map unit:4 percent Landform:Mountains, ridges Landform position (two-dimensional):Shoulder Landform position (three-dimensional):Mountainflank, side slope Other vegetative classification:Spruce-Fir (null_21) Hydric soil rating: No Rock outcrop Percent of map unit:1 percent Landform:Cliffs, bluffs Hydric soil rating: No W—Water Map Unit Composition Water:100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report 33 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 34 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 35 7W Guest Ranch ~ 3412 County Road 151 t ! Gypsum, Colorado 81637 (970) 524-9328 LllOd:nl NOiiV~ILS:MNI ri1os H~NVH iSIDf) M.L Experience rhe Colorado Rockies year round • Engineering, Inc. CMIJGEOTECHNICAL SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED MODULAR CABIN 7W GUEST RANCH -FUQUA LODGE HOME PROJECT 3412 COUNTY ROAD 151 GARFIELD COUNTY, COLORADO PROJECT NO. 05122 SEPTEMBER 16, 2005 PREPARED FOR: 7W GUEST RANCH MS. SUSIE WILDER WILHELM P.O. BOX 2082 EDWARDS, CO 81632 P.O. Box 2837, Edwards, CO 81632 , (970) 926-9088 Tel, (970) 926-9089 Fax TABLE OF CONTENTS EXECUTIVE SUMMARY ..................................................... 2 SCOPE OF STUDY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SITE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PROPOSED CONSTRUCTION . . . . . . .. . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . 3 FIELD INVESTIGATION ...................................................... 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION . . . . . . .. . . . . . . . . . . . . . . . . . 3 FOUNDATION RECOMMENDATIONS ......................................... 4 SLAB CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 RETAINING WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 lJNDERDRAIN" SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SITE GRADING AND DRAJNAGE .. . . .. . . . .. . . . . . . . .. . . . .. . . . .. . .. . . . .. . . . . . . . 6 LAWN IRRlGATION ......................................................... 6 LMITATION ............................................................... 7 FIGURES LOCATION SKETCH .......................................... DRAWING NO. I SUBSURFACE EXPLORATION LOGS ........................... FIGURE NO's 1-2 PERIMETER DRAIN .......................................... FIGURE NO . 3 EXECUTIVE SUMMARY The proposed modular cabin should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2000 psf. They should construct the footings on the undisturbed clayey•sand gravel with cobbles. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a proposed modular cabin to be constructed at the 7W Guest Ranch• Fuqua Lodge Home Project, 3412 County Road 151, Garfield County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. SITE DESCRIPTION 2 The proposed building site is located west of the existing lodge and storage barn, in the location of the demolished, two mobile homes, at 3412 County Road 151, Garfield County, Colorado. To the south of the site is aspen forest, to the northwest is the new barn, and to the north is a pond. The topography of the proposed building site is moderate. There was no vegetation within the proposed building site. After the demolition of the mobile homes, they had just leveled the site. Drainage is to the north. The site is vacant. LKP Engineering, Inc. ------------------------------- PROPOSED CONSTRUCTION We understand that the proposed cabin will be pre-manufactured, wooden structure, consisting of two stories, wood frame construction, with a concrete foundation . We anticipate loads to be light, typicaJ of residential construction. 3 If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation conducted on September 14, 2005, consisted of excavating, logging and sampling two test pits. Excavation of the test pits was done with a John Deere 120C, trackhoe. The test pits' locations are shown on Drawing No. 1. We show the soil profile of the test pits on the Subsurface Exploration Logs, Figure No's l and 2. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profiles encountered in the two test pits were fairly uniform . Test Pit No. l had two to 4 feet of topsoil. The depth of the topsoil layer increased to the north of the test pit. Below the topsoil layer and to a total depth of over 8 feet there was brown, clayey-sandy gravel with angular cobbles. Test Pit No.2 had 3 feet of topsoil, over 3 feet of brown, clayey-sandy gravel with angular cobbles. Ground water was not encountered in either test pit. We sampled the soil in the test pits at random intervals . LKP Engineering, Inc. 4 FOUNDATION RECOMMENDATIONS The proposed manufactured cabin can be supported with conventional type spread footings, designed for a maximum aJlowable soil bearing pressure of2000 psf. The footings should be placed on the undisturbed clayey-sandy gravelly with cobbles. We recommend minimwn width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. We recommend a minimum of 48 inches ofbackfil] cover for frost protection of the footing subsoils. The foundation excavation should be observed by the undersigned engineer to verify that the soil conditions encountered during construction are as anticipated in this report. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof-rolling of the foundation excavation. Soft spots detected during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natural on-site soils, exclusive of topsoil and organics, are suitable to support lightly loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable materiaJ, compacted to a minimwn of95 percent of the maximum standard Proctor density (ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments LKP Engineering, Inc. 5 greater than 3 inches. The concrete slab should be constructed over a 4-inch ]ayer of clean gravel consisting of - 3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab-on-grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab shou]d be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETAINING WALLS Foundation wa1ls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent flu.id density of 60 pcf for an "at-rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAINSYSTEM To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No. 3). The foundation perimeter drain should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The LKP Engineering, Inc . drain pipe should be laid over a polyethylene moisture barrier glued to the foundation wall and covered with a minimum of6 inches of-3/4-inch free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. SITE GRADING AND DRAINAGE 6 Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. They should use mechanical methods of compaction. Do not puddle the foundation excavation. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfil1. LAWN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. LKP Engineering, Inc. LlMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soi] conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No. I and on assumptions stated in the report . Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Ms. Susie Wilder Wilhelm, 7W Guest Ranch, for the specific application to the proposed pre-manufactured cabin at 3412 County Road 151, Garfield County, Colorado. J:\WP 12-LKP\05 l 22cl-snd-gr-cobb.RPT.wpd LKP Engineering, Inc . ~ ~ it:;e; () ~1 ! ' ~ \ \ I ~ \ I Q: I I t I l ! I I ~ I I e I I I I I I I I I I I I I I I I I I I I I I I I / I I I I I I J I I I I I I -~-, -------I\ ------' ----~ I ' --' -------~ ' / ~ ',', -------<.:::..------· "t:;t ---~~ ',I'/ -------------:::, □Cl)Q:j / //,,,. ..... ' I I I I / I I l @ I \ ~arv, ,J i~ ! CfflL/HODCBNIC.IL r7 LOCATION SKETCH ffllM&r iGJ 05122 Engineering, Inc. 1W GtO'T RANCH -l'UClll,C,4 L<.11GE" HOtl£ PflOECr ~,c""""~-----1 '412 COUNTY~ t5t ..., 1 • • 60• P.O. 8cllC ~ ~ CO 81132 W (170) ..,_.,. br (17D) ---- IMllfED caMTY. c:a.auoo DA TE OBSER\e>: September 14, 2005 Teat Pit # 1 ELEVATION: s s y A DEPTH M M DESCRIPTION OF MA TfRIAL LABORATORY REMARKS FEET 8 p AND SAMPLE LOCA 110N T£ST R£5UL TS 0 L L £ ~ Topso,1 - - -Brown, clayey, sandy gravel with ■ angular cobbles - -5 - - -Bottom of test pit O 8 feet No Ground Water -Encountered -10 - - - - -15 - - - - -20 - LEGEND: □ -2-lnch 0.0. Ca/lfomla U'Jer Sompl• ■ -Bulk Sample DD -Natural Dry Dflnslty (pcf) MC -NaturoJ Moisture Content (~ -200 -Percent Paaalng No. 200 SJt,w, LL -Liquid Limit Pl -Plasticity Index GW -Ground wotr MOEl:T~ 05122 I.KP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG ,...Ml: 1 DA lE OBSERVED: Septembr 14, 2005 liil.EVA TIOO: Teat Pit # 2 s s y A c,EPTH "' " DESCRIPTION OF MATERIAL AND SAMPLE LOCA TifON fEET B p 0 L --r -- -- --~ --II -- -- L E Topsoil Brown, clayey, sandy ~1ravel with angular cobbles Bottom of test pit 0 1 6 feet --10 --15 --20 LEGEND: □ -2-/nch O.D. Callfornfo Liner Sampl• ■ -Bulk Sample OD -Natura/ Dry 0.,:,/ty (pcf) UC -Natural Moisture Cont.,,t (~1 -200 -P'1f'C#lt Padlng No. 200 ~,w LL -Liquid Limit Pl -Plasticity lnthx GW -Ground wt.- LABORATORY TEST RESVL TS No Ground Water £ncoun tered IXP ENGll!O!ERING, INC-I SUBSURFACE EXPl.011.tTION LOG REMARKS 05122 2 I • • • . : , . ~ .. ..... .. . . . .. . ,. . ·• . •• , . k : • : ,a • : ► ·: PLASnc UHER. GLUED TO TH£ F'OUNDA 110N WALL (00 NOT USE PLAST1C UHER ttHEN GROUND WA 1ER IS PRE'SENT) a am./caonanaaL Engineering, Inc. P.O. a. W7 ~ CO 11132 tll (170) 928-INI fa (170) 12&-lml 51..0P£ AWAY FROM BUIUJING CO~ BAa<RU.. #ITH ONE FOOT a:' HS.A me. Y IMP£R~ SOI. F1L 1CR FABRIC (MIRAF1140N OR E(J(JIVALEN'T) COARSE Qi'A 1,£2. .1/4 INCH DIAM. W'TH LESS 'THAN 5Jr RNES 4-INQI DIAIIE7ER PERFORA 'TEI) PIPE SLOPED TO A SU/TA/JI.£ otlll.ET AT 1/4• POI FOOT FOR Fl.£XJIJI.E AND AT 1/8• POI FOOT FOR RIQO PIP£ PERIJIETER DRAIN MOB:r 1'I fJlJEST' RANCH -11.QlA LOO« HCIIC PROJECT 05122 J412 caMTY ROAD 111 ~ N. T.S. ~ caMTY. OCII.QIWJO ,..#11: J 7W RANCH PROPERTY UNIT£0 STAT ES OEPAlffMENT OF' THE INTERIOR OEOLOOICAL SURVEY } I ( .. L r \ 0 r ( \ \. .. \ " ) f I / / 1 ,. / "' .. \ .. I \ ,,. \ .. \ I i i i.,. I I I i BULl..ETIN 114'2-J FUTE I (NE~? G-.,..,,._a-111 ... 511....,A '"-et!!"dll. i'M7-S3 GEOLOGIC AND STRUCTURE CONTOUR MAP OF THE GLENWOOD SPRINGS QUADRANGLE A D VICINITY, GARFIELD, EAGLE, ROUTT, AND RJO Bl.ANCO COUNTIES, COLORADO &..-..e SW% fo r F.xph111t1lion ~[l Jl 6ao 7W RANCH LOCATION T3S, R87W DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURI/EV od ,a,• • -~ 11 ,{I, ~I I,_;~ t h,A •• ,...11. , , ~;; ;~~ ,; 14 hJ /1 ,1 ,v ,, --~ ¢ h ~ ,t , /4 ~ ~ /;· ;t /, l /, :4 /•l A f1 I.•, m , I /, {I, ,£ (,1.~ .!1 h :rr, ,r ,, , ...... /4 / ✓,-f'f# -~ i'~ -~ it 1, /' ,, /, ;, ~!H, ,1 ,{ ;; ,. .,~ .. ,; ~ r;, h, JS~ ~.t.#, /' ~ ..... ,.l /, ,~ h ' 'J, i' -- . ? f, .f/,/}, I l ,.• ,.,: ~ J;· h/4 I' ,, .,·-l,~. h,1,~ .,..~;.( i,) , I' ... .. .... .. I N DE X TO TO P OGRA P HIC MAPPI NG IN t.EAOVt lLE f X2° 0UA.OR'AN OL E .. PRELIMINARY MAP CON'TOU~ lkT(RV;.L 200 FtET -.-,,t1f S.Uf'P\.[loll[NTARV OOHTOURS Al 100 H)()l IN"J(IIIVAL$ TRAkSvtRS[ MERCATOR l'ROJ[CTlON OF LANDSLIDE DEPOSITS, LEADVILLE 1° x 2° QUADRANGLE, By Roger 8 . Colton, Jeffrey A. Hol li gan, Larry w. Anderson ond Penny E. Potterson 1975 COLORADO ORANC> JUNCTION MF"-tf7 I MOAl!I MF'•He I I CIUIG "'r.70e1 lallONTJtOst Mf•702 fRINtOAO Mf•707 r:"11:2° QUADRA NGL ES INCL.UOE O IN LANDSL10E S T I.IDY '"" ' L .. JUNO t,F-708 \ I \ I i ~ MISCE LL ANEOUS FIELD S TUDIES MAP Mf -7 01 hr"•• Jnf•rr<M tn h• ,inJr-rlaln by l"1t1d11t.ltdl! dlf-pa11iti, nt1u)ttn1 [rOII lar,d1llJ1ni, t1v1- h.tic.htng, blot"k atlllllfll, di•br-1• eltdln,r, or f1owio3 0 urchrtm,a 0 a.1dflow•, rodc.•tldtn&. Tetl.'khlh, rout Sood sltde", •lab or tl•ke 1'1ldlng 0 dusplng. t•t,,• o1rc1,uwl•tlon, •ind tra.n11latloo,d •lJding. aoclt gLu:lc-r d•pa•lts, cnlluviu•• 11MI ll()}i!h,cc1on 1fopo1lt1 •r• tJ><lud,td in wocw anP'!I■, S,,_ tlll Js upped vilh h.11dalide dtrowit.• bete"•U•r dhtlnauhhlnR the11e two d@J)(ldU ftMI. Ot'lir .lltU:rthi:r 1■ dHfi- c11lt. furth•nDDr(t, 1n 8011t! &rUN clll 111111 hU~ by l.-ndaltdlfl& 11nd oth•-r l)'Jl'O'II ,,f N1U aove!Df'nta, Kov-cnt within lhc rkpn,iltll var1•• troa non• to rapid; rao.ia t1f ~veu:rut uy ah,1 M v•rl11bJ., in any aJ.ven Lll'ltd•lld• llclithJn the •a-., •• r. Att•• of d•po•l1• r11nl'• froa ••rly 1'hhtt1Cf'nl!-to Uoltu•-,n.lf. FA.c::'TCIU AFnt"TlMG AAP Af.CUIAr.f 1 Landalide depo41t• thaL tuoicJ •Inn Uw 11\:'l"TIII pt1'tlto,:r.-ph• Vl!rir t•l1.1,ri •re not •h•1'1im• L,ir,d,iJ 113•• 11n IIOU! dlrtk1,h co rea1jtalu io heavily for-- t1trd 0 .. 11 11nd conHqueM Ly ituch arutt Ul' h>•fll atr,1.ir•tely mapped th•t\ nonfor.,■tt.-d •rr••· !1-.p lft:rwracy var I•• •ct:ordlng to r;bll' q1,allt7 ot aerl•l ~M&r•ph• usN. Yau, clotJd ('Mier, p,nM 1un sn1l•. ■m:i •h•J°"• ukl" ph1;1tQlnt rrprrr •t ton £! l t f 1- C\l.ll. Napping of JaDddldrs by pbotoblu,rpr•t- tJ,x, prH•nts uoy pr('lblN■ euch ••: dt,ntnctlir-n ..-t~•ff t!lrr■r•-•h•p•II l'll~typ.-i Landa!td• .:i- p1111h■ and alluvla.l urra.:,e dll'po■h11 v~r• botb •" M)a('eat to atl'M■ c-o,,,ra"s; r111coa1.nttlo11 nl l.and11lld" d•poatt bo1md11rtu (th• up11fop• bound- '!'"J h t:dlmlOl'lly d•l loed by an utiJ ly rerogah.ed •·ur b••t thf'l to11 or 4ovndopP boulldery i• aoldoa -u ifotfin•d Jllnd th&ill '" c11rrte11ll lo ltwa.l~ C-.Al.·tly); rc-c:1.1griltlt,n cf IHablr ad!1•f'11 of bNrotli. .-irround~ b'f lallddldl! J~(!O"llh. esp .. ,·ially •r• t>rily • eull lnob proJ•"'• rhrou&h~ an1 arp.llration of laoddide d~podt• frm •Lat'lal .. pofl.lU. !.LICGtsllO~S. fOR MAJ' IJSEJlS 111 Thi• mp ■hould Dill b .. UI~ ro drtH■lnl! tht p1ub- .11ta11l1y n( rut11u la!lld .. tidlnx, •• 11H1loalc 1111,d cll-1lr clv•nll~• d"rlna ll..-p,nr fn, hundred Lhouund yurri h11v .. •lterttl BIDP• lltllbtlltv anll ffeau•• thl• aap doe• not provld• tnr.;iraat1an r•1t•rdln1 1:u11poatt1on •nd l)rpm ot ■L•vn11mt of lndlvldt,-I hndslicf• depoelte. Tl,p,u(ote, tb• up I• flDt a •u'o11tltut. for rar•fol dvtailed l11rg1"-o&c<lle •ILII inv••tlgatlon11 hy rnglnr•rfnJ g•oloahta aod •etlJa •nglneer•. Areaa ■us~•P· tibh• to lud•ltdtt and r•lat..ct •~ttvhy llhould be c•r-efoll)' 1oludf.,d lll'foo lift)' dPvti!IPp11•n1 bl!<i"• Tht.• aap ha• br<'n pr1"p•l"•d t9 provid, • tl'ijlor,al conc.rxt tor lntrrpr•t1nit Jet1!111hJ tlc.• inveat 1sac101•• 11nJ ahould br u"l,·d tn tonjoJt1•·tton 11c1hh c"lll>i\".it.phlc, •lupt", .,,dtr-tali bt!Jr()ck, aJ\11 •glh, MP"• IM1al ph1uograph11, and other .11.wallot)le tnf<t...-tion. Th~ lt11Ua- tion• o[ rhlt -p •hO\lld be obvlw11 11111-.i,h •• onll' tneh (2.~ c-) on thl!' up 1:tqual11 •pproxiaat•IY 3.9 ■lie• (f).4 It.) on th" lf'•"l.lod -itodlfted from Nfl:11<"r,, T. tL. l','72, PHlhdn,uy phnt.ohit•rrr.·t•, 10n 111ap of lends ltd .. "~ ~Ll•"'r 111.1rllc:lal depodt1 of the H0t1nt lr..Uton quad• nail• and part11 of the Moont Boudun .and Sdin Jo•• qU,A;dran1h·11. ~l&Md• and Sara• Cl111ra ClM.lntle■, C..lHcrnh: U.S . Cit~I. S\Jn.-, Ml&L". fh~ld Studl•11 Hap HF-J)IJ. ~=~--~~--· .. •·-·~,-~-~-~--~----.'06° llll)1:::1:!l!:ttttrn:~ ~illl!JiJ:J:\:::::j:JJlt:::::::::,[Iiiii ,. tm ::li s; ·•••ii••·····•·······•• •~········ ~; 21 ,. .. II SOUICES O'F' l!'tF01t'1ATIL'N Yertiul and nbHqua a,ntal photnaupt,4 r<w.rSnit dlit' eat ire-quadr,u'3h at \l.artou• acalu (l :60. QOQ •11.J lt.itird 1:1nd Jn v.-rJ01Je yP1H& ver, tntarpl"eU!r1 by R. I, C6lton In 19H. Ho•t .Uri.al p'-oto1r•ph• ua.d are a1N1l1•1Kde: Cl :60,000) ~t'II)' tl4p Se.rvlc:e Projsrt l)JAY. 19}4-~S (■v■ilabh, froa U.S. G~l<>1,Jeal Sun;ey). l. ~H, "'· "'·· •nd !i<,nhrap, s. A •• 196], Cc-oloM:Y of C:h•flwood Sprinaa qusdraog.lf' and Yit'lllllty, ncrth-•t.ern Colorlldo: U,S, C..ol. Surv•y Bull. 1142-J. pl. l. 2. Hryaot, &, U, , 1969 1 Cnilogle ••P ol th111 !t,.roc,ri 19rlla q11adran,t.le 0 Pttllln 1:1.l.'ld Curini11a111 Coot1tle1. Co1nr.3dD: U.S. ~1. 'Survey Gec•l. QuaJ, M.ip GQ-783. ). Bryant, I. ti., 1970. Ceolo15Jc.1111p or th.a H.lydrn P-..k q\Udran1le, f'itkln <1nd Cunnban Cou0l1U, ("..oloudt;r; U.S. (:POL Surv .. y Caol. Qu.,J Map GQ-861. A. lry,'"t, B. K., 1911, Gt!ol~ic -p of th• A•p~n qu:,dran1lr, Pttk[n Count')', Colorado: U.S. taot. Survey c;e,at. ~Ad. Map GQ-9)), ~. lr)'•nt, B, •• , nn. Grol<)JltC IMP of rh• tli11h- hlnd fci,d· quadrao.,tJe, fltkfn County, Colorado: U.3. Geol. ~urvPy ceol. Quad., Map CQ-Ul. 6,, P'r ... -n, Y. L,, 1972, f...oloRlc Mp of r;he Wood7 Crel!k quadrAngle, Pitkin ar,d £4&1<" Co11ntt.••• Colorado: U.S. ~l. SurY"Y r~nl . Quad KAp. GQ-96 7. 1. Fr,.. ... fl, V. L., l972, Ceolngic MP of the luedt rruadr•n•l•, PUkJn and &agh Cttuntlr~. Colorltdo: t• .s. Cool. Survey r.•ol. Quad. If.Ip G()-IMti. Fl. Fr"""'"• V, I,., 1Jnpt,b. d•tA, 9, Ga11olJ1l, D, L,, ,.oJ Cod'-'ln• l,0 It., 1%6, Gt:Dlo~k N-P r,f Lbl! H.trblt! ~uadranijh, ~nalun •nJ lltkln Counth·11, Color.do: U.S, r..-ci. Jurvey (;,..<Jl. Qu,ad. "tap CQ-~1'1. 10. Godvln, L. U., 1968. C1110lrt1t•· 1111p ,,r tt,~• l'.hjlr HountAin qu•dr•agl•• Cunni1110fl o11Dd P1lkln Ccun- tle•. Ctil<tr-ado: U.S. C.ol. Sun~y Ceol. Quad . .... GQ-704. 11. Wvu1n,. I, s., and T¥1:to, o. L .• l~H, Pre- llala.r1 report oa gf!ology aad or• d•po111ta of t.hl! Mtaturn qu..adrangle. ColonJo; U.S. Ceol. Surve1 Str,t,tt!,gk Hirirr•I• Inv. Of•n- rlle lll'pon, pl. l, ll, )l~ru:h, R. H .• and R~ed, J. C., J-r., unrub. data. lJ. Hut11chlrr, P. £., 1970, G~oto11c up nr the Sno,....111a Kounta1n 'l,Uo!r'll"lloglP, Pltkil, and Cu..- nl,u,n COCJn,1H 1 Color111fo: L/,S. Gel:ll, f.ucv11:,- C•c.,l.. Qu.ad. Kll.p -CQ-nl, H. T,,,,.,l,I, 0, L,, l97l, 11:u•nr,ndHAn<'~ geol1JJ1,h: Mp ..,I tha Dtl1on n ... tnuu ,qu,i.dn.nale, S\i~ 11h, f.J111,l•• ar,fi Cr.-ocl CotJntitt11, Color11cto: U.S. c:.,...,J. G11no•y Open-(111.-Mar,. l!i. Tw~to. o. L., .an-d R•.-i. J.C., Jt., 1973, ll•cMMlu.u,ncr go:1;111'1-tc .. p of th .. Kount llh•rt I S-.tnvte quadr■ngJ•• l.akr, Chaffr(', And Pitkin C;;11,1ntf"•• Cnl<1rado: U,S. Ct'ol. Survey Op,:011-fU,r H.ip. 16, Tittto, 0. L., 197J, llt:'"tQRnd1aanc.• giN>IO&tc .. p ol tt,e t!OUOl ,Oll ... 11 l)-111h1,1,t,• qu■dr,11,ngl,r, Grand, s,._lt, snd tagJ• Co.1ntu•11 . Colo['ado: U.S. Ceo!. Sunry !)pen-file Map. 17. Tvno, O. L., •nd R.-11'!1, 1, c., Jr,, 1973 1 R•ront1J11t.11an1.e geoioglC Mp nf the-Utf' PP;ik I ~-tnut• q\lllldrande, C-rand and SutlllliH Counti,..111, Color•do: U,S. C90l. !Kine¥ Opeo- rs•• !iitp. 18, 1\.le:Lo, 0. L.,, 1974. l•ronnai11aanc:e geologic NP or thfl Fairplay Wellt, M(Mjnt Sh~r98ft, Sootl, l'•11k, al'd Jo11it• l:ll.11 7 1/2 •ln-.it111. q1uadr•n11.,,., Park, L,iko, •nd Chlifh• C'ounttctll, Color•C!la: U.S. r.,._.01. Sunt"J Hl•c. Vleld S.t-udlu Hap HF•}~l . 19, T'wCtto, O. L., 1914, C~otoalt' .. P or th• N.ount J.Lncoln l)•111lmi1ir qu.i.dr11n,ilco, r..11-lv, Lake, Part. "nd Su•tc Couotie•, Coloradn: v.s. [lf]~=:~.~:v~: ,":C::~c~~•~ :~~!:: ::~:F~:s~: • Jr., unpub. data. 21, Tve:to, o. J.., uopub. Uta. 22, Ye>,:nd, w. r. .• 1969. ().luernary acrolog)' tit Lbt! Craod a.bet Batt.l~nL Hru,11 :arc-a, CQlorlldo! U.S. C@oJ. Sunier Pro(. Pap.,r 617, pl. l . Pwairl9J'lllrueli.t1>,.iz,t,,,1.4,1J.SG~S-.tf, 8" J:.iM, rac1era1 c-... lff. O.n""". ro eom M F M F I F FF F F F F F F F M M F F F F W U S S S S M F F F F F F F F F o o o o o o o o o o o o o o o oo o o o o oo o o o o o o o oo o o o o o o o o o o o o o oo o o o o o o o o o o o o oo o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o oo o o o o o o o o oo o o o o o o o o o o o o o oo o o o oo o oo o o o oo o o o o o oo o ss s s s o o ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! !! ! ! ! !! ! ! !!! ! ! ! !! ! !! !! ! ! ! Ç Ç Ç Ç Ç ÇÇ Æ ^ &mb &mb &ee Qa &mb &m &e &e &ee P&m Qls Qc Tb Qls P&m &b &e Qls MDr &ee &m &b Qltu &ee &ee &b &e &b Ml Qac Qdfy Qls P&m Qtb &e &ee Qto QdfyQls &mb Qls Qc Ml &e Qc &mb Tb Qdfy Qac &ee Qdfy Qdfy Ml Qc Qdfy Qdfy Qtm &ee Qc Qdfo Dc &e Qdfo &m Dc Qty Qls Qls Qac Qls &mb Qdfo Qty Qdfy Dc Qc&mb af Qtt Qdfm Qls P&m af Qco &ee Ml Qdfo Qty Qc Qdfo Qco &ee Qls Qdfo Qto &e Ml Qdfy Qc Qdfy Qc P&m Qc Qac Qdfy &ee Qls Qc Qc &mb &e Qc Qac Qac Qtm Qco Om P&m Qdfy Qco Qc Qsw Qc Qltu Qc Qc &b Qac &mb &m &b &ee &e &mb Qa Qa &e &ee Qa Qa _d Qc Qco QTg Qty af Qc Qty Qsw Qc Qdfo MDr _d QTg Qco Qco Qc Qco Qdfy Tb Qc Qdfo &e Qls &e Qc Qc Qac Qdfy Qsw Qdfy Qc Qdfy Qsw Qac Ml af Dc Qac Qsw Qac Qac Qac Qaco Qc Qc af Qtm Qsw Qls &ee Qac Qtb Qac Ml af Qco Qty Qco Qdfy Qsw Qty Tb af QtyQc Qdfy Qsw Qty Qsw Qtm Om Qty Qc af &ee Qc Qsw Qdfo Ml Qtm Qac Qdfy Qc Qsw Qc Qsw &m Qsw Qdfm Ml Qdfy Qto Qca Qltu Qc Qac Qty Qdfy Qc Qdfy Qsw Qty &mb Qsw Qsw Qltc Qva Qca Qco Qc af Qdfo Qaco &e af Qty Qca Ml Qtt Qac Qdfy Qaco &ee QacoQco Qltc P&m 34 10 13 28 25 13 32 21 24 9 4 8 5 6 9 19 64 63 74 64 74 30 10 22 15 25 25 11 14 10 17 18 10 13 14 24 45 45 47 46 27 12 12 14 15 13 10 21 17 16 11 13 14 12 18 9 6 4 8 59 35 34 35 27 14 20 21 17 52 30 41 13 10 13 17 59 25 30 16 35 65 16 20 57 35 21 30 18 15 16 30 22 5 9 12 34 13 5137 84 13 35 33 56 10 41 24 22 30 51 47 25 27 31 19 8 4 55 80 62 65 65 10 16 21 46 45 40 71 23 52 63 42 43 50 19 24 22 25 8 7 22 37 12 37 33 12 20 12 27 16 14 18 16 22 14 20 12 11 10 14 22 16 10 10 14 16 30 6 8 6 5 4 4 6 4 3 5 7 25 21 15 16 15 27 39 40 23 15 15 13 10 16 15 11 13 43 20 50 S W E E T W A T E R A N T IC L IN E Qty/Pee EAGLE RIVER AN T IC LIN E 9 A' A BURNT TREE SYNCLINE COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES DENVER, COLORADO OPEN-FILE REPORT 08-14 GEOLOGIC MAP OF THE DOTSERO QUADRANGLE, EAGLE AND GARFIELD COUNTIES, COLORADO Plate 1 of 2 Booklet accompanies map LIST OF MAP UNITS The complete description of map units and references are in the accompanying booklet SURFICIAL DEPOSITS HUMAN-MADE DEPOSITS GEOLOGIC MAP OF THE DOTSERO QUADRANGLE, EAGLE AND GARFIELD COUNTIES, COLORADO By Randall K. Streufert, Robert M. Kirkham, Timothy J. Schroeder II and Beth L. Widmann 2008 Geology mapped in 1996GIS and cartography by Karen Morgan 1 23 4 5 6 8 ADJOINING 7.5' QUADRANGLES 1 Point Creek2 North Delta3 Orchard City4 Roubideau5 Olathe NW6 Camel Back7 Hoovers Corner8 Olathe7 Contact—Dashed where approximately located Anticline—Showing axial trace; dashed where approximately located; dotted where concealed; arrow on end of axial trace indicates direction of plunge; number at end of axial trace indicates amount of plunge in degrees Syncline—Showing axial trace; dashed where approximately located; dotted where concealed Monocline—Anticlinal bend; showing shorter arrow on steeper beds; dashed where approximately located; dotted where concealed Monocline—Synclinal bend; showing shorter arrow on steeper beds; dashed where approximately located; dotted where concealed af Artificial fill (latest Holocene) Qc Colluvium (Holocene and late Pleistocene) ALLUVIAL DEPOSITS COLLUVIAL DEPOSITS Qsw Sheetwash deposits (Holocene and late Pleistocene) Qty Younger terrace alluvium (late Pleistocene) Qtm Intermediate terrace alluvium (late Pleistocene) Qto Older terrace alluvium (middle Pleistocene) Qtt Oldest terrace alluvium (middle Pleistocene) QTg High-level gravel (early Pleistocene or late Tertiary) ALLUVIAL AND COLLUVIAL DEPOSITS EOLIAN DEPOSITS UNDIFFERENTIATED DEPOSITS BEDROCK UNITS Tb Basalt (Miocene) Ml Leadville Limestone (Mississippian) Dc Chaffee Group (Upper Devonian) Om Manitou Formation (Lower Ordovician) VOLCANICLASTIC AND VOLCANIC ROCKS OF DOTSERO AND WILLOW PEAK VOLCANOES OTHER BEDROCK Sawatch Quartzite and unnamed overlying rocks, undivided (Upper Cambrian)— Shown on cross section only_s Surficial deposits, undifferentiated (Quaternary)—Shown on cross section onlyQ Precambrian rocks, undivided (Proterozoic)—Shown on cross section onlyp_ _d Dotsero Formation (Upper Cambrian) Mississippian and Devonian rocks, undivided (Mississippian and Upper Devonian) &mb Minturn and Belden Formations, undivided (Lower and Middle Pennsylvanian) &b Belden Formation (Lower Pennsylvanian) &m Minturn Formation (Middle Pennsylvanian) &ee Eagle Valley Evaporite (Middle Pennsylvanian) &e Eagle Valley Formation (Middle Pennsylvanian) P&m Maroon Formation (Permian and Pennsylvanian) Qtb Trachybasalt (Quaternary) Qca Agglutinated cinders (Quaternary) Consolidated lapilli tuff (Quaternary) Qltu Unconsolidated lapilli tuff (Quaternary) Qva Volcanic ash (middle Pleistocene) Qdfo Old debris-flow deposits (Holocene? and Pleistocene) Qaco Older alluvium and colluvium, undivided (Holocene? and Pleistocene) Qdfm Intermediate debris-flow deposits (Holocene and late Pleistocene) Qac Alluvium and colluvium, undivided (Holocene) Qdfy Younger debris-flow deposits (Holocene) Qco Older colluvium (Pleistocene) Qls Landslide deposits (Holocene and Pleistocene) Fault—Dashed where approximately located; dotted where concealed; ball on downthrown side; includes faults related to flowage of evaporite I F 9 Overturned anticline—Showing axial trace; dashed where approximately located; dotted where concealed M T V Alignment of cross sectionAA' §Thermal spring ^Locality of rock sample—Radiometrically dated using the 40AR/39AR method Gravel pit or cinder pitÄ Strike and dip of overturned bedding—Showing direction and angle of dip25s Strike and dip of inclined bedding—Showing direction and angle of dip16o Qltc MDr Qa Stream-channel, flood-plain, and low-terrace deposits (Holocene and late Pleistocene) Perimeter of Dotsero Crater 7W RANCH PROPERTY IS UNMAPPED, APPROX. 3 MILES TO NORTHWEST. ... . :~iT1llJ• ltrifl~ ~~~ o,: tMt """''°"""' HOMflCI fUll E] --[2] CJ CJ CJ CJ D □ f,):)Ja] D D ----D CJ D D -CJ D D -D D D D -.- -------. Garfield County Comprehensive Plan -Future Land Use Elk Winter Osprey Nest Sites Mule Deer Severe Winter Range J J__ Mule Deer 7/7/2025 , 11:52:40AM 0 ~DoorWinl.orRtltlg0(20t8) -Gt~tieJ S.goG10U$0COfORbtiOO (Link$Q0'$•2018)0sprey Nes1StleS 131ghOmWintOfR(ltigo (2018) -OOSb'oYO(t -Elk M,gr,iilionCOfr.;Jors.(2018) -MJJ1o[)oo,WintorConQi_111tl'tltl()l'I AIOl'(2018) ~ G<ef;t~&tgoGr0U$0PrQ1oction Alott -ACTIVE -6igl'IQmW1nl01"Conoon1:tt1tton Aroo.(2018) D lntw::~ USfWAQualx:Sl)KMIS M ule:()(M)r~W inlorRengo(20t8,) c:J Pronghl;wnW intOr C(inQ)fltrt,tl(ln -DESTROYED □ OighcmPrQQl,J(:t:JQli Ar\\&(2018) D V~m.i«LIVr~ -Endengefed -MIN0881'MigratlonComdors(2018} -Pror,ghom Migra.bonCOfllOOfS -INACTM:. ~ 81ghomSew!reWin18fR8fl(,)9(2018} -8ald Eagl9Commooal Aoosls(2018) -Thteatened □ ElkProduc:bon Ara&(2018} K,l f c»cttstooco--er&II R.ange c2018) -U NKNOWN c:J 8eldEagl&W IOlefCoo08fltnlborl(2018) □ Moosoe WITTlefftange(2013) I:] Murl1C1P9Jtty '7 Whff-Ta11e<1Pra1ne0og0veraPRer)ge(20t8} CD OeS!gnatedCtltttvoalTrool H8bC81(200&) ::.=J Peregme f'aloon Nesbng Ar9& -8eldE&g1&RooslSll8'5(2018) -M oose ConcentraOOOAree(2018J D Pareets C reat8f Sage Gtoose General Habitat -Aqu,ellc Gold Me4BI w a11n (2008) -Golden Eagle Actwe Nesl Sites (2()08) 881<1 Eagle Nesl Sites (2018) -Moose PnonlY H8tHtal (20t&) 0 Coooty -Great8f Sage Grolise Pnnary HabllBI -NOMem Goshll'Wk Ac1Ne Nesl Sites (2008} c::J Praine Falcon AdN9 Nests (:2008) -Active -Elk Winter Conoenlratlon Area 0 0 Elk Winter Concentration Area 0.23 0.38 1:36,112 0.45 0 .75 0 .9 mi 1.5 km Bureau of Land Management, Esri, HERE, Garmin , INCREMENT P, USGS, METI/NASA, EPA, USDA, Garfield County GIS printed from w eb app Copyright Garfield County 2020 345 COLORADO AVE. SUITE 106 | CARBONDALE, COLORADO 81623 | 970.379.4155 Page 1 of 2 April 20, 2026 Philip Berry, Senior Planner Community Development, Garfield County 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Via email: pberry@garfield-county.com RE: 7W Ranch: Responses to Completeness Review Comments for 7W Ranch Lodging Facility (File No. LIPA-03-26-9127) Dear Philip, Thank you for your letter dated April 8, 2026, which provided the County’s completeness review comments for the above-referenced application. The County’s comments are copied below, followed by the Applicant’s responses in blue. County Comments & Applicant Responses: 1. Please review and update the list of property owners within 200 feet of the parcel boundaries. Parcels 186327200122 and 186328400119 appear to have changed ownership. Applicant Response: The updated list of property owners has been provided in Appendix C of the application. 2. The Title Commitment is from 2024. Either an updated commitment, letter of no-change, or similar representations are needed to show that there are no new encumbrances. Applicant Response: A letter addressing this topic has been provided in Appendix B of the application. 3. An additional application form for the Community Gathering Use is required. This request is an Administrative Review LUCP in the Rural Zone District, but it will be called-up to be considered concurrently with the Lodging Use. Additional narrative on the event/gathering use, what facilities will be used, location of temporary portable toilets, and possible locations of tents are requested and maybe provided in the application’s narrative and site plan maps. Application materials for the Lodging request will be used for the Community Gathering Facility to minimize duplication of materials and efforts. LAND WEST PLANNING I LANDSCAPE ARCHITECTURE I DEVELOPMENT SERVICES 34 5 C O L O R A D O A V E . S U I T E 1 0 6 | C A R B O N D A L E , C O L O R A D O 8 1 6 2 3 | 9 7 0 . 3 7 9 . 4 1 5 5 Pa g e 2 of 2 Ap p l i c a nt Re s p o n s e : An a p p l i c a t i o n f o r m f o r t h e p r o p o s e d C o m m u n i t y G a t h e r i n g U s e ( s p e c i a l ev e n t s ) i s i n c l u d e d i n Ap p e n d i x A . T h e N a r r a t i v e R e p o r t ( S e c t i o n 5 . 4 ) a n d t h e P r o p o s e d S i t e P l a n (Ap p e n d i x F ) h a v e b e e n u p d a t e d t o r e f l e c t t h e s p e c i a l e v e n t s u s e , i n c l u d i n g d e s i g n a t e d l o c a t i o n s fo r p a r k i n g , t e n t s , a n d p o r t a b l e s a n i t a t i o n u n i t s . 4. Add i t i o n a l i n f o r m a t i o n o n t h e e x i s t i n g , h i s t o r i c f a c i l i t i e s a n d u s e s i s n e e d e d . T h i s s h o u l d i n c l u d e de s c r i p t i o n s o f t h e e x i s t i n g s t r u c t u r e s , e x p l a n a t i o n o f e x i s t i n g w a s t e w a t e r m a n a g e m e n t sy s t e m s , w a t e r s u p p l y s y s t e m s , a n d t h e d i f f e r e n t s t r u c t u r e s i d e n t i f i e d on s i t e s p l a n s , a e r i a l s , a n d as s e s s o r ’ s d a t a b a s e . T h e s e p e r m i t s w i l l b e i m p o r t a n t i n e s t a b l i s h i n g t h e l e g a l , h i s t o r i c u s e o n t h e pr o p e r t y , a n d a c l e a r r e c o r d n e e d s t o b e c r e a t e d f o r p o s t e r i t y . Ap p l ic a n t Re s p o n s e : Ad d i t i o n a l i n f o r m a t i o n r e g a r d i n g t h e h i s t o r i c a l u s e s o f t h e p r o p e r t y , in c l u d i n g e x i s t i n g f a c i l i t i e s , i s p r o v i d e d i n t h e N a r r a t i v e R e p o r t a n d t h e E x i s t i n g C o n d i t i o n s P l a n (Ap p e n d i x F ). A t a b u l a t i o n o f e x i s t i n g b u i l d i n g s i s i n c l u d e d i n S e c t i o n 4 . 3 o f t h e N a r r a t i v e R e p o r t , wh i l e S e c t i o n 4 . 4 d e s c r i b e s e x i s t i n g w a t e r r i g h t s a n d s u p p l y , a n d S e c t i o n 4 . 5 o u t l i n e s t h e e x i s t i n g wa s t e w a t e r t r e a t m e n t s y s t e m s . Ad d i t i o n a l l y , a s d i s c u s s e d d u r i n g o u r c o n v e r s a t i o n o n A p r i l 1 0 , 2 0 2 6 , a R e q u e s t f o r W a i v e r o f t h e 3 5 -fo o t Wa t e r b o d y S e t b a c k S t a n d a r d h a s b e e n i n c l u d e d i n S e c t i o n 3 . 5 o f t h e N a r r a t i v e R e p o r t . We a p p r e c i a t e th e o p p o r t u n i t y t o p r o v i d e t h i s ad d i t i o n a l in f o r m a t i o n t o th e Co u n t y , a n d w e l o o k f o r w a r d t o a d v a n c i n g th e 7W R a n c h L o d g i n g to th e re f e r r a l re v i e w p r o c e s s . T h a n k y o u f o r y o u r va l u e d ti m e an d c o m m i t m e n t to th i s a p p l i c a t i o n r e v i e w . Si n c e r e l y , LA N D W E S T Jo n F r e d e r i c k s Pr i n c i p a l cc: Ma t t Ei n e k e , O w n e r ’s Re p r e s e n t a t i v e a::