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Home My WebLink About707 MA 24 Star Valley Springs BCC Staff Report 12-4-2024 no. 5 complete 707 MA 24 BCC LINCOLN COUNTY BOARD OF COUNTY COMMISSIONERS STAFF REPORT Major Subdivision Preliminary Plat HEARING TIME AND DATE: 10:00 a.m., December 4, 2024 LOCATION: Lincoln County Courthouse, Commissioner Boardroom 3rd Floor, 925 Sage Ave., Kemmerer, Wyoming & Via Video Conference Afton Branch Office Building Conference Room, 421 Jefferson St., Afton, Wyoming FILE # 707 MA 24 APPLICANT: Star Valley Springs, LLC and Dino Cosma PROJECT NAME: Star Valley Springs Subdivision COMMUNITY PLAN AREA: Thayne ZONING: Mixed, Rural REPRESENTATIVE: Alpine Architectural Studio, LLC PLANNER: Elizabeth Williams PARCEL ID: 3419-124-00-206, 3419-124-00-222, 3419-124-00-206, 3419-124-00-206 ____________________________________________________________________________________ PROPOSAL: A Major Subdivision Preliminary Plat application proposal to subdivide 49.5 +/- acres into 22 lots, with six Commercial/Residential Lots in the Mixed Zone, ten Residential Lots in the Mixed Zone, and six Residential lots in the Rural Zone. The average lot size in the Mixed Zone is 1.1 +/- acre and the average lot size in the Rural Zone is 5.3 +/- acres. Lots 1-20 will have water provided through the Bedford Water District. Lots 21-22 will have individual wells. Each lot will require an enhanced septic system as determined by Wyoming Department of Environmental Quality (WDEQ). LOCATION: Located one mile north of the Town of Thayne, Wyoming in T34N R119W Section 12. ____________________________________________________________________________________ ATTACHMENTS: 1. Preliminary Plat and Site Plan 2. Vicinity Map 3. Draft Development Agreement 4. Agency Correspondence 5. Public Correspondence ____________________________________________________________________________________ PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission recommended that the Board of County Commissioners APPROVE File # 707 MA 23 Star Valley Springs Subdivision Preliminary Plat, with: ● Findings of Approval A. thru C. ● Conditions of Approval 1. thru 8. 707 MA 24 BCC FINDINGS OF APPROVAL: A. With conditions, the proposed subdivision is consistent with the goals and objectives of the Lincoln County Comprehensive Plan. B. With conditions, the proposed subdivision is consistent with the standards and procedures of the Lincoln County Land Use Regulations. C. With conditions, the proposed subdivision is consistent with the provisions W.S. 18-5-301 through W.S. 18-5-315. CONDITIONS OF APPROVAL: 1. Compliance with agency requirements: The developer/owner shall obtain any and all County, State, and Federal permits, licenses, and other approvals for the construction and/or operation of the project. This may include: Local Fire District, Wyoming Department of Fire Prevention and Electrical Safety (State Fire Marshal), Wyoming State Engineer’s Office (SEO), Wyoming Department of Transportation (WYDOT), Wyoming Game and Fish, Wyoming Department of Environmental Quality (WDEQ), Army Corps of Engineers, Bureau of Land Management (BLM), and/or Environmental Protection Agency (EPA). 2. The following Dedication of Roads and Easements shall be added to the plat: The owners and proprietors have laid out and surveyed as Star Valley Springs Subdivision, and with the specific intent to do so, do hereby dedicate and convey to and for the public use forever the roads and road easements as are laid out and designated on this plat. They do also create perpetual easements for the installation and maintenance of utilities and for irrigation and drainage facilities as are laid out and designated on this plat. The undersigned hereby waives and releases all rights under and by virtue of the homestead exemption laws of the State of Wyoming. Dedication of the road or roads on this plat in no way obligates the Lincoln County Commissioners to maintain such roads nor does it relieve the developer of the obligation to construct such road or roads according to the requirements of the Lincoln County Subdivision Regulations. Witness our hands and seals this day of____________, 20 . Lien holder, Owner(s), Mortgagee (Signature(s) shall be notarized) 3. The following shall be added to the plat: a. Road names. b. Vicinity Map corrected to include major roads, town boundaries and identification of property within 0.25 mile on each side. c. Survey monuments. d. A ten-foot utility easement on two sides of each lot. e. Cross sections of the road (paved and gravel), detailing a minimum 26-foot roadway width and cul-de-sacs with a 70-foot radius right-of-way and 60-foot radius improved surface. f. Dedication of streets, roads, parks, easements and open space. g. Certificate of Owner, BCC Certificate of Approval, Certificate of Mortgagee, Certification of Recordation of County Clerk h. Correct depiction of the southern subdivision road replacing the existing gravel road. 4. The developer shall provide two 13’ x 60’ parent parking areas for proposed school bus stops. These shall be on the right-hand side of the road, heading east approaching Muddy String 707 MA 24 BCC County Road No. 117 at the Starbuck Drive and Lost Creek intersections. They shall be placed outside of the subdivision and County Road right-of-way. 5. The developer shall obtain a review by the United States Postal Service (USPS) for mail delivery. The developer may need a plan for Cluster Box Units and an agreement with USPS. The agreement may include turnout, installation placement, and snow removal. Cluster Box Units shall be placed outside of the County Right-of-Way. 6. The developer shall install fire hydrants in the subdivision and provide a site plan or description of the location of the hydrants to the planning staff prior to Preliminary Plat approval. 7. The following Plat Warning shall be added to the Final Plat as required by DEQ: Individual septic systems for the Star Valley Springs Subdivision are required to be enhanced treatment systems. For all 22 lots within the Star Valley Springs Subdivision, it is the individual lot/home owner's responsibility to obtain a Chapter 3 Permit to Construct from the Wyoming Department of Environmental Quality for the construction and/or modification of an enhanced treatment septic system. 8. The Plat shall have the following warning for soil restrictions: Lots 1-10, 14-18, and lots 21 and 22 may have soils rated as Very Limited for septic tank absorption fields. For roads and streets, shallow excavations, and erosion hazard, soils in the subdivision are rated between Somewhat Limited to Very Limited. AGENCY CORRESPONDENCE: Lincoln County Weed & Pest: At the time of inspection there was Musk Thistle, Black Henbane and Canada Thistle present on the property. My recommendation is to implement a weed management plan on the property. For these two species doing a mid to late June treatment with herbicide is optimal. Star Valley Conservation District: Recommended Plat Warnings • SVCD recommends enhanced septic systems and no basements due to the high groundwater levels found across the entire section and the soils report findings regarding seepage, flooding, and slow water movement. Dwelling with and without basements: The degree of limitations for dwellings with and without basements in areas of Greyback gravelly loam (Gg), Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Not Limited. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to flooding and depth to saturated zone. Soil cuts were not conducted as part of this review. Care should be taken not to locate buildings in the intermittent drainage or any drainage channel where overland flooding could occur during early spring snowmelt or heavy thunderstorms. Sewage Disposal: The degree of limitations for septic tank absorption fields for areas containing Greyback gravelly loam (Gg) and Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to seepage, bottom layer, flooding, depth to saturated zone and slow water movement. Areas consisting of Thayne loam, 0 to 3 percent slopes (TeA) and Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Somewhat Limited due to slow water movement. Roads and Streets: The degree of limitations for roads and streets for areas containing Greyback gravelly loam (Gg) are rated as Somewhat Limited due to frost action. Areas consisting of Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA), are rated as Very Limited due to frost action. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to flooding, frost action, and low strength. 707 MA 24 BCC Shallow excavations: The degree of limitations for shallow excavations for areas containing Greyback gravelly loam (Gg), Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Somewhat Limited due to unstable excavation walls. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are all rated as Somewhat Limited due to flooding, depth to saturated zone, and unstable excavation walls. Erosion Hazard: The potential of erosion hazard for unsurfaced roads and trails and construction sites in areas containing Greyback gravelly loam (Gg) are rated as Somewhat Limited due to frost action. Areas consisting of Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Very Limited due to frost action. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to flooding, frost action, and low strength. Wyoming Department of Environmental Quality (DEQ): In order to meet requirements established in Wyoming Water Quality Rules, Chapter 23, Section 7(d)(viii)(A) (I and II) and Chapter 23, Section 7 (d)(viii)(B) individual septic systems for the Star Valley Springs Subdivision are required to be enhanced treatment systems per Chapter 23, Section 7 (d)(viii)(C)(I and II). These enhanced treatment systems must have advanced nitrogen removal technology that is capable of achieving an effluent Total Kjeldahl Nitrogen concentration of less than 25 mg/L (maximum 30-day average) and advanced fecal removal technology that is capable of achieving an effluent Fecal Coliform count of less than 800 colonies/100 mL (maximum 30-day geometric mean). For all 22 lots within the Star Valley Springs Subdivision it is the individual lot/home owner's responsibility to obtain a Chapter 3 Permit to Construct from the Wyoming Department of Environmental Quality for the construction and/or modification of an enhanced treatment septic system. A Wyoming Registered Professional Engineer must design the enhanced treatment septic system per WQR Chapter 23, Section 7(d)(viii)(E). A Permit to Construct Application for enhanced treatment septic systems must be submitted to the Water Quality Division Northwest District Engineer in Lander. For the proposed advanced Enviro-Septic enhanced treatment septic systems the bottom of the leach field bed sand must be at least 6 feet above the seasonally high groundwater. Lincoln County School District #2: We have witnessed a significant decrease in the number of students who walk to the bus stop particularly in neighborhoods with relatively large lot sizes and an increase in the number of students who wait for the bus inside of a vehicle. Under current school district policies and procedures bus stops would be established at intersecting side roads with Muddy String. Starbuck Drive and the Lost Creek intersections would be logical locations for bus stops. For these reasons we propose 13' x 60' pull outs at these intersections. We recommend that each be placed so that traffic approaching Muddy String can pull off on their right hand side to wait at a bus stop. Thank you for your consideration of these school bus stop safety measures. Fire Chief Thayne Fire Department: I have had a couple of discussions with Mr. Bennett about the Star Valley Springs subdivision off of Muddy String Road. As I look over the plot plan, I am requesting the county ask for some fire hydrants in this subdivision. Most of this subdivision is accessible to the Bedford water system. I believe with the length of the roads in this subdivision meet the requirements for fire hydrants. This property is within the Mid-Valley Fire District boundary and there is a hydrant about 600 feet up Lost Creek Road. 707 MA 24 BCC Bedford Water and Sewer District: Please accept this will-serve letter on behalf of the Bedford Water and Sewer District ("District") to provide culinary water service to Lots 1 through 20 of the proposed Star Valley Springs, subdivision ("Subdivision"), which is located at the junction of Muddy String and Lost Creek….This letter will confirm that Star Valley Springs is not requesting culinary water service to Lots 21 and 22, and there are no current plans to annex additional land to the District for connections outside the current District boundaries. This letter will also confirm that Star Valley Springs will provide all lot owners with irrigation water rights and opportunities through Porto Irrigation District membership, as well as any other available irrigation water rights. PUBLIC CORRESPONDENCE: Attached PZC DISCUSSION: Planning and Zoning Board Members heard this project on November 20, 2024. They discussed the subdivision signs, lighting, and irrigation water. Kade Smith of Sunrise Engineering responded to questions regarding irrigation water lines. The applicant’s site map with fire hydrants, bus pull-outs and cluster mailboxes were briefly reviewed. There was some discussion on restricting basements. UPDATED SUBMISSIONS The applicant submitted an updated plat that meets the requirements of Conditions of Approval #2 and #3. Therefore, planning staff recommends that the Board of County Commissioners APPROVE File # 707 MA 23 Star Valley Springs Subdivision Preliminary Plat, with: ● Findings of Approval A. thru C. ● Conditions of Approval #2 and #3 removed, and the remaining Conditions re-numbered to read Conditions of Approval 1-6. ● Condition of Approval #7 added to read: “The developer shall enter into a Development Agreement with the County. The Development Agreement shall be signed by all parties and filed with the Lincoln County Clerk’s Office no later than 60 days after approval of the Preliminary Plat or the application and approval shall be voided.” ● A recommendation for the Board of County Commissioners to sign the Development Agreement. R/WIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAIIIIIIIIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRN 0°36'01" E, 1276.55'IIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAAA723.19'IIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRIIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRIIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAIIIIIIIRRRRRRRRRRRRRRIRRLEGENDAAIIRRRRKarson & Kaitlyn WildeUnplattedR/WProposed Graveled 2-Way RoadExisting or Proposed Paved RoadBoundary Proposed 60' Access and Utility EasementBoundary Existing 30' Access Easement (Bk 998 Pg 462)Boundary Existing and Proposed Irrigation EasementsBoundary Proposed 25' Residential Non-building BufferBoundary Existing 60' Access and Utility Easement (Bk 1077 Pg 477)Existing unimproved roadExisting gravel roadExisting ground contourR/WR/WJustin B. RothLot 2, White Tail MeadowsR/WC 7 89°26'43" 100.00' 156.11' S 44°44'41" E, 140.74' Centerline RoadC 6 39°42'54" 130.00' 90.11' N 19°52'46" W, 88.32' Easement BoundaryC 5 89°26'38" 70.00' 109.28' S 44°07'18" E, 98.51' Easement BoundaryC 4 34°59'32" 130.00' 79.39' S 71°20'56" E, 78.17' Lot BoundaryC 3 34°59'32" 130.00' 79.39' S 71°20'56" E, 78.17' Lot Boundary # R L Chord TypeC 2 49°43'46" 130.00' 112.83' S 63°58'46" E, 109.32' Lot BoundaryC 1 90°33'17" 100.00' 158.05' N 45°52'40" E, 142.10' Lot BoundaryEmmet MavyLot 3, White Tail MeadowsSecond Filing7.00'R/WR/WR/WR/WXL Storage, LLCLot 4, White Tail MeadowsSecond FilingR/WR/WR/W[6BE][6BE]SCALE: 1 INCH = 100 FEETCONTOUR INTERVAL = 5'200150100500R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W[6BE]R/WR/WR/WR/WR/WR/W R/W[6BE]R/W[6BE][6BE]R/WR/WTotal area of Subdivision = 49.558 acres.Total number of lots - 22Current County zoning designations: Mixed Use, RuralNo proposed zoning designation changes.Proposed Use:Commercial / Residential (Mixed Use Zoning) - 6 lots (Lots 1 - 6)Average Lot Size: 1.083 acresMinimum Lot Size: 1.015 acresMaximum Lot Size: 1.364 acresResidential (Mixed Use Zoning) - 10 lots (Lots 7 - 16)Average Lot Size: 1.128 acresMinimum Lot Size: 0.998 acresMaximum Lot Size: 1.335 acresResidential (Rural Zoning) - 6 lots (Lots 17 - 22)Average Lot Size: 5.297 acresMinimum Lot Size: 5.049 acresMaximum Lot Size: 5.632 acresNo further division of lots under current Lincoln County regulations.[10BE]R/WR/WMatthew D & Paige D. SperryUnplattedR/WR/W[10BE]Driveway EnvelopeLand Use TableR/WR/W[10BE][10BE][10BE]R/WR/WR/WAdam & Jennifer StembridgeUnplattedDriveway EnvelopeR/WR/WR/W[10BE]DrivewayEnvelopeR/WR/WJeremie M MooreLot 1 OzR/WR/WR/W[6BE]R/WDate: November 21, 2024 Job No. 22-126906 Main StreetEvanston, WY 82930(307) 789-4545Prepared by:JetbondEstatesScale: 1" = 1000'Location MapR118WR119WT34NWhitetail Meadows2nd FilingStarbuckDriveOzHesson Commercial Park 2Lost Creek Road (C.R. 12-120)7121813To the MoonSubdivisionOzSecond Filing7652143Page 1 of 2Preliminary Platof theStar Valley SpringsSubdivisionOwners: Star Valley Springs, LLCP.O. Box 2911Alpine, WY 83128Dino & Noelle Cosma5400 Telephone RoadSanta Maria, CA 93455All of theTo the Moon SubdivisionTogether With Unplatted LandsLocated in theS1/2 SE1/4 of Section 12T34N, R119W, 6th P.M.Lincoln County, WyomingPlat WarningsThe seller does not warrant to a purchaser that the purchaser has any rights to the natural flow of any stream within or adjacent to the proposed subdivision. The State of Wyoming does not recognize any riparian rights to the continued natural flow of a stream or river for persons living on the banks of a stream or river (W.S. 18-5-306, 2023).No proposed centralized sewage system (W.S. 18-5-306, 2023). Lot owners shall be responsible for building their own small wastewater disposal systems which meet State and County standards. Culinary water for Lots 1 through 20 to be provided by the Bedford Community Water System. Lots 21 and 22 shall be responsible for developing their own wells which meet State standards.Warning: Lots may be located in areas of severe soil limitations. Site conditions may prevent the use of conventional septic systems and building techniques. Each lot will require an advanced septic system in accordance with the Wyoming D.E.Q. permit for the Subdivision.No public maintenance of the roads (W.S. 18-5-306, 2023). Plat acceptance does not constitute acceptance of roadways as County roads. Access may be difficult in winter months.Warning: the surface estate of the lands within this subdivision may be subject to full and effective development of the mineral estate.Solid waste haulage service not proposed. Lot owners shall be responsible for arranging service, or hauling their own waste.Warning: There are agricultural operations adjacent to this Subdivision and agricultural related nuisances may exist with the Subdivision. Should lands adjacent to this Subdivision be removed from agricultural use the 25 Foot Residential Non-building Buffer will no longer be in effect and normal setback standards shall be applied. The existing agricultural operations are protected by W.S. 11-44-103, 2023.Lots to be subject to Covenants, Conditions and Restrictions as filed with the Lincoln County Clerk, including architectural guidelines.Maximum number of allowable equivalent bedrooms - 195 (per Water & Wastewater System Adequacy Study).Maximum bedroom equivalent per lot: [XBE]N 0°35'15" E, 194.83'Southwest cornerTo the MoonSubdivisionFound 2-1/2" steel pipe inscribed "PE/LS 698"Found 'P-K' nail in asphalt pavementCalculated position. No monument setCenterline 26' Wide Road at Lot boundaryCenterline 26' Wide Road at Lot boundaryMuddy String County Road (C.R. 12-117)Southwest cornerStar Valley Springs Parcel(Parcel 2, Bk. 1073, p. 243)[7BE]U.S. Public Land Survey System corner monument[7BE][7BE]Centerline 26' Wide Road at Lot boundaryCenterline 26' Wide Road[6BE]Centerline 26' Wide Road at Lot boundary[6BE]Centerline 26' Wide Road at Lot boundary[7BE][7BE][7BE]Northwest cornerStar Valley Springs Parcel(Parcel 2, Bk. 1073, p. 243)25' Residential Non-building BufferCenterline 26' Wide Road at Lot boundaryCenterline 26' Wide RoadP.O.B.Southeast cornerSection 12, T34N, R119WCorner witnessedwith 2.5" steel pipe30.00'Lost Creek Road (C.R. 12-120)Northeast cornerTo the MoonSubdivision[6BE]Northeast cornerStar Valley Springs Parcel(Parcel 2, Bk. 1073, p. 243)30.00'(Private)HaystackS 88°50'42" ER = 60'6050S 88°52'58" E, 559.82'10'30'30'60506045S 88°50'42" E, 723.43'624.76'5.049 acres4.769 acres netLot 185.632 acres4.385 acres netLot 17CommercialPark LaneMeadow Springs LaneKJ LaneFawn LaneProposed 25' ResidentialNon-building Buffer5.331 acres4.374 acres netLot 2230' PrivateAccessEasement456.74'Stone Creek Lane645.03'Existingunimprovedroad60256035211.98'Boundary 30' Proposed Private Access EasementPublicAccessEasementLimit of Public Access Easement60' Public Access andUtility EasementN 88°50'42" W, 732.33'60257.00'Proposed Approach180'ExistinggravelroadEnd Existing 30' AccessEasement (Bk 998 Pg 462)PrivateAccessEasement83.07'L = 112.83'6030S 88°50'42" E, 922.48'Existing 30'Access Easement(Bk 998 Pg 462)End Existing 60' Access and UtilityEasement (Bk 1077 Pg 477)SpringsValleyStarN 0°36'01" E, 599.06'304.01'N 0°35'15" E, 341.02'6045ValleyExisting Rural ZoningExisting 60' Access and UtilityEasement (Bk 1077 Pg 477) and60' Public Access and UtilityEasement (this Subdivision)23.00'7.00'S 88°50'42" E, 922.48'Star30'30'ProposedGraveled2-Way Road6040S 88°50'42" E, 298.01'LoopSprings194.83'Existing Mixed Use Zoning1.333 acres0.800 acres net298.01'Lot 16N 88°50'42" W, 952.22'146.19'146.18'157.83'10'10'20' Utility Easement (typ)N 0°35'15" E, 304.01'10'10'20' Utility Easement (typ)S 88°50'42" E, 298.01'S 88°50'42" E, 298.01'Lot 141.000 acres0.865 acres net1.000 acres0.865 acres net1.036 acres0.900 acres netLot 15Lot 13S 88°50'42" E, 723.36'S 89°13'50" E, 1124.40'Graveled2-Way RoadProposed10' IrrigationEasement10'631.52'Jill W RobinsonUnplatted6025N 0°36'01" E, 634.04'5.201 acres4.451 acres netL = 158.05'20' Utility Easement(Private)LoopS 88°50'42" E, 358.02'60356030229.01'60' Private Accessand Utility Easement10'10'20' Utility Easement405.03'Star10' IrrigationEasementLot 21358.00'6035603030'SpringsValley60' Private Access andUtility EasementS 88°50'42" E, 622.31'604030'5.429 acres4.681 acres netLot 19N 0°35'15" E, 329.98'S 86°22'21" E, 298.42'10'S 86°22'21" E, 298.42'10'Proposed 20' Irrigationand Utility Easement147.40'1.008 acres0.873 acres netLot 12L = 79.39'L = 79.39'Loop182.58'149.38'1.052 acres0.723 acres netLot 11Stone Creek Lane (Private)308.82'6040Jill W RobinsonUnplatted723.19'5.138 acres4.150 acres netLot 2020' Irrigation andUtility EasementS 79°20'11" E, 302.67'10'10'N 0°35'15" E, 308.82'168.00'140.82'6045298.01'1.220 acres0.832 acres net1.137 acres0.860 acres netLot 10Lot 9Existing Mixed Use ZoningExisting Rural ZoningGordon C and Donna S WhiteUnplattedScott A & Carolyn TitensorUnplattedN 0°35'15" E147.40'147.40'Lot 5HaystackN 0°35'15" E, 146.19'1.024 acres0.787 acres netS 0°35'15" W, 650.00'S 88°50'42" E, 922.48'S 88°50'42" E, 922.48'S 88°50'42" E, 275.01'23.00'(Public)6050Existing 20'Irrigation Easement(Bk 404PR Pg 383)23.00'305.01'Proposed Paved 2-Way Road60'S 88°50'42" E, 305.01'10' Irrigation Easement1.364 acres0.729 acres net6055Lot 1194.83'Joshua A & Jennifer RakerUnplattedPalisades Land & Home LLCLot 5, Hesson Commercial Park AmendedMuddy146.19'S 88°50'42" E, 305.01'S 88°50'42" E, 305.01'(Private)LaneN 0°35'15" E, 144.96'60551.032 acres0.795 acres net1.024 acres0.788 acres net1.015 acres0.783 acres net60' PrivateAccessand UtilityEasementLot 3S 88°50'42" E, 305.01'N 0°35'15" E, 146.18'Lot 4Lot 2144.96'RoadSpring146.18'N 0°35'15" E198.00'1.271 acres0.768 acres netS 88°50'42" E, 305.01'20' Utility Easement (typ)S 88°50'42" E, 305.01'1.040 acres0.639 acres net10'10'(Private)165.00'N 0°35'15" E148.46'Proposed Paved 2-Way Road30'30'Lot 6S 0°35'15" W, 634.49'RoadCounty148.46'Starbuck Drive6055N 0°35'15" ES 84°58'26" E, 306.47'Court305.01'191.27'1.224 acres0.842 acres netR = 70'Right-of-wayboundaryLot 7Lot 8158.47'12-117Jason E & Tracy H WolfleyLot 3 Oz Second Filing30'30'Star ValleySpringsSubdivision Date: November 21, 2024 Job No. 22-126906 Main StreetEvanston, WY 82930(307) 789-4545Prepared by:Page 2 of 2Preliminary Platof theStar Valley SpringsSubdivisionOwners: Star Valley Springs, LLCP.O. Box 2911Alpine, WY 83128Dino & Noelle Cosma5400 Telephone RoadSanta Maria, CA 93455All of theTo the Moon SubdivisionTogether With Unplatted LandsLocated in theS1/2 SE1/4 of Section 12T34N, R119W, 6th P.M.Lincoln County, Wyoming Know all men by these presents that Star Valley Springs, LLC, a Wyominglimited liability company, and Dino Cosma and Noelle Cosma, hereby certify thatthe foregoing "Star Valley Springs Subdivision" is a subdivision of Lots 1 and 2,Block 1 of the the To the Moon Subdivision, Lincoln County, Wyoming, as saidTo the Moon Subdivision is platted and recorded in the Office of the LincolnCounty Clerk as Document No. 1026633, together with adjacent unplatted landslocated in the S1/2 SE1/4 of Section 12, Township 34 North, Range 119 West,6th P.M., said lands described by Warranty Deed as Parcel 2 in Book 1073 onPage 243 of the Lincoln County Records (Star Valley Springs Parcel), theboundary of said Star Valley Springs Subdivision being more particularlydescribed as follows: BEGINNING at the Southeast corner of said Section 12 and running thenceN 88°50'42" W, 952.22 feet along the South boundary of said To the MoonSubdivision to the Southwest corner thereof; thence continuing N 88°50'42" W, 732.33 feet along the South boundary of saidStar Valley Springs Parcel to the Southwest corner thereof; thence N 0°36'01" E, 1276.55 feet along the West boundary of said Star ValleySprings Parcel to the Northwest corner thereof; thence S 89°13'50" E, 1124.40 feet along the North boundary of said Star ValleySprings Parcel to an angle point thereof; thence S 88°52'58" E, 559.82 feet along the North boundary of said Star ValleySprings Parcel to the Northeast corner thereof; thence S 0°35'15" W, 634.49 feet along the East boundary of said Star ValleySprings Parcel to the Northeast corner of said To the Moon Subdivision; thence continuing S 0°35'15" W, 650.00 feet along the East boundary of saidTo the Moon Subdivision to the POINT OF BEGINNING. Said Star Valley Springs Subdivision containing 49.558 acres, more or less. And that the survey and staking thereof into lots and easements is with the freeconsent and according to the desires of the undersigned owners. That the foregoing is a correct plat of said Star Valley Springs Subdivision assurveyed and staked into lots and easements, and that the dimensions arecorrectly shown on this plat by figures representing feet and hundredths of a foot. The undersigned owners and proprietors have laid out and surveyed as StarValley Springs Subdivision, and with the specific intent to do so, do herebydedicate and convey to and for the public use forever the roads and roadeasements as are laid out and designated on this plat, by name: Star ValleySprings Loop as it adjoins the South boundary of said Star Valley SpringsSubdivision. That Star Valley Springs Loop, except as noted above, Haystack Lane, andHaystack Circle are dedicated for the benefit and use of owners of lots withinStar Valley Springs Subdivision. They do also create perpetual easements for the installation and maintenanceof utilities and for irrigation and drainage facilities as are laid out and designatedon this plat. The undersigned hereby waives and releases all rights under and byvirtue of the homestead exemption laws of the State of Wyoming. Dedication of the roads on this plat in no way obligates the Lincoln CountyCommissioners to maintain such roads nor does it relieve the developer of theobligation to construct such road or roads according to the requirements ofLincoln County. That the benefit and use of the 30 Foot Access Easement is dedicated toproperty owners adjoining the South boundary of said 30 Foot Access Easement; That To the Moon Subdivision is hereby vacated, including the Private AccessEasement, and request that the Lincoln County Clerk write "VACATED" acrossthe face of the To the Moon Subdivision plat. The foregoing instrument was acknowledged before me by Dino Cosma andNoelle Cosma this _______ day of _________________ , _______. Witness myhand and official seal. Witness our hands this _______ day of _________________, _______.______________________ ______________________Dino Cosma Noelle CosmaState of Wyoming )) ssCounty of Lincoln )My commission expires: ______________________________________________________Notary PublicState of Wyoming )) ssCounty of Lincoln )The foregoing instrument was acknowledged before me by David Jenkins,Manager, of Star Valley Springs, LLC, a Wyoming limited liability company this_______ day of _________________ , _______. Witness my hand and officialseal. Witness my hand this _______ day of _________________, _______.________________________________Star Valley Springs, LLC, a Wyoming limited liability companyBy: David Jenkins, Manager State of Wyoming )) ssCounty of Lincoln )My commission expires: ______________________________________________________Notary PublicPursuant to Sections 34-12-102 and 34-12-103 and Sections 18-5-301 through18-5-315 of the Wyoming Statutes 2019, as amended, STAR VALLEY SPRINGSSUBDIVISION was approved at the regular meeting of the Board of LincolnCounty Commissioners held on this ______ day of _________________,________.Subject to the provisions of a resolution and amendments thereto, for theapproval of subdivision and townsite plats as adopted on 4 May 2005, asamended. Plat approval does not constitute acceptance of streets and/orroadways as County roads. Designation of County Roads is only accomplishedby compliance with provisions of Section 24-3-101, Wyoming Statutes 2019, asamended. CERTIFICATE of APPROVALState of Wyoming )) ssCounty of Lincoln )Board of County CommissionersCounty of Lincoln_____________________________ ____________________________Kent Connelly, Chairman Jerry W. Hansen, Commissioner_____________________________ ____________________________April Brunski, Clerk Teri Bowers, Commissioner I, Fred W. Coles, Wyoming P.L.S. No. 6927, of Evanston, Wyoming, herebycertify that I have subdivided the land shown on this plat into lots and easements to be known as the "Star Valley Springs Subdivision" and that the dimensions of the plat and the lots and easements are correctly shown; and that the lots are well and accurately staked. CERTIFICATE of OWNERS_______________________________April Brunski, ClerkState of Wyoming )) ssCounty of Lincoln )State of Wyoming )) ssCounty of Uinta )The foregoing instrument was acknowledged before me by Fred W. Coles this_______ day of ____________________ , _______. Witness my hand andofficial seal. State of Wyoming )) ssCounty of Uinta )My commission expires: ______________________________________________________Notary PublicCERTIFICATE of SURVEYORCERTIFICATE of RECORDATIONThis Plat was filed in the Office of the Clerk of Lincoln County, Wyoming on this______ day of __________________ , ________. 122 117HWY 89120 THAYNEVICINITY MAP: NTS PROJECT LOCATION: EXISTING MIXED USE ZONINGEXISTNG RURAL ZONING LOT 21 EXISTING PROPERTY LINE PROPOSED PROPERTY LINE EXISTING ROWRD 117 PROPOSED 60' UTILITY AND ROAD EASEMENT EXISTING 60' ACCESS EASEMENT MUDDY STRING ROAD 117 (45 MPH)LOT 12 EXISTING MIXED USE ZONINGEXISTNG RURAL ZONING STARBUCK DRIVE STONE CREEK LANE (PRIVATE) 30'30' EXISTING PROPERTY LINE PROPOSED 60' UTILITY AND ROAD EASEMENT LOT 20 LOT 19LOT 11 LOT 5 LOT 6 LOT 10 LOT 7 LOT 3LOT 14 LOT 2 LOT 1 LOT 9 LOT 8 LOT 13 LOT 4 LOT 18 LOT 17 LOT 22 LOT 15 LOT 16 (25 MPH) (20 MPH) LOST CREEK ROAD 120 (20 MPH)(20 MPH)EXISTING 20' IRRIGATION EASEMENT EXISTING 30' ACCESS EASEMENT PROPOSED 10' IRRIGATION EASEMENT PROPOSED 10' IRRIGATION EASEMENT 25' AGRICULTURAL SETBACK PROPOSED 10' IRRIGATION EASEMENT PROPOSED 10' IRRIGATION EASEMENT PROPOSED 60' UTILITY AND ROAD EASEMENT 30'30' SIGN LOCATION SIGN LOCATION PURPOSED 13' x 60' BUS STOP PULL-OUT LOCATION PURPOSED 13' x 60' BUS STOP PULL-OUT LOCATION PURPOSED USPS CLUSTER BOX UNIT.(USPS REVIEW & AGREEMENT REQUIRED)432'466'197'494'475'301' 500' PURPOSED FIRE HYDRANT:TYPICAL WHERE SHOWN FIRE HYDRANT:CODE REFERENCE:1)IFC 2024 APPENDIX C MINIMUM NUMBER OF HYDRANTS FOR A BUILDING. USPS CLUSTER BOX UNIT: SUBDIVISION SIGN: BUS STOP PULL-OUT: LEGEND434'391'450' REVISIONS 051015202530 051015202530 A F K P U A F K P U 11/15/2024 12:39:20 PM PLANNEDIMPROVEMENTS SP109STAR VALLEY SPRINGSMUDDY STRING RD & LOST CREEK RD11.15.2024 CHECKED BY | BENNETT © 2024 | ALL RIGHTS RESERVEDLINCOLN COUNTY, WYDRAWN BY | BENNETT | AAS # STAR VALLEY SPRINGS SUBDIVISION | 1" = 80'-0"SP109 1SITE PLAN - PLANNED IMPROVEMENTS NORTH NORTH 160800 SCALE IN FEET SCALE: 1" = 80' Star Valley Ranch 18 08 04 07 06 17 09 16 05 11 14 02 12 01 13 34N 119W 34N 118W ³±120³±117Starbuck Drive Commercial Park Lane Meadow Springs LaneFawn Lane KJ LaneStone Creek Lane TITENSOR,SAMUEL R & SHAWNA R TRUSTEES CLARK, NEIL L TRUSTEE WOLFLEY, JASON E & TRACYH TRUSTEES TITENSOR, SCOTT A & CAROLYN ELKHORN STORAGE,LLC J & J SPECIALIZEDLLC, ETAL J & J SPECIALIZEDLLC, ETAL TITENSOR, SCOTT A &CAROLYN RAKER, JOSHUA A &JENNIFER SMITH,ROGER K & LEORA L STEMBRIDGE, ADAM &JENNIFER PALISADESLAND & HOME LLCPALISADESLAND & HOME LLC KRAMER, VINCE A KRAMER,VINCE A J & J SPECIALIZED LLC, ETAL J & J SPECIALIZED LLC,ETAL J & J SPECIALIZED LLC,ETAL J & J SPECIALIZED LLC JULSON, COLE E & JANESSA C MOORE, JEREMIE M SMITH, ROGER K & LEORA L WOLFLEY, JASON E & TRACY H TRUSTEES WOLFLEY, JASON E & TRACYH TRUSTEESWOLFLEY, JASON E &TRACY H TRUSTEES WHITE, GORDON C & DONNA S TRUSTEES TITENSOR, SR & SR TRUSTEES MOUNTAINMEADOW, LLC TITENSOR, SCOTT A &CAROLYN ROBINSON,JILL W STAR VALLEY SPRINGS, LLC TITENSOR MEADOW, LLC WILDE, KARSON & KAITLYN XL STORAGE, LLC HARMAN, GEORGETTE A GODFREY, RICHARD M & K DIANE TRUSTEES DEGARMO,TELL ETAL FORESHADOW, LLC TITENSOR, JOHN N & MEGHANN TITENSOR, JOHN R CLYDE, RICHARD Z & STACEY M HUGHES, STEPHENW ETAL ROBINSON, JILL W ROBINSON, JILL W STAR VALLEYSPRINGS, LLC MAVY, EMMETT STAR VALLEY SPRINGS, LLC COSMA, DINO & NOELLE Maxar, Microsoft Rezone Application Projects US Highways WY Highways Township & Range Sections Municipalities Public Noticing 101 RZ 23 Star Valley Springs Star Valley Springs, LLC Prepared using available data by Katie Gipson, on 28 Mar. 2023. Map is for informational purposes only and in no way represents an official survey of land. 707 MA 24 Page 1 of 12 DEVELOPMENT AGREEMENT FOR STAR VALLEY SPRINGS SUBDIVISION FILE NO. 707 MA 24 THIS AGREEMENT is made and entered into as of the ____ day of ______________, 2024 by and between Lincoln County, Wyoming, hereinafter referred to as “County”, whose address is 925 Sage Ave Suite 301, Kemmerer, Wyoming, 83101 and Star Valley Springs, LLC and Dino Cosma and Noelle Cosma hereinafter referred to as OWNER/DEVELOPER”, whose address is Star Valley Springs, LLC, P.O. Box 2911, Alpine, WY 83128 and Dino Cosma and Noelle Cosma, 5400 Telephone Road, Santa Maria, CA 93455. WHEREAS, it is the intent and purpose of the OWNER/DEVELOPER to meet the conditions of approval for File No. 707 MA 24 Star Valley Springs Subdivision to subdivide approximately 49.5 +/- acres into 22 lots as set forth in the Preliminary Plat; and WHEREAS, the OWNER/DEVELOPER is the sole owner of the identified certain Property (see Exhibit A) located in the County; and WHEREAS, it is the intent and purpose of the OWNER/DEVELOPER and the County to enter into this Agreement that will guarantee the full and satisfactory completion of the required Improvements on the Property described in this Agreement and it is the intent of this Agreement and the parties to satisfy the Improvement requirements and to provide for the approval of the final plat application by the Lincoln County Board of County Commissioners and the final plat recordation in the Office of the Lincoln County Clerk of Star Valley Springs Subdivision; NOW THEREFORE, in consideration of the mutual covenants and conditions contained herein, the parties agree: Section 1. Definitions 1.1 SUBDIVISION: The subject of this Agreement, which is designated and identified as File No. 707 MA 24 Star Valley Springs Subdivision on the Property described in Exhibit A in the jurisdiction of Lincoln County, Wyoming. This definition shall include any and all future mention to the term SUBDIVISION. 1.2 IMPROVEMENT: Any alteration to the land or other physical construction located on or off the Property that is associated with this subdivision, building site, or development. 1.3 OWNER/DEVELOPER: means and refers to Star Valley Springs, LLC, whose address is P.O. Box 2911, Alpine, WY 83128 and Dino Cosma and Noelle Cosma, whose address is 5400 Telephone Road, Santa Maria, CA 93455, the party that owns and is developing the Property and shall include and subsequent owner(s) or OWNER/DEVELOPER(s) of the Property. 1.4 PROPERTY: means and refers to the identified approximately 49.5 +/- acres of a certain parcel(s) of Property located in Lincoln County, Wyoming, as described in Exhibit A. 707 MA 24 Page 2 of 12 Section 2. Planned Improvements. The OWNER/DEVELOPER shall, at its sole cost and expense, properly install and complete the following required improvements: 1. Construct an approved subdivision road with a minimum 26’ roadway width and 70’ radius cul-de-sac. The subdivision roads shall meet all Lincoln County Road Standards. 2. Submit a Water Distribution Plan to the State Engineer’s Office if water rights exist on the property. 3. Install electrical power and communication lines to each identified lot. 4. Surveyor’s lot monuments as set forth in the Preliminary Plat attached hereto as Exhibit B. 5. Reseed disturbed areas to avoid weed infestation and erosion. 6. Purchase private road name signs and stop signs through Lincoln County, Wyoming Planning and Development Office. 7. Install road and stop signs after completion of improvements and prior to final subdivision approval (see Lincoln County Land Use Regulations 6.18). 8. Meet subdivision fencing laws per Wyoming Statute 18-5-319. 9. “No Parking--Fire Lane” signs shall be posted on at least one side of the subdivision roads. 10. The developer shall provide two 13’ x 60’ parent parking areas for proposed school bus stops. These shall be on the right-hand side of the road, heading east approaching Muddy String County Road No. 117 at the Starbuck Drive and Lost Creek intersections. They shall be placed outside of the subdivision and County Road right-of-way. 11. The developer shall obtain a review by the United States Postal Service (USPS) for mail delivery. The developer may need a plan for Cluster Box Units and an agreement with USPS. The agreement may include turnout, installation placement, and snow removal. Cluster Box Units shall be placed outside of the County Right-of-Way. 12. The developer shall install fire hydrants in the subdivision. 13. The developer shall provide engineered plans for subdivision water lines. 14. The developer shall provide as-built drawings for the subdivision road. 15. The developer shall specify on the Final Plat that Lots 1-6, which are designated as Commercial/Residential, each shall have a maximum septic flow rate of 1,200 gallons per day; that Lots 7-16, which are designated as Residential in the Mixed Zone, each shall have a maximum septic flow equivalent of six bedrooms or 720 gallons per day, and Lots 707 MA 24 Page 3 of 12 17-22, which are designated as Residential in the Rural Zone, shall have a maximum septic flow equivalent of seven bedrooms or 840 gallons per day. OWNER/DEVELOPER agrees that these Improvements shall be installed in compliance with Lincoln County Land Use Regulations Chapter 6 adopted by the County or other agencies responsible for providing services to the Development. Section 3. Sales or building permits. No lot shall be sold prior to final plat approval by the Lincoln County Board of County Commissioners and recording by the Lincoln County Clerk. Also, no building permits shall be issued by the County until final plat approval and recording. Section 4. Schedule for Commencement and Completion of the Improvements. The OWNER/DEVELOPER shall commence construction of the Improvements for SUBDIVISION within two (2) years after the SUBDIVISION Preliminary Plat approval by the Lincoln County Board of County Commissioners. The OWNER/DEVELOPER will complete construction of the Improvements within three (3) years after approval of the Preliminary Plat. If OWNER/DEVELOPER does not commence construction of the Improvements within two (2) years or complete Improvements within three (3) years of the date of SUBDIVISION Preliminary Plat approval by the Lincoln County Board of County Commissioners, the preliminary plat approval for SUBDIVISION will be automatically revoked. At such time, the OWNER/DEVELOPER must reapply for approval of SUBDIVISION under the then current County subdivision regulations. If OWNER/DEVELOPER timely completes the Improvements and meets all of the conditions of approval set out in the Final Determination approving the Preliminary Plat and improvements as outlined in this SUBDIVISION Agreement, a Final Plat shall be signed and recorded. Section 5. Control of trash, weeds, dust, erosion, and sedimentation. The OWNER/DEVELOPER shall be fully responsible for all dust abatement, erosion, sedimentation, weed, and trash control on the Property required by any County, State or Federal regulations. OWNER/DEVELOPER shall use best management practices and industry standards for control. Trash shall be contained at all times. The responsibilities in this Section shall run with the land and shall therefore apply before, during, and until completion of Improvements. Section 6. Permits. The OWNER/DEVELOPER is responsible for obtaining all 60’ right-of-way, easements, access, excavation, and other permits and approvals required by local, State, or Federal regulations. Section 7. Inspections. The OWNER/DEVELOPER’s representatives shall make regular inspections and maintain control of SUBDIVISION while it is under construction. Representatives of the County shall have the right to enter upon the Property at any reasonable time to inspect and to determine whether the OWNER/DEVELOPER is in compliance with this Agreement. The OWNER/DEVELOPER shall permit the County and its representatives to enter upon and inspect the Property at reasonable times. The OWNER/DEVELOPER will not materially deviate from the Improvements required herein without the prior written approval of the County, which approval will not be unreasonably withheld. Section 8. Final Inspection and Approval of Improvements. The OWNER/DEVELOPER shall notify the County when it believes that the Improvements have been fully and properly 707 MA 24 Page 4 of 12 completed and shall request final inspection and approval and acceptance of the Improvements by the County. At the time of such notification to the County, OWNER/DEVELOPER shall submit to County a set of “as built” plans and specifications, prepared by its engineer. The County will provide interim and final inspection of the Improvements within a reasonable time period after notification by the OWNER/DEVELOPER of completion and submission of “as built” plans and specifications. Upon inspection, the County shall give written acceptance of the Improvements or a written checklist of material deficiencies, such noted deficiencies shall be specific as to location and shall specify, in detail, the necessary corrective action to be taken by the OWNER/DEVELOPER. Upon approval of the final inspection, the County shall notify OWNER/DEVELOPER of its acceptance of the Improvements. Section 9. Warranty of the Improvements. The OWNER/DEVELOPER warrants the prompt and satisfactory correction of all defects and deficiencies, for both materials and workmanship, in the Improvements that occur or become evident within one year. If such defect or deficiency occurs or becomes evident during such period, then the OWNER/DEVELOPER shall, within thirty (30) days after written demand by the County to do so, correct it or cause it to be corrected. If the defect or deficiency cannot be reasonably corrected within thirty (30) days after written demand from the County, the OWNER/DEVELOPER shall commence the correction of the deficiency within the thirty (30) day period and proceed with reasonable diligence to correct the same or cause it to be corrected. Section 10. Remedies. In the event the OWNER/DEVELOPER fails to perform any of the terms, conditions or obligations in this Agreement or has not resolved a defect or deficiency under this Agreement, the County, at its option, may exercise any rights and remedies it may have under law. Furthermore, the County reserves the right, in its absolute discretion, to revoke the OWNER/DEVELOPER’s approvals for SUBDIVISION. In the event of said revocation, OWNER/DEVELOPER must reapply for approval of SUBDIVISION under the then current County subdivision regulations. Section 11. Default. If the OWNER/DEVELOPER fails to fully perform any of its obligations in accordance with this Agreement, or fails or refuses to correct any defect or deficiency in the Improvements required by this Agreement, then the OWNER/DEVELOPER shall be in Default of this Agreement. Lincoln County shall notify the OWNER/DEVELOPER of the specific Default or failing. If Default occurs, then Lincoln County shall be entitled to use any of the Remedies in the preceding paragraph at its own discretion. Section 12. Maintenance of Lots. OWNER/DEVELOPER hereby agrees that all unsold lots shall be maintained by the OWNER/DEVELOPER at the OWNER/DEVELOPER’s sole expense. Section 13. Maintenance of Roads. OWNER/DEVELOPER hereby agrees that they will create a binding document either a HOA, CCRs, Road Maintenance Agreement, Special Improvement District, or Mutual Benefit Corporations that at a minimum: a) Provide an entity for ongoing road maintenance including the collection of road maintenance fees; b) Provide an entity for ongoing snow removal including the collection of snow removal fees; c) Ensure road maintenance and snow removal are maintained indefinitely. 707 MA 24 Page 5 of 12 d) The chosen document must be filed at the time of final plat filing, and bind all current and future owners to the agreement. Section 14. Binding Upon Successors. This Development Agreement shall be binding upon and inure to the benefit of the parties’ respective heirs, successors, assigns and personal representatives. Section 15. Notices. Any written notices required herein shall be deemed delivered to the addressee when delivered in person on a business day at the address set forth below or on the third day after being deposited in the United States mail, for delivery by properly addressed, postage prepaid, certified or registered mail, return receipt requested, to the address set forth below. Notices to the County shall be addressed to, or delivered at, the following address: Lincoln County Board of County Commissioners ATTN: Planning Director Planning and Development Office 925 Sage Ave., Ste 201 Kemmerer, WY 83101 Notices to the OWNER/DEVELOPER shall be addressed to, or delivered at, the following addresses: Star Valley Springs, LLC, P.O. Box 2911 Alpine, WY 83128 Dino Cosma and Noelle Cosma 5400 Telephone Road Santa Maria, CA 93455 Section 16. Indemnification. A. No Liability for County Approval or Denial. The OWNER/DEVELOPER acknowledges and agrees (1) that the County is not, and shall not be, in any way liable for any damages, loss or injuries whatsoever, including attorney fees, that may be sustained as the result of the County’s issuance or denial of any permits, inspections, approvals or acceptances of the Improvements or use of any portion of the Improvements, and (2) that the County’s issuance or denial of any permits, inspections, approvals or acceptances does not, and shall not, in any way be deemed to insure the OWNER/DEVELOPER, or any of its heirs, successors, assigns, tenants, or licensees or any third party, against damage or injury of any kind. B. Indemnification. Except as provided below, the OWNER/DEVELOPER agrees to, and does hereby, indemnify the County, and all of its elected and appointed officials, officers, employees, agents and representatives from any and all claims, costs and liability of every kind and nature that may be asserted at any time against any such parties for injury or damage received or sustained by any person or entity in connection with (1) the County’s review of, denial, or approval of any plans, including those for the Improvements, (2) the inspection or 707 MA 24 Page 6 of 12 issuance of any approval or acceptance of Improvements, (3) the SUBDIVISION, construction, maintenance or use of any portion of the Improvements and (4) the performance by the OWNER/DEVELOPER of its obligations under this Agreement and all related Agreements. The indemnification required herein shall include, but not be limited to, any costs of defense incurred by the indemnified parties including attorney fees and expert witness fees. Section 17. Amendments or Alterations. Any changes, omissions, modifications, revisions, additions or amendments to this Development Agreement shall be incorporated by written instrument, executed and signed by all parties. Section 18. Severability. The invalidity or unenforceability of any provision of this Agreement shall not affect the other provisions hereof and this Agreement shall be construed in all respects as if such invalid or unenforceable provisions were omitted. Section 19. Filing. The County shall have this Agreement recorded in the Office of the Lincoln County Clerk. Section 20. Authority to Execute. The County hereby warrants and represents to the OWNER/DEVELOPER that the persons executing this Agreement on its behalf have been properly authorized to do so by the Board of County Commissioners. The OWNER/DEVELOPER hereby warrants and represents to the County (1) that it is the owner of record of the Property or the owner’s authorized representative, (2) that it has the right, power, and authority to enter into this Agreement and to agree to the terms, provisions, and conditions set forth herein and to bind the subdivision as set forth herein, (3) that all legal action needed to authorize the execution, delivery, and performance of this Agreement have been taken, and (4) that neither the execution of this Agreement nor the performance of the obligations assumed by the OWNER/DEVELOPER hereunder will (i) result in a breach or default under any Agreement to which the OWNER/DEVELOPER is a party or to which it or the subdivision is bound or (ii) violate any statute, law restriction, court order, or Agreement to which the OWNER/DEVELOPER or the subdivision is subject. Section 21. Regulations. The OWNER/DEVELOPER agrees to abide by all regulations, laws and codes of Lincoln County, the State of Wyoming, and the Federal Government. Section 22. Applicable Law/Venue. The construction, interpretation, and enforcement of this Agreement shall be governed by the laws of the State of Wyoming. The Courts of the State of Wyoming shall have jurisdiction over this Agreement and the parties, and the venue shall be the Third Judicial District, Lincoln County, Wyoming. Section 23. Insurance. OWNER/DEVELOPER shall procure, and at all times maintain, general liability insurance to protect from claims for damages because of negligence or bodily injury, including but not limited to death and damages to property, all with coverage limits of no less than one million dollars ($1,000,000.00). Said insurance will also provide coverage to fulfill the OWNER/DEVELOPER’s indemnification requirements set forth herein and be obtained before beginning construction. Upon request, OWNER/DEVELOPER agrees to provide a certificate of liability insurance to County evidencing said limit. 707 MA 24 Page 7 of 12 Section 24. Entirety of Agreement. This Agreement sets forth all promises, inducements, agreements, condition and understandings between OWNER/DEVELOPER and County relative to the subject matter hereof, and there are no promises, agreements, conditions or understanding, either oral or written, express or implied, between OWNER/DEVELOPER and County, other than as are stated herein. All Exhibits referenced herein are incorporated in this Agreement as if set forth in full including all text information in the Exhibits. In the event of any conflict of terms in this Agreement and any Exhibits, the terms of this Agreement shall control. Except as herein otherwise provided, no subsequent alteration, amendment, change or addition to this Agreement shall be binding upon the parties hereto unless reduced to writing and signed by them or their successors in interest or their assigns. Section 25. No Waiver of County Rights. No waiver of any provision of this Agreement will be deemed to constitute a waiver of any other provision nor will it be deemed to constitute a continuity waiver unless expressly provided for; nor will the waiver of any default under this Agreement be deemed a waiver of any subsequent default or defaults of the same type. The County’s failure to exercise any obligation under this Agreement will not constitute the approval of any wrongful act by the OWNER/DEVELOPER or the acceptance of any Improvement. OWNER/DEVELOPER acknowledges that Lincoln County reserves the right to revoke all approvals for SUBDIVISION upon failure to comply with SUBDIVISION conditions of approval, upon any of the violations of Lincoln County Land Use Regulations, or for misrepresentations or material omissions made to the Lincoln County Planning and Engineering Office or Board of County Commissioners. Section 26. Sovereign Immunity. The County does not waive sovereign immunity by entering into this Agreement and specifically retains immunity and all defenses available to it pursuant to law, including government immunity. Section 27. Effective Date. This Agreement shall become valid and binding only upon its approval by the Lincoln County Board of County Commissioners and shall be effective on the date first written above. 707 MA 24 Page 8 of 12 IN WITNESS WHEREOF, the parties to this Agreement through their duly authorized representatives have executed this Agreement on the days and dates set out below and certify that they have read, understood, and agreed to the terms and conditions of this Agreement. LINCOLN COUNTY ________________________________ Date: ______________________ Kent Connelly, Chairman Board of Lincoln County Commissioners Attest: ________________________________ April Brunski Lincoln County Clerk 707 MA 24 Page 9 of 12 OWNER/DEVELOPER ________________________________ Date: ______________________ David Jenkins, Member Manager, Star Valley Springs, LLC, a Wyoming Limited Liability Company STATE OF WYOMING ) ) ss COUNTY OF LINCOLN ) The foregoing instrument was acknowledged before me by, ______________________, Manager of Star Valley Springs, LLC, A Wyoming limited liability company, this ____ day of ______________ 2024. Witness my hand and official seal. (SEAL) _____________________________________ Notary Public My Commission expires: ________________ 707 MA 24 Page 10 of 12 OWNER/DEVELOPER ________________________________ Date: ______________________ Noelle Cosma ________________________________ Date: ______________________ Dino Cosma STATE OF WYOMING ) ) ss COUNTY OF LINCOLN ) The foregoing instrument was acknowledged before me by, Noelle and Dino Cosma, this ____ day of ______________ 2024. Witness my hand and official seal. (SEAL) _____________________________________ Notary Public My Commission expires: ________________ 707 MA 24 Page 11 of 12 EXHIBIT A DESCRIPTION OF PROPERTY Star Valley Springs Subdivision 49.5 +/- acres within Section 12, Township 34 North, Range 119 West, in, Lincoln County, Wyoming. 707 MA 24 Page 12 of 12 EXHIBIT B APPROVED PRELIMINARY PLAT See Attached R/WIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAIIIIIIIIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRN 0°36'01" E, 1276.55'IIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAAA723.19'IIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRIIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRIIIIIIIIIIIIIIIIIRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAIIIIIIIRRRRRRRRRRRRRRIRRLEGENDAAIIRRRRKarson & Kaitlyn WildeUnplattedR/WProposed Graveled 2-Way RoadExisting or Proposed Paved RoadBoundary Proposed 60' Access and Utility EasementBoundary Existing 30' Access Easement (Bk 998 Pg 462)Boundary Existing and Proposed Irrigation EasementsBoundary Proposed 25' Residential Non-building BufferBoundary Existing 60' Access and Utility Easement (Bk 1077 Pg 477)Existing unimproved roadExisting gravel roadExisting ground contourR/WR/WJustin B. RothLot 2, White Tail MeadowsR/WC 7 89°26'43" 100.00' 156.11' S 44°44'41" E, 140.74' Centerline RoadC 6 39°42'54" 130.00' 90.11' N 19°52'46" W, 88.32' Easement BoundaryC 5 89°26'38" 70.00' 109.28' S 44°07'18" E, 98.51' Easement BoundaryC 4 34°59'32" 130.00' 79.39' S 71°20'56" E, 78.17' Lot BoundaryC 3 34°59'32" 130.00' 79.39' S 71°20'56" E, 78.17' Lot Boundary # R L Chord TypeC 2 49°43'46" 130.00' 112.83' S 63°58'46" E, 109.32' Lot BoundaryC 1 90°33'17" 100.00' 158.05' N 45°52'40" E, 142.10' Lot BoundaryEmmet MavyLot 3, White Tail MeadowsSecond Filing7.00'R/WR/WR/WR/WXL Storage, LLCLot 4, White Tail MeadowsSecond FilingR/WR/WR/W[6BE][6BE]SCALE: 1 INCH = 100 FEETCONTOUR INTERVAL = 5'200150100500R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W[6BE]R/WR/WR/WR/WR/WR/W R/W[6BE]R/W[6BE][6BE]R/WR/WTotal area of Subdivision = 49.558 acres.Total number of lots - 22Current County zoning designations: Mixed Use, RuralNo proposed zoning designation changes.Proposed Use:Commercial / Residential (Mixed Use Zoning) - 6 lots (Lots 1 - 6)Average Lot Size: 1.083 acresMinimum Lot Size: 1.015 acresMaximum Lot Size: 1.364 acresResidential (Mixed Use Zoning) - 10 lots (Lots 7 - 16)Average Lot Size: 1.128 acresMinimum Lot Size: 0.998 acresMaximum Lot Size: 1.335 acresResidential (Rural Zoning) - 6 lots (Lots 17 - 22)Average Lot Size: 5.297 acresMinimum Lot Size: 5.049 acresMaximum Lot Size: 5.632 acresNo further division of lots under current Lincoln County regulations.[10BE]R/WR/WMatthew D & Paige D. SperryUnplattedR/WR/W[10BE]Driveway EnvelopeLand Use TableR/WR/W[10BE][10BE][10BE]R/WR/WR/WAdam & Jennifer StembridgeUnplattedDriveway EnvelopeR/WR/WR/W[10BE]DrivewayEnvelopeR/WR/WJeremie M MooreLot 1 OzR/WR/WR/W[6BE]R/WDate: November 21, 2024 Job No. 22-126906 Main StreetEvanston, WY 82930(307) 789-4545Prepared by:JetbondEstatesScale: 1" = 1000'Location MapR118WR119WT34NWhitetail Meadows2nd FilingStarbuckDriveOzHesson Commercial Park 2Lost Creek Road (C.R. 12-120)7121813To the MoonSubdivisionOzSecond Filing7652143Page 1 of 2Preliminary Platof theStar Valley SpringsSubdivisionOwners: Star Valley Springs, LLCP.O. Box 2911Alpine, WY 83128Dino & Noelle Cosma5400 Telephone RoadSanta Maria, CA 93455All of theTo the Moon SubdivisionTogether With Unplatted LandsLocated in theS1/2 SE1/4 of Section 12T34N, R119W, 6th P.M.Lincoln County, WyomingPlat WarningsThe seller does not warrant to a purchaser that the purchaser has any rights to the natural flow of any stream within or adjacent to the proposed subdivision. The State of Wyoming does not recognize any riparian rights to the continued natural flow of a stream or river for persons living on the banks of a stream or river (W.S. 18-5-306, 2023).No proposed centralized sewage system (W.S. 18-5-306, 2023). Lot owners shall be responsible for building their own small wastewater disposal systems which meet State and County standards. Culinary water for Lots 1 through 20 to be provided by the Bedford Community Water System. Lots 21 and 22 shall be responsible for developing their own wells which meet State standards.Warning: Lots may be located in areas of severe soil limitations. Site conditions may prevent the use of conventional septic systems and building techniques. Each lot will require an advanced septic system in accordance with the Wyoming D.E.Q. permit for the Subdivision.No public maintenance of the roads (W.S. 18-5-306, 2023). Plat acceptance does not constitute acceptance of roadways as County roads. Access may be difficult in winter months.Warning: the surface estate of the lands within this subdivision may be subject to full and effective development of the mineral estate.Solid waste haulage service not proposed. Lot owners shall be responsible for arranging service, or hauling their own waste.Warning: There are agricultural operations adjacent to this Subdivision and agricultural related nuisances may exist with the Subdivision. Should lands adjacent to this Subdivision be removed from agricultural use the 25 Foot Residential Non-building Buffer will no longer be in effect and normal setback standards shall be applied. The existing agricultural operations are protected by W.S. 11-44-103, 2023.Lots to be subject to Covenants, Conditions and Restrictions as filed with the Lincoln County Clerk, including architectural guidelines.Maximum number of allowable equivalent bedrooms - 195 (per Water & Wastewater System Adequacy Study).Maximum bedroom equivalent per lot: [XBE]N 0°35'15" E, 194.83'Southwest cornerTo the MoonSubdivisionFound 2-1/2" steel pipe inscribed "PE/LS 698"Found 'P-K' nail in asphalt pavementCalculated position. No monument setCenterline 26' Wide Road at Lot boundaryCenterline 26' Wide Road at Lot boundaryMuddy String County Road (C.R. 12-117)Southwest cornerStar Valley Springs Parcel(Parcel 2, Bk. 1073, p. 243)[7BE]U.S. Public Land Survey System corner monument[7BE][7BE]Centerline 26' Wide Road at Lot boundaryCenterline 26' Wide Road[6BE]Centerline 26' Wide Road at Lot boundary[6BE]Centerline 26' Wide Road at Lot boundary[7BE][7BE][7BE]Northwest cornerStar Valley Springs Parcel(Parcel 2, Bk. 1073, p. 243)25' Residential Non-building BufferCenterline 26' Wide Road at Lot boundaryCenterline 26' Wide RoadP.O.B.Southeast cornerSection 12, T34N, R119WCorner witnessedwith 2.5" steel pipe30.00'Lost Creek Road (C.R. 12-120)Northeast cornerTo the MoonSubdivision[6BE]Northeast cornerStar Valley Springs Parcel(Parcel 2, Bk. 1073, p. 243)30.00'(Private)HaystackS 88°50'42" ER = 60'6050S 88°52'58" E, 559.82'10'30'30'60506045S 88°50'42" E, 723.43'624.76'5.049 acres4.769 acres netLot 185.632 acres4.385 acres netLot 17CommercialPark LaneMeadow Springs LaneKJ LaneFawn LaneProposed 25' ResidentialNon-building Buffer5.331 acres4.374 acres netLot 2230' PrivateAccessEasement456.74'Stone Creek Lane645.03'Existingunimprovedroad60256035211.98'Boundary 30' Proposed Private Access EasementPublicAccessEasementLimit of Public Access Easement60' Public Access andUtility EasementN 88°50'42" W, 732.33'60257.00'Proposed Approach180'ExistinggravelroadEnd Existing 30' AccessEasement (Bk 998 Pg 462)PrivateAccessEasement83.07'L = 112.83'6030S 88°50'42" E, 922.48'Existing 30'Access Easement(Bk 998 Pg 462)End Existing 60' Access and UtilityEasement (Bk 1077 Pg 477)SpringsValleyStarN 0°36'01" E, 599.06'304.01'N 0°35'15" E, 341.02'6045ValleyExisting Rural ZoningExisting 60' Access and UtilityEasement (Bk 1077 Pg 477) and60' Public Access and UtilityEasement (this Subdivision)23.00'7.00'S 88°50'42" E, 922.48'Star30'30'ProposedGraveled2-Way Road6040S 88°50'42" E, 298.01'LoopSprings194.83'Existing Mixed Use Zoning1.333 acres0.800 acres net298.01'Lot 16N 88°50'42" W, 952.22'146.19'146.18'157.83'10'10'20' Utility Easement (typ)N 0°35'15" E, 304.01'10'10'20' Utility Easement (typ)S 88°50'42" E, 298.01'S 88°50'42" E, 298.01'Lot 141.000 acres0.865 acres net1.000 acres0.865 acres net1.036 acres0.900 acres netLot 15Lot 13S 88°50'42" E, 723.36'S 89°13'50" E, 1124.40'Graveled2-Way RoadProposed10' IrrigationEasement10'631.52'Jill W RobinsonUnplatted6025N 0°36'01" E, 634.04'5.201 acres4.451 acres netL = 158.05'20' Utility Easement(Private)LoopS 88°50'42" E, 358.02'60356030229.01'60' Private Accessand Utility Easement10'10'20' Utility Easement405.03'Star10' IrrigationEasementLot 21358.00'6035603030'SpringsValley60' Private Access andUtility EasementS 88°50'42" E, 622.31'604030'5.429 acres4.681 acres netLot 19N 0°35'15" E, 329.98'S 86°22'21" E, 298.42'10'S 86°22'21" E, 298.42'10'Proposed 20' Irrigationand Utility Easement147.40'1.008 acres0.873 acres netLot 12L = 79.39'L = 79.39'Loop182.58'149.38'1.052 acres0.723 acres netLot 11Stone Creek Lane (Private)308.82'6040Jill W RobinsonUnplatted723.19'5.138 acres4.150 acres netLot 2020' Irrigation andUtility EasementS 79°20'11" E, 302.67'10'10'N 0°35'15" E, 308.82'168.00'140.82'6045298.01'1.220 acres0.832 acres net1.137 acres0.860 acres netLot 10Lot 9Existing Mixed Use ZoningExisting Rural ZoningGordon C and Donna S WhiteUnplattedScott A & Carolyn TitensorUnplattedN 0°35'15" E147.40'147.40'Lot 5HaystackN 0°35'15" E, 146.19'1.024 acres0.787 acres netS 0°35'15" W, 650.00'S 88°50'42" E, 922.48'S 88°50'42" E, 922.48'S 88°50'42" E, 275.01'23.00'(Public)6050Existing 20'Irrigation Easement(Bk 404PR Pg 383)23.00'305.01'Proposed Paved 2-Way Road60'S 88°50'42" E, 305.01'10' Irrigation Easement1.364 acres0.729 acres net6055Lot 1194.83'Joshua A & Jennifer RakerUnplattedPalisades Land & Home LLCLot 5, Hesson Commercial Park AmendedMuddy146.19'S 88°50'42" E, 305.01'S 88°50'42" E, 305.01'(Private)LaneN 0°35'15" E, 144.96'60551.032 acres0.795 acres net1.024 acres0.788 acres net1.015 acres0.783 acres net60' PrivateAccessand UtilityEasementLot 3S 88°50'42" E, 305.01'N 0°35'15" E, 146.18'Lot 4Lot 2144.96'RoadSpring146.18'N 0°35'15" E198.00'1.271 acres0.768 acres netS 88°50'42" E, 305.01'20' Utility Easement (typ)S 88°50'42" E, 305.01'1.040 acres0.639 acres net10'10'(Private)165.00'N 0°35'15" E148.46'Proposed Paved 2-Way Road30'30'Lot 6S 0°35'15" W, 634.49'RoadCounty148.46'Starbuck Drive6055N 0°35'15" ES 84°58'26" E, 306.47'Court305.01'191.27'1.224 acres0.842 acres netR = 70'Right-of-wayboundaryLot 7Lot 8158.47'12-117Jason E & Tracy H WolfleyLot 3 Oz Second Filing30'30'Star ValleySpringsSubdivision Date: November 21, 2024 Job No. 22-126906 Main StreetEvanston, WY 82930(307) 789-4545Prepared by:Page 2 of 2Preliminary Platof theStar Valley SpringsSubdivisionOwners: Star Valley Springs, LLCP.O. Box 2911Alpine, WY 83128Dino & Noelle Cosma5400 Telephone RoadSanta Maria, CA 93455All of theTo the Moon SubdivisionTogether With Unplatted LandsLocated in theS1/2 SE1/4 of Section 12T34N, R119W, 6th P.M.Lincoln County, Wyoming Know all men by these presents that Star Valley Springs, LLC, a Wyominglimited liability company, and Dino Cosma and Noelle Cosma, hereby certify thatthe foregoing "Star Valley Springs Subdivision" is a subdivision of Lots 1 and 2,Block 1 of the the To the Moon Subdivision, Lincoln County, Wyoming, as saidTo the Moon Subdivision is platted and recorded in the Office of the LincolnCounty Clerk as Document No. 1026633, together with adjacent unplatted landslocated in the S1/2 SE1/4 of Section 12, Township 34 North, Range 119 West,6th P.M., said lands described by Warranty Deed as Parcel 2 in Book 1073 onPage 243 of the Lincoln County Records (Star Valley Springs Parcel), theboundary of said Star Valley Springs Subdivision being more particularlydescribed as follows: BEGINNING at the Southeast corner of said Section 12 and running thenceN 88°50'42" W, 952.22 feet along the South boundary of said To the MoonSubdivision to the Southwest corner thereof; thence continuing N 88°50'42" W, 732.33 feet along the South boundary of saidStar Valley Springs Parcel to the Southwest corner thereof; thence N 0°36'01" E, 1276.55 feet along the West boundary of said Star ValleySprings Parcel to the Northwest corner thereof; thence S 89°13'50" E, 1124.40 feet along the North boundary of said Star ValleySprings Parcel to an angle point thereof; thence S 88°52'58" E, 559.82 feet along the North boundary of said Star ValleySprings Parcel to the Northeast corner thereof; thence S 0°35'15" W, 634.49 feet along the East boundary of said Star ValleySprings Parcel to the Northeast corner of said To the Moon Subdivision; thence continuing S 0°35'15" W, 650.00 feet along the East boundary of saidTo the Moon Subdivision to the POINT OF BEGINNING. Said Star Valley Springs Subdivision containing 49.558 acres, more or less. And that the survey and staking thereof into lots and easements is with the freeconsent and according to the desires of the undersigned owners. That the foregoing is a correct plat of said Star Valley Springs Subdivision assurveyed and staked into lots and easements, and that the dimensions arecorrectly shown on this plat by figures representing feet and hundredths of a foot. The undersigned owners and proprietors have laid out and surveyed as StarValley Springs Subdivision, and with the specific intent to do so, do herebydedicate and convey to and for the public use forever the roads and roadeasements as are laid out and designated on this plat, by name: Star ValleySprings Loop as it adjoins the South boundary of said Star Valley SpringsSubdivision. That Star Valley Springs Loop, except as noted above, Haystack Lane, andHaystack Circle are dedicated for the benefit and use of owners of lots withinStar Valley Springs Subdivision. They do also create perpetual easements for the installation and maintenanceof utilities and for irrigation and drainage facilities as are laid out and designatedon this plat. The undersigned hereby waives and releases all rights under and byvirtue of the homestead exemption laws of the State of Wyoming. Dedication of the roads on this plat in no way obligates the Lincoln CountyCommissioners to maintain such roads nor does it relieve the developer of theobligation to construct such road or roads according to the requirements ofLincoln County. That the benefit and use of the 30 Foot Access Easement is dedicated toproperty owners adjoining the South boundary of said 30 Foot Access Easement; That To the Moon Subdivision is hereby vacated, including the Private AccessEasement, and request that the Lincoln County Clerk write "VACATED" acrossthe face of the To the Moon Subdivision plat. The foregoing instrument was acknowledged before me by Dino Cosma andNoelle Cosma this _______ day of _________________ , _______. Witness myhand and official seal. Witness our hands this _______ day of _________________, _______.______________________ ______________________Dino Cosma Noelle CosmaState of Wyoming )) ssCounty of Lincoln )My commission expires: ______________________________________________________Notary PublicState of Wyoming )) ssCounty of Lincoln )The foregoing instrument was acknowledged before me by David Jenkins,Manager, of Star Valley Springs, LLC, a Wyoming limited liability company this_______ day of _________________ , _______. Witness my hand and officialseal. Witness my hand this _______ day of _________________, _______.________________________________Star Valley Springs, LLC, a Wyoming limited liability companyBy: David Jenkins, Manager State of Wyoming )) ssCounty of Lincoln )My commission expires: ______________________________________________________Notary PublicPursuant to Sections 34-12-102 and 34-12-103 and Sections 18-5-301 through18-5-315 of the Wyoming Statutes 2019, as amended, STAR VALLEY SPRINGSSUBDIVISION was approved at the regular meeting of the Board of LincolnCounty Commissioners held on this ______ day of _________________,________.Subject to the provisions of a resolution and amendments thereto, for theapproval of subdivision and townsite plats as adopted on 4 May 2005, asamended. Plat approval does not constitute acceptance of streets and/orroadways as County roads. Designation of County Roads is only accomplishedby compliance with provisions of Section 24-3-101, Wyoming Statutes 2019, asamended. CERTIFICATE of APPROVALState of Wyoming )) ssCounty of Lincoln )Board of County CommissionersCounty of Lincoln_____________________________ ____________________________Kent Connelly, Chairman Jerry W. Hansen, Commissioner_____________________________ ____________________________April Brunski, Clerk Teri Bowers, Commissioner I, Fred W. Coles, Wyoming P.L.S. No. 6927, of Evanston, Wyoming, herebycertify that I have subdivided the land shown on this plat into lots and easements to be known as the "Star Valley Springs Subdivision" and that the dimensions of the plat and the lots and easements are correctly shown; and that the lots are well and accurately staked. CERTIFICATE of OWNERS_______________________________April Brunski, ClerkState of Wyoming )) ssCounty of Lincoln )State of Wyoming )) ssCounty of Uinta )The foregoing instrument was acknowledged before me by Fred W. Coles this_______ day of ____________________ , _______. Witness my hand andofficial seal. State of Wyoming )) ssCounty of Uinta )My commission expires: ______________________________________________________Notary PublicCERTIFICATE of SURVEYORCERTIFICATE of RECORDATIONThis Plat was filed in the Office of the Clerk of Lincoln County, Wyoming on this______ day of __________________ , ________. 1 1t-t-r< WEED & PEST CON,.,,. cOu ~oL.o Go\..N _ IN COOPERATION WITH THE _ 'Is.,./!,> , '\~ WYOMING DEPARTMENT OF AGRICULTURE 'T/c.,. "" P.O. BOX 1117 AFTON, WYOMING 83110 (307) 885-(WEED) 9333 • (FAX) 307-886-5211 September 13, 2023 Dear Kay Lynn Neild, I have received the proposal for the Star Valley Springs LLC -Major Subdivision - within Sl/2 SEl/4 of Section 12, T34N RI 19W, Lincoln County, Wyoming. At the time of inspection there was Musk Thistle, Black Henbane and Canada Thistle present on the property. My recommendation is to implement a weed management plan on the property. For these two species doing a mid to late June treatment with herbicide is optimal. I suggest using a Broadleaf control herbicide like Weed Master, 24d or Milestone to treat these weeds. The Canadian Thistle can be treated in the fall after the first hard freeze of the year using Milestone. Lincoln County Weed & Pest furnishes herbicides for noxious weed control at a 40% cost share discount to the landowner. We also offer ATV sprayers and 25-gallon pickup sprayers for rent. Please know that all of my visits to the above property as well as any consultations are at no charge, so feel free to call me or stop by the office any time if you have any questions. Sincerely, Jason t::om -Asfilsran, Snp=ism Lincoln County Weed & Pest Control 307-885-9333 (WEED) Elizabeth Williams <elizabeth.williams@lincolncountywy.gov> Star Valley Springs soil approval letter 3 messages Kay Lynn Nield <knield@starvalleycd.org>Tue, Apr 23, 2024 at 11:49 AM To: Elizabeth Williams <elizabeth.williams@lincolncountywy.gov>, Brett Bennett <bbennett@alpinearchstudio.com> Liz We are good to use the previous soils report from Star Valley Springs. Thanks Kay Lynn Kay Lynn Nield District Manager Star Valley Conservation District 61 E. 5th Ave. PO Box 216 Afton, Wyoming 83110 307-885-7823 knield@starvalleycd.org Star Valley Springs soils notice to proceed_20240423_114852.pdf 217K Elizabeth Williams <elizabeth.williams@lincolncountywy.gov>Tue, Apr 23, 2024 at 11:53 AM To: Kay Lynn Nield <knield@starvalleycd.org> Cc: Brett Bennett <bbennett@alpinearchstudio.com> Thanks Kay Lynn. I'll get that from Brett. Elizabeth Williams Planner II Lincoln County Planning Office (307) 877-2100 [Quoted text hidden] Brett Bennett <bbennett@alpinearchstudio.com>Tue, Apr 23, 2024 at 1:44 PM To: Kay Lynn Nield <knield@starvalleycd.org>, Elizabeth Williams <elizabeth.williams@lincolncountywy.gov> Thank you Kay Lynn, Brett Brett Bennett | Alpine Architectural Studio | PO Box 3975 Alpine, WY 83128 | 307-880-4280 | bbennett@alpinearchstudio.com [Quoted text hidden] 11/1/24, 10:51 AM LINCOLN COUNTY WYOMING Mail - Star Valley Springs soil approval letter https://mail.google.com/mail/u/0/?ik=8e4afe6fc8&view=pt&search=all&permthid=thread-f:1797148738766151494&simpl=msg-f:179714873876615149…1/1 September 13, 2023 Lincoln County Office of Planning and Development P. O. Box 468 Kemmerer, WY 83101 STAR VALLEY CONSERVATION DISTRICT Board of Supervisors has reviewed the proposed Star Valley Springs, major subdivision located between Star Valley Ranch and Thayne, Wyoming. A Chapter 23 Water and Wastewater Study has been completed on this proposed project. Any recommendations in the study supersede any recommendations found in the following report. Recommended Plat Warnings • SVCD recommends enhanced septic systems and no basements due to the high groundwater levels found across the entire section and the soils report findings regarding seepage, flooding, and slow water movement. Please take note of the general high groundwater table in section 12 T34N R119W. The Star Valley area is known to experience large fluctuations in groundwater levels depending on the time of year. Due to this fluctuation, SVCD always recommends that soil cuts be taken in the spring/early summer when groundwater is highest. If soil cuts are done at other times, please note that the static water levels can fluctuate according to the amount of high runoff from year to year. This report satisfies the Conservation District Review as required by Wyoming State Statute 18-5-306. No other use is intended or implied. If there is any more information, we can provide for you, please let us know. Yours truly, STAR VALLEY CONSERVATION DISTRICT Rollin Gardner Chairman Subdivision Review Star Valley Springs Major Subdivision Thayne, Wyoming September 13, 2023 Location The Star Valley Springs, major subdivision is in the S1/2SE1/4 of section 12 T34N R119W, approximately 5 miles east of Thayne, Wyoming. The proposed subdivision is +/- 49.5 acres and will be divided into 38 lots and a park. Water Star Valley Conservation District (SVCD) personnel used the State Engineers Water Rights Data Base to obtain groundwater information for this property. Well logs from wells in the vicinity indicated the static water level is between 6ft and 40 feet below ground surface. According to Surveyor Scherbel’s Office, owner’s agent, the 38 lots will each have individual wells and septic systems. The Star Valley area is known to experience large fluctuations in groundwater levels depending on the time of year. Due to this fluctuation, SVCD always recommends that soil cuts be taken in the spring/early summer when groundwater is highest. If soil cuts are done at other times, please note that the static water levels can fluctuate according to the amount of high runoff from year to year. Salt River The Salt River is listed on Table C (Water Bodies with Water Quality Threats) of the Wyoming Department of Environmental Quality (WDEQ) 2020 Section 303(d) List. The Salt River does not support the designated use for contact recreation use due to elevated levels of fecal coliform bacteria. In response to this listing, the Star Valley Conservation District (SVCD) initiated watershed- planning activities for the Salt River Watershed in 2003. The Salt River Watershed Plan has been completed, was formally submitted to WDEQ and was accepted and signed by WDEQ in July 2005. SVCD completed a TMDL for the Salt River in 2016 which was submitted to WDEQ. SVCD continues to monitor the watershed. We have collaborated with landowners to implement fencing and off stream watering for livestock. We also provide a cost share to homeowners to pump septic systems after attending our septic workshops. The Salt River Watershed Plan identifies rural subdivisions as adversely affecting water quality in the Salt River Watershed. Storm water run-off from subdivisions should be managed using best management practices to ensure that pollutants such as storm water runoff, animal wastes, sediment, and fertilizers do not reach the irrigation ditches or other surface waters in the area. National Pollutant Discharge Elimination System (NPDES) The Wyoming Department of Environmental Quality (WYDEQ) requires all construction sites that disturb 1 acre or more to have a construction NPDES permit. The areas do not have to be contiguous. The permit requires construction site operators to implement appropriate erosion and sediment control best management practices, control waste such as discarded building materials, concrete truck wash-out, chemicals, litter, and sanitary wastes. Operators of construction activities must develop a Storm Water Pollution Prevention Plan (SWPPP) that describes the measures to be implemented at the construction site that will eliminate or minimize pollutants from the project from reaching surface waters. The terms and conditions of the permit must be implemented until the land disturbed by construction activities has been ‘finally stabilized.’ Finally stabilized is defined as “all soil disturbing activities at the site have been completed, and a uniform perennial vegetative cover with a density of 70% of the native background vegetative cover for the area has been established on all disturbed unpaved areas and areas not covered by permanent structures”. If construction will disturb 5 or more acres a stormwater permit from WYDEQ is required. For more information regarding the NPDES requirements please contact Katy Sprouse by phone or email at 307-777-7570 (katysprouse@wyo.gove)Anita Rehner, WYDEQ Program Coordinator at 307-777-5622 or (arehner@state.wy.us). Soils The following soils information provided by the Natural Resources Conservation Service (NRCS) Soil Survey of Star Valley Area, Wyoming – Idaho. This information does not eliminate the need for onsite investigation of the soils or for testing and analysis of these soils by a Wyoming Licensed Engineer experienced in the design and construction of engineering work. The proposed subdivision is comprised of 4 soil types, identified as Greyback gravelly loam (Gg), Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA), and Turson silt loam 0 to 3 percent slopes (Tu). Limitations: ‘not limited’ indicates that the soil has features that are favorable for the specified use, good performance and very low maintenance can be expected. ‘Somewhat limited’ indicates that the soil has features that are moderately favorable for the specified use. The limitations can be overcome or minimized by special planning, design, and installation. Fair performance and moderate maintenance can be expected. Soils with ‘very limited’ designations indicate that the soil has one or more features that are unfavorable for the specified use. The limitations generally cannot be overcome without major soil reclamation, special design, or expensive installation procedures, poor performance and high maintenance can be expected. Dwelling with and without basements: The degree of limitations for dwellings with and without basements in areas of Greyback gravelly loam (Gg), Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Not Limited. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to flooding and depth to saturated zone. Soil cuts were not conducted as part of this review. Care should be taken not to locate buildings in the intermittent drainage or any drainage channel where overland flooding could occur during early spring snowmelt or heavy thunderstorms. Sewage Disposal: The degree of limitations for septic tank absorption fields for areas containing Greyback gravelly loam (Gg) and Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to seepage, bottom layer, flooding, depth to saturated zone and slow water movement. Areas consisting of Thayne loam, 0 to 3 percent slopes (TeA) and Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Somewhat Limited due to slow water movement. Roads and Streets: The degree of limitations for roads and streets for areas containing Greyback gravelly loam (Gg) are rated as Somewhat Limited due to frost action. Areas consisting of Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA), are rated as Very Limited due to frost action. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to flooding, frost action, and low strength. Shallow excavations: The degree of limitations for shallow excavations for areas containing Greyback gravelly loam (Gg), Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Somewhat Limited due to unstable excavation walls. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are all rated as Somewhat Limited due to flooding, depth to saturated zone, and unstable excavation walls. Erosion Hazard: The potential of erosion hazard for unsurfaced roads and trails and construction sites in areas containing Greyback gravelly loam (Gg) are rated as Somewhat Limited due to frost action. Areas consisting of Thayne loam, 0 to 3 percent slopes (TeA), Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Very Limited due to frost action. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to flooding, frost action, and low strength. Picnic Areas: The degree of limitations for Picnic areas in areas containing Greyback gravelly loam (Gg), Thayne loam, 0 to 3 percent slopes (TeA) and Thayne gravelly loam 0 to 3 percent slopes (ThA), are rated as Somewhat Limited due to gravel content and dusty. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are rated as Somewhat Limited due to flooding and dusty. Playgrounds: The degree of limitations for Playgrounds in areas containing Greyback gravelly loam (Gg) are rated as Very Limited due to gravel content, slope, and dusty. Areas consisting of , Thayne loam, 0 to 3 percent slopes (TeA) are rated as Somewhat Limited due to dust. Areas consisting of Thayne gravelly loam 0 to 3 percent slopes (ThA) are rated as Very Limited due to gravel content and dust. Areas consisting of Turson silt loam 0 to 3 percent slopes (Tu) are rated as Very Limited due to flooding, gravel content, and dust. To avoid potential erosion or sedimentation problems all disturbed areas during subdivision construction, especially road banks, need to be mulched and seeded back to adapted grass/legumes and tress/shrubs as soon as possible. Topsoil should be stockpiled and saved during construction, so adequate seedbeds can be prepared in the disturbed areas. Appropriate erosion and sediment control best management practices should be installed and maintained for the duration of the project. Noxious Weeds Lincoln County Weed and Pest report is included separately in this report. Please note and follow the recommendations therein. Lincoln County Weed & Pest furnishes herbicides for noxious weed control at a discount to landowners. Check with Weed and Pest to see if you qualify. They also offer ATV sprayers and 25-gallon pickup sprayers for rent. All visits to the property as well as any consultations are at no charge. To contact Lincoln County Weed and Pest call 307-885-9333 (WEED). Small Acreage Grazing/Livestock Management Please be aware, grazing animals on small acreages can have a significant impact on the condition of soil, water, plants, and other natural resources. Care should be taken to ensure agricultural activities such as grazing, corrals, pastures, feedlots, animal waste storage or spreading does not take place within any wellhead protection zone. Best management practices should be implemented on these parcels to ensure animal wastes does not reach spring or Salt River during times of high water, snow melt, or storm run-off. This can be done by using berms, filters strips, grassed swales and catch ponds. The SVCD recommends the individual lot owners obtain a site-specific grazing and waste management conservation plan from the local Natural Resources Conservation Service office in Afton. The plans are provided free of charge. For more information, please contact Janessa Juleson, 307-886-9001 ext.109. Wildfire and Landscaping: Wildfire is possible in this area. Well planned landscaping can reduce wildfire danger. The home should have a defensible space. SVCD recommends following the guidelines in the University of Wyoming Barnyards and Backyards Living with Wildfire in Wyoming publication. http://www.uwyo.edu/barnbackyard/_files/documents/resources/wildfire2013/wildfire_web.pdf Wildlife Friendly Fencing Fences cause the direct mortality of wildlife through entanglement and prohibition of movement to seasonal ranges. Fences constructed or currently in existence on the property should be designed to allow free and unrestricted movement of wildlife. Wyoming Game and Fish Department recommends fences be built to minimally restrict livestock and horses, while allowing free movement of wildlife (e.g. a smooth bottom wire 16-18 inches above ground, a 39- inch maximum height and at least 12 inches between the top two wires). Wildlife can benefit from any area of open space. For more information please see Fencing Guidelines for Wildlife Wyoming Game & Fish Habitat Extension Bulletin No. 53 at the Wyoming Game and Fish website http://gf.state.wy.us/downloads/pdf/habitat/Bulletin%20No.%2053.pdf. Homeowners should protect ornamental shrubs used for landscaping and future homeowners should know that, by state statute, the Wyoming Game and Fish Department is not liable for damage caused to ornamental plants by wildlife. The potential exists for wildlife conflicts, especially between wildlife and free-ranging domestic pets. The landowner should take precautions to minimize harassment of wildlife by dogs and cats. It is illegal to allow pets to chase or kill wildlife. Likewise, rural landowners should recognize that black bears, mountain lions, and other carnivores may come near their dwellings and may pose a threat to pets allowed to range freely. Sensitive Species and Historical Resources Sensitive, threatened, or endangered species were not evaluated as part of this review. STAR VALLEY CONSERVATION DISTRICT Kay Lynn Nield District Manager Soil Map—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/13/2023 Page 1 of 347539804754060475414047542204754300475438047544604753980475406047541404754220475430047543804754460501460501540501620501700501780501860501940502020502100502180502260 501460 501540 501620 501700 501780 501860 501940 502020 502100 502180 502260 42° 56' 34'' N 110° 58' 56'' W42° 56' 34'' N110° 58' 19'' W42° 56' 17'' N 110° 58' 56'' W42° 56' 17'' N 110° 58' 19'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 150 300 600 900 Feet 0 50 100 200 300 Meters Map Scale: 1:3,780 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. 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 1:20,000. 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: Star Valley Area, Wyoming-Idaho Survey Area Data: Version 18, Sep 9, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 14, 2021—Jun 15, 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. Soil Map—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/13/2023 Page 2 of 3 Department of Environmental Quality Mark Gordon, Governor October 25, 2024 To protect, conserve and enhance the quality of Wyoming's environment for the benefit of current and future generations. Lincoln County Board of Commissioners 925 Sage Avenue, Suite 302 Kemmerer, WY 83 101 RE: Non-Adverse Recommendation, Star Valley Springs Subdivision, Lincoln County WDEQ-WQD Application# 2024-0312 Dear Commissioners: Todd Parfitt, Director The Wyoming Department of Environmental Quality -Water Quality Division (WDEQ-WQD) has completed the review of the proposed Star Valley Springs Subdivision located in SE 1/4 SE 1/4, Sections 12, T34N, RI 18W, 6th P.M., in Lincoln County, Wyoming. The Star Valley Springs Subdivision will create 22 lots out of approximately 49.56 acres. The information was submitted by David Kennington, P.E., with Sunrise Engineering, and was signed by David Kennington, P.E., a Wyoming Licensed Professional Engineer. The information was also signed by Christopher G. McDowell, P.G., a Wyoming Licensed Professional Geologist with WWC Engineering, Inc., This letter represents the recommendations of the Wyoming Department of Environmental Quality as required by W.S. 18-5-306(c). The subdivision review will consist of (i) review of the proposed sewage system, (ii) review of the proposed water system, and (iii) groundwater review of the proposed sewage system. The conclusion of WDEQ- WQD's subdivision review will result in either a "Non-Adverse" or "Adverse" recommendation. • Non-Adverse --the proposed subdivision meets the safety and adequacy requirements of WDEQ Chapter 23 Rules • Adverse --the proposed subdivision does not meet the safety and adequacy requirements of WDEQ Chapter 23 Rules • Notes Required to be Added to the Final Plat --an Adverse recommendation will result in comments to address water or wastewater concerns with specific "Notes Required to be Added to the Final Plat." PROPOSED SEWAGE SYSTEM REVIEW: The proposed sewage systems are the use of individual on-site septic tanks and advanced enhanced treatment enviro-septic leach fields constructed to standards established in WDEQ Water Quality Rules (WQR) and standards established by the Lincoln County Office of Planning and Development. • The information submitted addresses the safety and adequacy of the proposed sewage system. • The information submitted addresses the safety and adequacy of the proposed sewage systems, provided the statements indicated in the "Notes Required to be Added to the Final Plat" are adhered to. Page 1 ofS PROPOSED WATER SYSTEM REVIEW: The subdivision's proposed water system(s) will consist of drinking water supplied primarily by the Bedford Water and Sewer District (Public Water System Number WY560006). The lots 21 and 22 on the west side of the subdivision might have on-site water wells to supply drinking water if these lots are not annexed into the Bedford Water and Sewer District. The proposed water system(s) are safe and adequate with treatment for the Star Valley Springs Subdivision. Each well must be permitted by and constructed to the Wyoming State Engineer's Office standards. • The information submitted addresses the safety and adequacy of the proposed water system. • The information submitted addresses the safety and adequacy of the proposed water system, provided compliance with the statements indicated in the "Notes Required to be Added to the Final Plat" are adhered to. PROPOSED SEWAGE SYSTEM GROUNDWATER REVIEW: The proposed sewage systems are the use of individual on-site septic tanks and enhanced treatment advanced enviro-septic leach fields constructed to standards established in WQR and standards established by the Lincoln County Office of Planning and Development. The sub-division does overly an unconfined Class I groundwater as defined by WQR Chapter 8 Rules. • The information submitted addresses the safety and adequacy of the proposed sewage system. • The information submitted addresses the safety and adequacy of the proposed sewage system, provided the statements indicated in the "Notes required to be added to the final plat" are adhered to. Please refer to Appendix A, Groundwater Loading Model analysis located at the end of this letter for additional information. NOTES REQUIRED TO BE ADDED TO THE FINAL PLAT: In order to meet requirements established in Wyoming Water Quality Rules, Chapter 23, Section 7(d)(viii)(A) (I and II) and Chapter 23, Section 7 (d)(viii)(B) individual septic systems for the Star Valley Springs Subdivision are required to be enhanced treatment systems per Chapter 23, Section 7 (d)(viii)(C)(I and II). These enhanced treatment systems must have advanced nitrogen removal technology that is capable of achieving an effluent Total Kjeldahl Nitrogen concentration of less than 25 mg/L (maximum 30-day average) and advanced fecal removal technology that is capable of achieving an effluent Fecal Coliform count of less than 800 colonies/100 mL (maximum 30-day geometric mean). For all 22 lots within the Star Valley Springs Subdivision it is the individual lot/home owner's responsibility to obtain a Chapter 3 Permit to Construct from the Wyoming Department of Environmental Quality for the construction and/or modification of an enhanced treatment septic system. A Wyoming Registered Professional Engineer must design the enhanced treatment septic system per WQR Chapter 23, Section 7(d)(viii)(E). A Permit to Construct Application for enhanced treatment septic systems must be submitted to the Water Quality Division Northwest District Engineer in Lander. For the proposed advanced Enviro-Septic enhanced treatment septic systems the bottom of the leach field bed sand must be at least 6 feet above the seasonally high groundwater. Page 2 of 5 After domestic well installation and prior to use, the WDEQ WQD suggests that homeowners have their well sampled for the following constituents: The National Primary Drinking Water Regulations inorganic chemicals, microorganisms, radionuclides and the National Secondary Drinking Water Regulations contaminants . In addition, the WQD suggests homeowners have their well tested on a semi-regular schedule (see knowyourwell.org). CONCLUSIONS: Based on the materials and information presently submitted for this Chapter 23 subdivision application, the WDEQ is issuing an "Non-Adverse" recommendation applicable to the Star Valley Springs Subdivision. Please refer to Appendix A, Groundwater Loading Model analysis located at the end of this letter for additional information. Disclaimer: The Non-Adverse recommendation provided above has nothing to do with, nor has any bearing on the water rights associated with the Star Valley Springs Subdivision. Any questions or concerns about the water rights for the Star Valley Springs Subdivision should be directed to the State Engineer's Office. Nothing in Department of Environmental Quality recommendations or comments regarding the proposal for the Star Valley Springs Subdivision shall be construed to relieve Matt Burtness of the obligation to obtain any permits or additional approval from any local, state or federal agencies as required by law, rules, regulations, or ordinances. Nothing in these recommendations commits the Department of Environmental Quality or Lincoln County to the issuance of required permits for construction, operation, or modification of water supply or sewage systems. Mark D. Baron, P.E. Southwest District Engineer Water & Wastewater Section, Water Quality Division Steven Loose, P.G. WDEQ Groundwater Geology Supervisor Groundwater Section, Water Quality Division Emailed copies: Matt Burtness, P.O. Box 2911, Alpine, WY 83128 davet'@s nowpeakwy.com David Kennington, P.E., Sunrise Engineering, 770 Washington Ste. A, Afton, WY 83110, d kenn in gton@ sunrise-eng.com Ken Kuluski, Lincoln County Planning Office, 421 Jefferson St., Ste 701, Afton, WY 83110, planning@lin ·oln ount w .gov Keenan Hendon, P.E., WDEQ WQD, Cheyenne, keenan.hendon2@wyo.gov Wesley Frain, State Engineers Office, Cheyenne,wesley.frain@wyo.gov Sue Kinsley, State Engineers Office, Cheyenne,sue.kinsley@wyo.gov Markus Malessa, State Engineers Office, Cheyenne,markus.malessa@wyo.gov Page 3 of 5 Appendix A Ground Water Loading Analysis Wastewater System Discharges to same aquifer that supplies a public water supply and are located within Zone 1 or Zone 2 • Determination = No. Chapter 23 ppendix A Nitrate Loading Analysis -Co The final configuration of development in the subdivision is unknown. If the subdivision only consists of single-family homes the following 3, 4-and 5-bedroom analysis would apply. Number of Bedrooms 3 Bedrooms 4 Bedrooms 5 Bedrooms Consultant Analvsis 3.19 mg/L 3.84 rng/L .8 1 mg/L DEO Analysis 3.40 mg/L 4.1 1 mg/L 4.80 mg/L If the subdivision consists of mixed-use, rural lots and commercial lots the following analysis would apply. For the Consultant Analysis using IO mixed-use lots, 6 rural lots and 6 commercial lots using a total subdivision sewage flow of 26,600 gpd the estimated nitrate level is 9.84 mg/I. For the DEQ Analysis using 10 mixed-use lots, 6 rural lots and 6 commercial lots using a total subdivision sewage flow of 26,400 gpd the estimated nitrate level is 8.11 mg/I. Chapter 23 Appendix B Minimum Isolation Distance Analysis (average vertical depth to alluvial groundwater is 35 feet) -t1 If the time for the septic effluent to reach groundwater exceeds the two-year time of travel the minimum horizontal isolation distance is not applicable. The final configuration of development in the subdivision is unknown. If the subdivision only consists of single-family homes the following 3, 4-and 5-bedroom analysis would apply. Number of Bedrooms 3 Bedrooms 4 Bedrooms 5 Bedrooms onsultant Analysis 0.96 years 0.87 y ars 0.81 years DEQ Analysis 0.71 years 0.64 years 0.60 years If the subdivision consists of mixed-use, rural lots and commercial lots the following analysis would apply. For the Consultant Analysis using l O mixed-use lots, 6 rural lots and 6 commercial lots the estimated vertical time of travel is ti= 1.12 years. For the DEQ Analysis using IO mixed-use lots, 6 rural lots and 6 commercial lots estimated vertical time of travel is ti=0.70 years. Page 4 of 5 Minimum Isolation Distance Analysis to a water well (horizontal direction) -t2 lf tbe calculated minimum horizontal isolation distance is less than 100 feet the default minimum isolation distance of 100 feet between a septic system leach field and water well must be used. The final configuration of development in the subdivision is unknown. If the subdivision only consists of single-family homes the fol lowing 3, 4-and 5-bedroom analysis would apply. Number of Bedrooms 3 Bedrooms 4 Bedrooms 5 Bedrooms Consultant Analysis 1,320 feet 1,437 feet 1,507feet DEO Analvsis 1 518 feet 1 594 feet 1,639 feet If the subdivision only consists of mixed-use, rural lots and commercial lots the following analysis would apply. For the Consultant Analysis using 10 mixed-use lots, 6 rural lots and 6 commercial lots the estimated horizontal travel distance is ti= 1,034 feet. For the DEQ Analysis using IO mixed-use lots, 6 rural lots and 6 commercial lots the estimated horizontal travel distance is t2= 1,521 feet. Comments to Analysis: None. Page 5 of 5 Elizabeth Williams <elizabeth.williams@lincolncountywy.gov> Public Notice for 707 MA 24 Star Valley Springs Subdivision Ryan Lyman <rylyman@lcsd2.org>Mon, Nov 4, 2024 at 8:20 AM To: Katie Gipson <katie.gipson@lincolncountywy.gov>, Elizabeth Williams <elizabeth.williams@lincolncountywy.gov> To whom it may concern: We have witnessed a significant decrease in the number of students who walk to the bus stop particularly in neighborhoods with relatively large lot sizes and an increase in the number of students who wait for the bus inside of a vehicle. Under current school district policies and procedures bus stops would be established at intersecting side roads with Muddy String. Starbuck Drive and the Lost Creek intersections would be logical locations for bus stops. For these reasons we propose 13' x 60' pull outs at these intersections. We recommend that each be placed so that traffic approaching Muddy String can pull off on their right hand side to wait at a bus stop. Thank you for your consideration of these school bus stop safety measures. [Quoted text hidden] 11/5/24, 8:36 AM LINCOLN COUNTY WYOMING Mail - Public Notice for 707 MA 24 Star Valley Springs Subdivision https://mail.google.com/mail/u/0/?ik=8e4afe6fc8&view=pt&search=all&permmsgid=msg-f:1814805783127086396&simpl=msg-f:1814805783127086396 1/1 Elizabeth Williams <elizabeth.williams@lincolncountywy.gov> FW: Star Valley Springs: Fire Review 1 message Brett Bennett <bbennett@alpinearchstudio.com>Wed, Apr 17, 2024 at 5:08 PM To: Elizabeth Williams <elizabeth.williams@lincolncountywy.gov> Hello Liz, RE Star Valley Springs: Please see comments below from Tedd Jenkins. Brett Bennett | Alpine Architectural Studio | PO Box 3975 Alpine, WY 83128 | 307-880-4280 | bbennett@alpinearchstudio.com From: Jenkins Hunng Camp <ctjenkins@silverstar.com> Sent: Wednesday, April 17, 2024 4:58 PM To: Bre Benne <bbennett@alpinearchstudio.com> Subject: Re: Star Valley Springs: Fire Review Hello, sorry for the delay on this email my April has been crazy busy! I have had a couple of discussions with Mr. Bennett about the Star Valley Springs subdivision off of Muddy String Rd. As I look over the plot plan I am requesting the county ask for some Fire hydrants in this subdivision. Most of this subdivision is accessible to the Bedford water system. I believe with the length of the roads in this subdivision meet the requirements for fire hydrants. This property is with in the Mid Valley Fire District boundary’s and there is a hydrant about 600 feet up lost creek road. It is the right thing to do for the future homeowners in the Star Valley Springs subdivision. Thank you for your time and consideration on this manner. Tedd Jenkins Fire Chief Thayne Fire Department 307-880-1034 Sent from my iPhone On Mar 21, 2024, at 2:42 PM, Brett Bennett <bbennett@alpinearchstudio.com> wrote: Apologies Tedd....for some reason I thought it was Tadd. 11/1/24, 10:53 AM LINCOLN COUNTY WYOMING Mail - FW: Star Valley Springs: Fire Review https://mail.google.com/mail/u/0/?ik=8e4afe6fc8&view=pt&search=all&permthid=thread-f:1796625180356708133&simpl=msg-f:1796625180356708133 1/2 BEDFORD WATER AND SEWER DISTRICT BOARD MEMBERS Clint Rapier, President Kim Chadwick, Vice President Nord Clark, Board Member Evan Heiner, Board Member Kevin Lee, Board Member Star Valley Springs, LLC c/o Brett Bennett Alpine Architectural Studio P. 0. Box 3975 Alpine, WY 83128 bbennett@alpinearchstudio.com POST OFFICE BOX 4144 BEDFORD, WYOMING 83112 Febrnary 21, 2024 Re: Reaffim1ation of Non-Binding Letter oflntent Dear Mr. Bennett: WATER OPERATORS Jason Mavy Cliff Eggleston Please accept this will-serve letter on behalf of the Bedford Water and Sewer District ("District") to provide culinary water service to Lots 1 through 20 of the proposed Star Valley Springs, subdivision ("Subdivision"), which is located at the junction of Muddy String and Lost Creek. A depiction of the Subdivision, showing Lots 1 through 20, is enclosed herewith. This letter will confirm that Star Valley Springs is not requesting culinary water service to Lots 21 and 22, and there are no current plans to annex additional land to the District for connections outside the current District boundaries. This letter will also confirm that Star Valley Springs will provide all lot owners with irrigation water rights and oppo1tunities through Porto Irrigation District membership, as well as any other available irrigation water rights. Finally, please note that future culinary water service will be provided according to the rates, bylaws, and any other conditions imposed by the District. We look forward to serving this new Subdivision and its owners. Sincerely, 122117HWY 89120THAYNEVICINITY MAP: NTS PROJECT LOCATION:EXISTING MIXED USE ZONINGEXISTNG RURAL ZONINGLOT 21 5.19 + ACRES 4.77 ACRES NET 1124.40'559.82'1,684.55'1276.55'EXISTING PROPERTY LINE PROPOSED PROPERTY LINE EXISTING ROWRD 117PROPOSED 60' UTILITY AND ROAD EASEMENT EXISTING 60' ACCESS EASEMENTMUDDY STRING ROAD 117 (45 MPH)LOT 12 1.00 + ACRES 0.87 ACRES NETEXISTING MIXED USE ZONINGEXISTNG RURAL ZONINGSTARBUCK DRIVE STONE CREEK LANE (PRIVATE)30'30'EXISTING PROPERTY LINE PROPOSED 60' UTILITY AND ROAD EASEMENT LOT 20 5.13 + ACRES 4.39 ACRES NET LOT 19 5.42 + ACRES 4.67 ACRES NET LOT 11 1.08 + ACRES 0.71 ACRES NET LOT 5 1.03 + ACRES 0.79 ACRES NET LOT 61.02 + ACRES0.62 ACRES NET LOT 10 1.22 + ACRES 0.90 ACRES NET LOT 71.27 + ACRES0.80 ACRES NETLOT 31.02 + ACRES 0.78 ACRES NET LOT 14 1.00 + ACRES 0.86 ACRES NET LOT 2 1.02 + ACRES 0.79 ACRES NET LOT 1 1.36 + ACRES 0.72 ACRES NET LOT 9 1.14 + ACRES 0.90 ACRES NET LOT 8 1.23 + ACRES 0.91 ACRES NET LOT 13 1.03 + ACRES 0.90 ACRES NET LOT 41.01 + ACRES0.78 ACRES NET LOT 18 5.03 + ACRES 4.75 ACRES NET LOT 17 5.63 + ACRES 4.38 ACRES NET LOT 22 5.33 + ACRES 4.79 ACRES NET LOT 15 1.00 + ACRES 0.86 ACRES NET LOT 16 1.33 ACRES 0.80 ACRES NET(25 MPH)(20 MPH)952.22'LOST CREEK ROAD 120 1284.49'R 70'-0"275'305'298'723'358'341'304'330'309'R 100'-0"30'30'(20 MPH)(20 MPH)EXISTING 20' IRRIGATION EASEMENT EXISTING 30' ACCESS EASEMENTPROPOSED 10' IRRIGATION EASEMENTPROPOSED 10' IRRIGATION EASEMENT25' AGRICULTURAL SETBACK PROPOSED 10' IRRIGATION EASEMENT PROPOSED 10' IRRIGATION EASEMENT PROPOSED 60' UTILITY AND ROAD EASEMENT30'30'REVISIONS051015202530051015202530AFKPUAFKPU3/5/2024 10:42:05 AM22 LOT SUBDIVISION SP109 STAR VALLEY SPRINGSMUDDY STRING RD & LOST CREEK RD3.5.2024CHECKED BY | BENNETT © 2024 | ALL RIGHTS RESERVED LINCOLN COUNTY, WYDRAWN BY | BENNETT | AAS # STAR VALLEY SPRINGS SUBDIVISION |1" = 80'-0"SP1091 SITE PLAN - 22 LOT SUBDIVISION MIXED USE RESIDENTIAL /COMMERCIAL: TOTAL AREA: +/- 49.56 ACRES LEGEND & NOTES APPROX 6.51 +/- ACRES LAND USE TABLE PROPOSED USE LOT NO. COMMERCIAL/MIXED USE ZONING 1-6 RESIDENTIAL/MIXED ZONING 7-16RESIDENTIAL/RURAL ZONING 17-22 BEDROOM EQUIVALENT TABLE PROPOSED USE LOT NO. RESIDENTIAL & COMMERCIAL/MIXED USE ZONING 1-6RESIDENTIAL/MIXED USE ZONING 7-16RESIDENTIAL/RURAL USE ZONING 17-22 TOTAL MAXIMUM BEDROOMEQUIVALENT PER LOT 1188 TOTAL BEDROOM EQUIVALENTPER LOT AND USE 668048 194 195 1: BEDROOM EQUIVALENT FIGURES REQUIRED TO BE RECORED AS FUTURE PLAT WARNING INDICATING MAXIMUM BEDROOM EQUIVALENT PER LOT. 2: STAR VALLEY SPRINGS SUBDIVISION: WATER & WASTEWATER SYSTEM ADEQUACY STUDY SUNRISE ENGINEERING, MARCH 2024 TOTAL ALLOWABLE 1 2 TOTAL AREA:49.5 ACRES 3 MIXED USE RESIDENTIAL:APPROX 11.28 +/- ACRES PRELIMINARY: CH23 UPDATE, FINAL OWNER APPROVAL, & ADVANCE PLAT REQUIRED3.05.24: LOT 5-6 USE 3.12.24: USE & BE 3.13.24: LAND USE AREAS RURAL USE RESIDENTIAL:APPROX 31.72 +/- ACRES I 1--- 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 : I I I I I I I I I I I I I I I I I I I I I ~1----f _l____}_: I I I .---------- / ,,--- / ' ; ; I I I I I I ~ I I I I I I I I \ I \ \ \ _-_- - 7 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 T -1--------_ -= ~---==--=:j~==-~c=-}I r~1~--- r- '· I I I I I I I I I 1 --'-- 1 ----- 1 ----- I I I I I I I I : r;l---- 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 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 :r----- 1 I I I I I I I I I I I I I 7 i - -I j [ ---_-- - ---·--/ / I I ' I I ' \ '· l I I I ____ J ~ I I I I I : I __J - ' \ I ; ' I / r I I I ' I -~---\ '11 11 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 ' / T '------- I I I I I I I I I I I I I I I I I I I :-r I architectural ::~~~~ .... 1///j Elizabeth Williams <elizabeth.williams@lincolncountywy.gov> Support of Star Valley Springs Subdivision Samantha Marquis <starvalley307@gmail.com>Wed, Nov 20, 2024 at 10:50 AM To: planning@lincolncountywy.gov, jerry.hansen@lincolncountywy.gov, kent.connelly@lincolncountywy.gov, teri.bowers@lincolncountywy.gov, stephen.allen@lincolncountywy.gov Cc: Samantha Marquis <starvalley307@gmail.com> To whom it may concern, I unfortunately cannot make the Planning and Zoning meeting tonight, but wanted to write in and provide my support for the Star Valley Springs Subdivision in Thayne. I have known the parties involved to be stewards of smart growth, and ones that strive to address the growing needs of our community for housing, as well as small business development. I personally know and work with, many small business owners that would benefit from being able to purchase mixed- used/commercial land which is very hard to find currently in our inventory. Knowing the developers, the residential and mixed-use commercial portions will be carefully thought-out, and a good addition to our community and are greatly needed. Thank you for your time and consideration, Sam Marquis 307-699-2196 -- Associate Broker, Wyoming / Sales Associate, Idaho Jackson Hole Sotheby's International Realty Star Valley Office: 280 N Main, Thayne WY 83127 307-699-2196 / jhsir.com www.sellingstarvalley.com 11/20/24, 10:55 AM LINCOLN COUNTY WYOMING Mail - Support of Star Valley Springs Subdivision https://mail.google.com/mail/u/0/?ik=8e4afe6fc8&view=pt&search=all&permmsgid=msg-f:1816264771770773811&simpl=msg-f:1816264771770773811 1/1