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Home My WebLink AboutCombined Staff Report PZC PP Valley of the Burm Third FilingPreliminary PlatLINCOLNCOUNTYPLANNING&ZONING COMMISSION STAFF REPORT Major Subdivision Preliminary Plat HEARING TIME AND DATE:6:00 p.m.October 18,2023 LOCATION:Lincoln County Courthouse,Commissioner Boardroom 3rd Floor,Kemmerer, Wyoming &Afton Planning &Engineering Office,61 E.5th Ave.,Afton,Wyoming FILE #104-MA-23 APPLICANTS:Josh Burmester and Rylee Burmester /Bart W.Taylor and Julie S.Taylor PROJECT NAME:Valley of the Burm Third Filing –Preliminary Plat COMMUNITY PLAN AREA:Thayne ZONING:Rural PIN:3418-314-00-118 &3418-314-00-388 SURVEYOR:Surveyor Scherbel,Ltd. PLANNER:Emmett Mavy _____________________________________________________________________________________ PROPOSAL:A Major Subdivision Preliminary Plat application proposal to subdivide 36+/-acres (Lot 1 &7)into eight residential lots ranging in size from 2.00-7.55 acres.The average lot size will be 4.5 +/- acres in this phase.Located in the Rural Zone.The lots will have access from County Road 126 and share a private subdivision road.Each lot will have individual wells and individual septic systems. BACKGROUND:Valley of the Burm original subdivision filing was created on July 3,2019 and consisted of 5 lots.The Second Filing of Valley of the Burm was created on December 9,2021 and created one additional lot,making a total of 6 lots.The Third Filing will result in a total of 12 lots total in all three phases.Lot 1 is becoming Lots 8,9 and 10 Lot 7 is becoming Lots 11,12,13,14 and 15 LOCATION:2 miles southeast of the Town of Thayne,Wyoming in Section 31 Township 34 North, Range 118 West. PLANNING STAFF RECOMMENDATION: Planning staff recommends that the Planning and Zoning Commission send a recommendation of APPROVAL to the Board of County Commissioners for File #101-MA-23 a Major Subdivision Preliminary Plat,with: ●Findings of Approval A thru C. ●Conditions of Approval 1 thru 5. ●A Recommendation for the Board Chairman to sign the Development Agreement. 104-MA-23 Preliminary Plat PZC October 18,2023 Preliminary PlatFINDINGS: A.The proposed subdivision,with conditions,is consistent with the provisions W.S.18-5-301 through W.S.18-5-315. B.The proposed subdivision is consistent with goals and objectives of the Lincoln County Comprehensive Plan,including Section IV Land Use Objective 1.Create Land Use Regulations that promote the responsible and orderly development of Lincoln County. C.The proposed subdivision,with conditions,is consistent with the standards and procedures of these Lincoln County Land Use Regulations,including: a.Residential Density Standards;Chapter 6 Table:6.1 for Major Subdivisions in the Rural Zone. CONDITIONS OF APPROVAL: 1.Significant alteration of the project shall require additional permitting. 2.A Weed Control Plan shall be developed in conjunction with Lincoln County Weed &Pest. 3.Developer and County shall enter into a Development Agreement to: a.Ensure installation of subdivision improvements and preparation of documents,including: i.Construct approved subdivision road with the minimum: 1.26’roadway from County Road 12-126 through the completed 70’radius cul de sac. 2.The culvert crossing shall be extended to meet the 26'Roadway Width.The culvert shall be a minimum 16 gauge corrugated metal pipe and shall have a minimum 12"cover to handle HS20/HL93 Loads.Specifications shall be submitted to the County Engineer for approval prior to installation.The length of the pipe shall be determined by size of the culvert and slope. ii.Install electrical power and communication lines to each lot; iii.Submittal of Water Distribution Plan to the State Engineer’s Office; iv.Survey monumentation;and v.Development of either,a HOA,CCRs,Road Maintenance Agreement,Special Improvement District,or Mutual Benefit Corporations that covers all subdivision lots that at a minimum: 1.Provide an entity for ongoing road maintenance including the collection of road maintenance fees; 2.Provide an entity for ongoing snow removal including the collection of snow removal fees; 3.Ensure road maintenance and snow removal are maintained indefinitely; 4.The chosen document must be filed at the time of final plat filing,and bind all current and future owners to the agreement. 4.Prior to Final Plat Application the improvements shall be installed and inspected by County personnel. a.Provide for final plat approval upon satisfaction of Development Agreement terms; b.Developer 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. 104-MA-23 Preliminary Plat PZC October 18,2023 Preliminary Plat5.A Plat Warning be included for the following: DEQ Recommended Plat Warnings: The septic systems for the Valley of the Burm Subdivision shall be conventional on-site septic systems.It is the Individual lot/home owner’s responsibility to obtain a Permit to Construct from Lincoln County to construct a septic system.For lots where the soils have a percolation rate of less than 5 minutes per inch it is the Individual lot/home owner’s responsibility to obtain a Chapter 3 Permit to Construct from the Wyoming Department of Environmental Quality.A professional Engineer licensed with the State of Wyoming must obtain the Chapter 3 Permit to Construct from the Southwest District Engineer in Lander,Wyoming. Hazard Plat Warning: WARNING:Slope Exceeding 30%EXISTS ON LOTS 8.9,10,12.Slope exceeding 30%is a non-buildable area. _____________________________________________________________________________________ EXHIBITS: 1.Preliminary Plat 2.Vicinity Map 3.Draft Development Agreement 4.Correspondence 5.Subdivision Plat for First and Second Filing _____________________________________________________________________________________ AGENCY CORRESPONDENCE: Lincoln County Weed &Pest:At the time of inspection,Dyers Woad,Common Mullen and Musk Thistle were present.These weeds are on the Wyoming State Noxious Weed list as well as the Lincoln County Noxious Weed List.These plants have proven to be very invasive and pernicious.According to Wyoming Statute it is illegal to allow any state or county noxious weed to propagate freely.The subdivision representative will need to contact Lincoln County Weed and Pest and explain their weed control strategy or work with us to devise one. Star Valley Conservation District:SVCD recommends soil cuts to determine groundwater levels.If ground water is high,we recommend an enhanced septic system.We recommend that soil cuts be taken in the spring/early summer when groundwater is highest.If soil cuts are done at other times know that static water level can fluctuate according to the amount of high-water runoff from year to year. Please note that part of this property has irrigation water right from Strawberry Creek through the Pine Hill Sprinkler Pipeline.The irrigation company must have maintenance access to the pipeline. Landscaping such as trees,shrubbery,etc.,within one rod (16.5 feet)of either side of the pipeline is prohibited and is subject to removal by the canal company. 104-MA-23 Preliminary Plat PZC October 18,2023 Preliminary PlatStateEngineer's Office:No correspondence has been received at this time. Wyoming DEQ:DEQ provided a non-adverse letter for conventional septic and individual water wells for each lot,and stated that these are safe and adequate for the Northwinds Subdivision.They also recommended a plat warning of: Recommended Plat Warning: The septic systems for the Valley of the Burm Subdivision shall be conventional on-site septic systems.It is the Individual lot/home owner’s responsibility to obtain a Permit to Construct from Lincoln County to construct a septic system.For lots where the soils have a percolation rate of less than 5 minutes per inch it is the Individual lot/home owner’s responsibility to obtain a Chapter 3 Permit to Construct from the Wyoming Department of Environmental Quality.A professional Engineer licensed with the State of Wyoming must obtain the Chapter 3 Permit to Construct from the Southwest District Engineer in Lander, Wyoming. Public Comments:No public comments 104-MA-23 Preliminary Plat PZC October 18,2023 £¤89 Thayne 02 0103 33 2120 30 29 19 31 32 28 04 0506 3635 27 23 26 34 22 24 25 33N 119W 34N 119W 34N 118W 33N 118W ³±126PineKnollRoadESSENMACHER, TODD TRUSTEE ESSENMACHER, TODD TRUSTEE ESSENMACHER, TODD TRUSTEE ESSENMACHER, TODD TRUSTEE FLUCKIGER, DALE A.& LANIS P. AVAIL VALLEY RE-WY, LLC AVAIL VALLEYRE-WY, LLC AVAIL VALLEY RE-WY, LLC WEST, DENNIS V.&DIANE L. AVAIL VALLEY RE-WY, LLC HANSON, BRUCETRUSTEE ANDERSON FAMILYTRUST PRESTONRANCHES INC ESSENMACHER, TODD TRUSTEE HUDMAN, SANDRA ETAL CHADWICK, GALE ETALESSENMACHER, TODD TRUSTEE BURMESTER, JOSH & RYLEE KRUGER, WILLIAM D & PATRICIAL TRUSTEES KRUGER, WILLIAM D & PATRICIA L TRUSTEES GUEHNA, ALLEN J HUEHNA, ALLEN SCHWAB, DEAN P& LORENE ETAL FLUCKIGER, DALE A & LANIS P AVAIL VALLEYRE-WY, LLC TAYLOR, BART W & JULIE S RASKA, LEONJ & SHEREE L TAYLOR,DUSTIN & EMMA CRIDDLE,KRISTOPHER L & DEBORAH L BURMESTER, JOSH & RYLEE Maxar Major Subdivision Application Roads Road_Type US Highways WY Highways Projects Township & Range Sections Municipalities Public Noticing File No 104 MA 23 Valley of the Burm Second Filing Josh and Rylee Burmester, Bart W. and Julie S. Taylor Prepared using available data by Katie Gipson, on 3 October 2023. Map is for informational purposes only and in no way represents an official survey of land. DEVELOPMENT AGREEMENT VALLEY OF THE BURM THIRD FILING FILE NO.#104-MA-23 THIS AGREEMENT is made and entered into as of the ____day of ______________,2023 by and between Lincoln County,Wyoming,hereinafter referred to as “County”,whose address is 421 Jefferson St.,Suite 701,Afton,Wyoming,83110,specifically Lincoln County Planning and Development and Josh Burmester and Rylee Burmester /Bart W.Taylor and Julie S. Taylor,hereinafter referred to as OWNER/DEVELOPER”,whose address is P.O.Box 4495, Bedford,WY 83112. WHEREAS,it is the intent and purpose of the OWNER/DEVELOPER to meet the conditions of approval for File No.#104-MA-23 Subdivision to subdivide approximately 36.00 acres into 8 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 Valley of the Burm Third Filing 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.#104-MA-23 Valley of the Burm Third Filing 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 Josh Burmester and Rylee Burmester / Bart W.Taylor and Julie S,whose address is P.O.Box 4495,Bedford,WY 83112,the party that owns and is developing the Property and shall include and subsequent owner(s)or OWNER/DEVELOPER(s)of the Property. Page 1 of 13 1.4 PROPERTY:means and refers to the identified approximately 36.00+/-acres of a certain parcel(s)of Property located in Lincoln County,Wyoming,as described in Exhibit A. Section 2.Planned Improvements. The OWNER/DEVELOPER shall,at its sole cost and expense,properly install and complete the following required improvements: ●Subdivision Road: o 26’roadway from County Road 12-126 through the completed 70’radius cul de sac. o The culvert crossing shall be extended to meet the 26'Roadway Width.The culvert shall be a minimum 16 gauge corrugated metal pipe and shall have a minimum 12"cover to handle HS20/HL93 Loads.Specifications shall be submitted to the County Engineer for approval prior to installation.The length of the pipe shall be determined by size of the culvert and slope. ●Submittal of Water Distribution Plan to the State Engineer’s Office ●Utilities: o Install Electrical Power to each identified lot. o Install Communication lines to each identified lot. ●Surveyor’s lot monuments as set forth in the Preliminary Plat attached hereto as Exhibit B. ●Disturbed areas shall be reseeded to avoid weed infestation and erosion. ●Road Signs:The Developer to purchase private road name signs and stop signs through Lincoln County,Wyoming Planning and Engineering Office and the developer to install signs according to planning office guidelines. 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 Page 2 of 13 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 and will not submit for approval for final plat until all proper easements and permits are in place. 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 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 Page 3 of 13 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. 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: Page 4 of 13 Lincoln County Board of County Commissioners ATTN:Planning Director Planning and Development Office 421 Jefferson St.,Suite 701 Afton,Wyoming,83110 Notices to the OWNER/DEVELOPER shall be addressed to,or delivered at,the following address: Josh and Rylee Burmester P.O.Box 4495 Bedford,WY 83112 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 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. Page 5 of 13 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. 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. Page 6 of 13 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. 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:______________________ Jerry W.Hansen,Chair Board of Lincoln County Commissioners Attest: ________________________________ April Brunski Lincoln County Clerk Page 7 of 13 OWNER/DEVELOPER ________________________________Date:______________________ Josh Burmester STATE OF WYOMING ) )ss COUNTY OF LINCOLN ) The foregoing instrument was acknowledged before me by Josh Burmester,this ____day of ______________2023. Witness my hand and official seal. (SEAL) _____________________________________ Notary Public My Commission expires:________________ Page 8 of 13 OWNER/DEVELOPER ________________________________Date:______________________ Rylee Burmester STATE OF WYOMING ) )ss COUNTY OF LINCOLN ) The foregoing instrument was acknowledged before me by Rylee Burmester,this ____ day of ______________2023. Witness my hand and official seal. (SEAL) _____________________________________ Notary Public My Commission expires:________________ Page 9 of 13 OWNER/DEVELOPER ________________________________Date:______________________ Bart W.Taylor STATE OF WYOMING ) )ss COUNTY OF LINCOLN ) The foregoing instrument was acknowledged before me by Bart W.Taylor,this ____day of ______________2023. Witness my hand and official seal. (SEAL) _____________________________________ Notary Public My Commission expires:________________ Page 10 of 13 OWNER/DEVELOPER ________________________________Date:______________________ Julie S.Taylor STATE OF WYOMING ) )ss COUNTY OF LINCOLN ) The foregoing instrument was acknowledged before me by Julie S.Taylor,this ____day of ______________2023. Witness my hand and official seal. (SEAL) _____________________________________ Notary Public My Commission expires:________________ Page 11 of 13 EXHIBIT A DESCRIPTION OF PROPERTY Valley of the Burm Third Filing Subdivision 36.00+/-acres within Section 31,Township 34 North,Range 118 West,in,Lincoln County, Wyoming. Page 12 of 13 EXHIBIT B APPROVED PRELIMINARY PLAT See Attached Page 13 of 13 July 19, 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 Valley of the Burm 3rd Filing, major subdivision for Josh and Rylee Burmester near Bedford, Wyoming. SVCD recommends soil cuts to determine groundwater levels. If ground water is high, we recommend an enhanced septic system. We recommend that soil cuts be taken in the spring/early summer when groundwater is highest. If soil cuts are done at other times know that static water level can fluctuate according to the amount of high-water runoff from year to year. Please note that part of this property has irrigation water right from Strawberry Creek through the Pine Hill Sprinkler Pipeline. The irrigation company must have maintenance access to the pipeline. Landscaping such as trees, shrubbery, etc., within one rod (16.5 feet) of either side of the pipeline is prohibited and is subject to removal by the canal company. For information regarding this please contact our office at 307-885-7823. 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 Valley of the Berm 3rd Filing Major Subdivision Bedford, Wyoming July 19, 2023 Location The Valley of the Berm Third Filing, major subdivision is in N1/2SE1/4 of Section 31 T34N R118W near Bedford, Wyoming. The proposed subdivision is +/- 36 acres and will be divided into 8 lots. Drainage is to the south and east. 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 20 and 300 feet below ground surface. According to Surveyor Scherbel’s Office, the owner’s agent, the 8 lots will each have individual wells and septic systems. SVCD recommends soil cuts to determine groundwater levels. If ground water is high, we recommend an enhanced septic system. We recommend that soil cuts be taken in the spring/early summer when groundwater is highest. If soil cuts are done at other times know that static water level can fluctuate according to the amount of high-water runoff from year to year. Please note that the property has an irrigation water right from Strawberry Creek through Pine Hill Sprinkler Pipeline. The irrigation company must have maintenance access to the pipeline. Landscaping such as trees, shrubbery, etc., within one rod (16.5 feet) of either side of the pipeline is prohibited and is subject to removal by the canal company. For information regarding this please contact our office at 307-885-7823. 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 8 soil types, identified as Greyback and Hobacker soils, 0 to 30 percent slopes (GHE), Greyback-Rooset association, steep (GRE), Hobacker gravelly loam (Hc), Hobacker cobbly loam (Hd), Lail-Cowdrey association (LC), Osmund and Mundos loams 0 to 3 percent slopes (OmA), Robana-Turnerville association, steep (RTE), and Turson silt loam , 0 to 3 percent slopes, frequently flooded (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 basements in areas consisting of Greyback and Hobacker soils, 0 to 30 percent slopes (GHE), Greyback-Rooset association, steep (GRE), Lail-Cowdrey association (LC) and Robana-Turnerville association, steep (RTE) are rated as Very Limited due to slope and shrink-swell. Areas consisting of Hobacker gravelly loam (Hc), Hobacker cobbly loam (Hd) and Osmund and Mundos loams 0 to 3 percent slopes (OmA), are rated as Not Limited. Areas of Turson silt loam , 0 to 3 percent slopes, frequently flooded (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 and Hobacker soils, 0 to 30 percent slopes (GHE) are rated as Very Limited due to seepage and slope. Areas containing Greyback-Rooset association, steep (GRE) are rated as Very Limited due to slope, seepage, and slow water movement. Areas consisting of Hobacker gravelly loam (Hc) are rated as Very Limited due to seepage. Areas consisting of Hobacker cobbly loam (Hd) are rated as Very Limited due to filtering capacity and seepage. Areas consisting of Lail-Cowdrey association (LC) are rated as Very Limited due to slow water movement and slope. Areas consisting of Osmund and Mundos loams 0 to 3 percent slopes (OmA) are rated as Very Limited due to slow water movement. Areas of Robana-Turnerville association, steep (RTE),are rated as Very Limited due to slow water movement and slope. Areas consisting of Turson silt loam , 0 to 3 percent slopes, frequently flooded (Tu) are rated as Very Limited due to flooding, seepage, depth to saturated zone and slow water movement. Roads and streets : The degree of limitations for roads and streets for areas containing Greyback and Hobacker soils, 0 to 30 percent slopes (GHE) are rated as Very Limited due to slope and frost action. Areas consisting of Greyback-Rooset association, steep (GRE) are rated as Very Limited due to slope, frost action, shrink-swell, low strength, and soluble bedrock. Areas consisting of Hobacker gravelly loam (Hc) and Hobacker cobbly loam (Hd) are rated as Somewhat Limited due to frost action. Areas consisting of Lail-Cowdrey association (LC) and Robana-Turnerville association, steep (RTE) are rated as Very Limited due to slope, frost action, low strength, and shrink-swell. Areas consisting of Osmund and Mundos loams 0 to 3 percent slopes (OmA) are rated as Very Limited due to frost action. Areas of Turson silt loam , 0 to 3 percent slopes, frequently flooded (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 and Hobacker soils, 0 to 30 percent slopes (GHE) and Greyback-Rooset association, steep (GRE), are rated as Very Limited due to slope, unstable excavation walls, and dusty. Areas of Hobacker gravelly loam (Hc) and Hobacker cobbly loam (Hd) are rated as Somewhat Limited due to unstable excavation walls. Areas consisting of Lail-Cowdrey association (LC) are rated as Very Limited due to slope, dusty, to clayey, and unstable excavation walls. Areas consisting of Osmund and Mundos loams 0 to 3 percent slopes (OmA) are rated as Somewhat Limited due to dusty and unstable excavation walls. Areas containing Robana-Turnerville association, steep (RTE) are rated as Very Limited due to slope, dusty, and unstable excavation walls. Areas containing Turson silt loam , 0 to 3 percent slopes, frequently flooded (Tu) are rated as Somewhat Limited due to flooding, depth to saturated zone, and unstable excavation walls. Erosion Hazard: The potential erosion hazard for unsurfaced roads and trails in areas containing Greyback and Hobacker soils, 0 to 30 percent slopes (GHE) are rated as Very Limited due to slope, frost action and dusty. Areas consisting of Greyback-Rooset association, steep (GRE) are rated as Very Limited due to slope, frost action, dusty, and shrink-swell. Areas containing Hobacker gravelly loam (Hc) and Hobacker cobbly loam (Hd) are rated as Somewhat Limited due to frost action. Areas containing Lail-Cowdrey association (LC) are rated as Very Limited due to slope, shrink-swell, frost action, low strength, and dusty. Areas consisting of Osmund and Mundos loams 0 to 3 percent slopes (OmA) are rated as Very Limited due to frost action and dusty. Areas consisting of Robana-Turnerville association, steep (RTE) are rated as Very Limited due to slope, frost action, low strength, shrink-swell, and dusty. Areas containing Turson silt loam , 0 to 3 percent slopes, frequently flooded (Tu) are rated as Very Limited due to flooding, frost action, dusty, and low strength. 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 in a separate 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 mor information, please contact Adam Clark, 307-886-9001 ext.109, adam.p.clark@usda.gov. 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 Subdivision Review Application Star Valley Conservation District 61 E. 5th Avenue / PO Box 216 Afton, Wyoming, 83110 Phone: 307-885-7823 www.starvalleycd.org Date: Name: Address: City/State/Zip Code Phone: Owners: Name: Address: City/State/Zip Code Phone: Total Acreage of Subdivision: Simple Subdivision Minor Subdivision Major Subdivision Owners: Number of Lots: Number of Lots: Number of Lots: Representative/Surveyor/Engineer: Project Location: 1/4 1/4 Section/Township/Range Application Attachments: Soils Map: Survey Map: Groundwater Study: (Major Subdivision) Sewer Study: (Major Subdivision) NPDES Storm Water Permit: (if disturbing 1-acre or more) Date Signing this review application authorized the Star Valley Conservation District personnel the right of ingress and egress from said lands for any and all inspection purposes necessary for the review process. Surveyor Scherbel, Ltd. P.O. Box 725 Afton, Wyoming 83110 307-885-9319 X 18 July 2023 Josh and Rylee Burmester P. O. Box 4495 Bedford, Wyoming 83112 307-880-1988 N1/2SE1/4 Section 31 T34N R118W 36.0 ± acres X 8 x x X 7/18/2023 7/19/23, 1:19 PM Star Valley Conservation District Mail - Request Subdivision Review for Josh Burmester and Rylee Burmester/Bart W. Taylor and … https://mail.google.com/mail/u/0/?ik=1ad0562439&view=pt&search=all&permthid=thread-f:1771803110882776338&simpl=msg-f:1771803110882776338 1/2 Trish Smith <trish@starvalleycd.org> Request Subdivision Review for Josh Burmester and Rylee Burmester/Bart W. Taylor and Julie S. Taylor 1 message Jamie DeCora <jamiessltd@gmail.com>Tue, Jul 18, 2023 at 5:31 PM To: Kay Lynn Nield <knield@starvalleycd.org>, Trish Smith <trish@starvalleycd.org> Cc: Josh Burmester <josh@saltriverconst.com>, Julie Taylor <saltriverwy@gmail.com> 18 July 2023 VIA: Email Mr. Rollin Gardner Chairman Board of Supervisors Star Valley Conservation District P.O. Box 216 Afton, Wyoming 83110 Re: Josh Burmester and Rylee Burmester/Bart W. Taylor and Julie S. Taylor – Major Subdivision – Lots 1 of Valley of the Burm and Lot 7 of Valley of the Burm Second Filing of within Section 31, T34N R118W, Lincoln County, Wyoming Dear Rollin, In accordance with Section (b) 18-5-306 of Wyoming Statues, 2022, it is requested that the District furnish a review and recommendations regarding suitability, erosion control, sedimentation and flooding issues for the lands outlined on the attached sketches which are proposed to be included within the above development. Enclosed please find: 1) A preliminary concept of the subdivision. 2) A DOQ with a soils overlay of the proposed subdivision. 3) An executed Subdivision Review Application. Please note that a portion of the property has an irrigation water right from Strawberry Creek through the Pine Hill Sprinkler Pipeline. If you have any questions, please contact our office. Sincerely, SURVEYOR SCHERBEL, LTD. Jamie DeCora Jamie DeCora Office Manager Surveyor Scherbel, Ltd. 307-885-9319 (Phone) 307-885-9809 (Fax) 7/19/23, 1:19 PM Star Valley Conservation District Mail - Request Subdivision Review for Josh Burmester and Rylee Burmester/Bart W. Taylor and … https://mail.google.com/mail/u/0/?ik=1ad0562439&view=pt&search=all&permthid=thread-f:1771803110882776338&simpl=msg-f:1771803110882776338 2/2 3 attachments SVCD Application-Valley of the Burm 3rd.pdf 174K 2023-07-18 VallyoftheBurm3rd.pdf 681K Soils Map - Valley of Burm 3rd.pdf 721K Dwellings With Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 1 of 5474800047481004748200474830047484004748500474800047481004748200474830047484004748500503000503100503200503300503400503500503600503700503800 503000 503100 503200 503300 503400 503500 503600 503700 503800 42° 53' 22'' N 110° 57' 51'' W42° 53' 22'' N110° 57' 8'' W42° 53' 1'' N 110° 57' 51'' W42° 53' 1'' N 110° 57' 8'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,460 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 Rating Polygons Very limited Somewhat limited Not limited Not rated or not available Soil Rating Lines Very limited Somewhat limited Not limited Not rated or not available Soil Rating Points Very limited Somewhat limited Not limited Not rated or not available 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. Dwellings With Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 2 of 5 Dwellings With Basements Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI GHE Greyback and Hobacker soils, 0 to 30 percent slopes Very limited Greyback (30%)Slope (1.00)10.9 11.4% Hobacker (20%)Slope (1.00) GRE Greyback- Rooset association, steep Very limited Greyback (40%)Slope (1.00)10.8 11.2% Rooset (30%)Slope (1.00) Shrink-swell (0.50) Decross (20%)Slope (1.00) Shrink-swell (0.50) Hc Hobacker gravelly loam Not limited Hobacker (85%)20.6 21.5% Hd Hobacker cobbly loam Not limited Hobacker (90%)3.6 3.7% LC Lail-Cowdrey association Very limited Lail (50%)Slope (1.00)30.1 31.3% Shrink-swell (1.00) Cowdrey (30%)Slope (1.00) Shrink-swell (1.00) OmA Osmund and Mundos loams, 0 to 3 percent slopes Not limited Osmund (45%)6.8 7.0% Mundos (40%) RTE Robana- Turnerville association, steep Very limited Robana (45%)Slope (1.00)4.2 4.4% Shrink-swell (0.06) Turnerville (35%)Slope (1.00) Tu Turson silt loam, 0 to 3 percent slopes, frequently flooded Very limited Turson, frequently flooded (75%) Flooding (1.00)9.0 9.4% Depth to saturated zone (0.56) Totals for Area of Interest 95.9 100.0% Rating Acres in AOI Percent of AOI Very limited 64.9 67.7% Not limited 31.0 32.3% Totals for Area of Interest 95.9 100.0% Dwellings With Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 3 of 5 Description ENG - Engineering Dwellings are single-family houses of three stories or less. For dwellings with basements, the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of about 7 feet. The ratings for dwellings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load-supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink-swell potential), and compressibility. Compressibility is inferred from the Unified classification of the soil. The properties that affect the ease and amount of excavation include depth to a water table, ponding, flooding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very 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, or installation. Fair performance and moderate maintenance can be expected. "Very limited" indicates 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. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit. The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Dwellings With Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 4 of 5 Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Dwellings With Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 5 of 5 Dwellings Without Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 1 of 5474800047481004748200474830047484004748500474800047481004748200474830047484004748500503000503100503200503300503400503500503600503700503800 503000 503100 503200 503300 503400 503500 503600 503700 503800 42° 53' 22'' N 110° 57' 51'' W42° 53' 22'' N110° 57' 8'' W42° 53' 1'' N 110° 57' 51'' W42° 53' 1'' N 110° 57' 8'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,460 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 Rating Polygons Very limited Somewhat limited Not limited Not rated or not available Soil Rating Lines Very limited Somewhat limited Not limited Not rated or not available Soil Rating Points Very limited Somewhat limited Not limited Not rated or not available 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. Dwellings Without Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 2 of 5 Dwellings Without Basements Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI GHE Greyback and Hobacker soils, 0 to 30 percent slopes Very limited Greyback (30%)Slope (1.00)10.9 11.4% Hobacker (20%)Slope (1.00) GRE Greyback- Rooset association, steep Very limited Greyback (40%)Slope (1.00)10.8 11.2% Rooset (30%)Slope (1.00) Shrink-swell (0.50) Decross (20%)Slope (1.00) Shrink-swell (0.50) Hc Hobacker gravelly loam Not limited Hobacker (85%)20.6 21.5% Hd Hobacker cobbly loam Not limited Hobacker (90%)3.6 3.7% LC Lail-Cowdrey association Very limited Lail (50%)Slope (1.00)30.1 31.3% Shrink-swell (1.00) Cowdrey (30%)Slope (1.00) Shrink-swell (1.00) OmA Osmund and Mundos loams, 0 to 3 percent slopes Not limited Osmund (45%)6.8 7.0% Mundos (40%) RTE Robana- Turnerville association, steep Very limited Robana (45%)Slope (1.00)4.2 4.4% Shrink-swell (0.05) Turnerville (35%)Slope (1.00) Tu Turson silt loam, 0 to 3 percent slopes, frequently flooded Very limited Turson, frequently flooded (75%) Flooding (1.00)9.0 9.4% Totals for Area of Interest 95.9 100.0% Rating Acres in AOI Percent of AOI Very limited 64.9 67.7% Not limited 31.0 32.3% Totals for Area of Interest 95.9 100.0% Dwellings Without Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 3 of 5 Description ENG - Engineering Dwellings are single-family houses of three stories or less. For dwellings without basements, the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. The ratings for dwellings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load-supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink-swell potential), and compressibility. Compressibility is inferred from the Unified classification of the soil. The properties that affect the ease and amount of excavation include depth to a water table, ponding, flooding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very 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, or installation. Fair performance and moderate maintenance can be expected. "Very limited" indicates 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. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit. The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to Dwellings Without Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 4 of 5 validate these interpretations and to confirm the identity of the soil on a given site. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Dwellings Without Basements—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 5 of 5 Septic Tank Absorption Fields—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 1 of 6474800047481004748200474830047484004748500474800047481004748200474830047484004748500503000503100503200503300503400503500503600503700503800 503000 503100 503200 503300 503400 503500 503600 503700 503800 42° 53' 22'' N 110° 57' 51'' W42° 53' 22'' N110° 57' 8'' W42° 53' 1'' N 110° 57' 51'' W42° 53' 1'' N 110° 57' 8'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,460 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 Rating Polygons Very limited Somewhat limited Not limited Not rated or not available Soil Rating Lines Very limited Somewhat limited Not limited Not rated or not available Soil Rating Points Very limited Somewhat limited Not limited Not rated or not available 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. Septic Tank Absorption Fields—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 2 of 6 Septic Tank Absorption Fields Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI GHE Greyback and Hobacker soils, 0 to 30 percent slopes Very limited Greyback (30%)Seepage, bottom layer (1.00) 10.9 11.4% Slope (1.00) Hobacker (20%)Seepage, bottom layer (1.00) Slope (1.00) GRE Greyback- Rooset association, steep Very limited Greyback (40%)Slope (1.00)10.8 11.2% Seepage, bottom layer (1.00) Rooset (30%)Slope (1.00) Slow water movement (1.00) Decross (20%)Slope (1.00) Slow water movement (0.47) Hc Hobacker gravelly loam Very limited Hobacker (85%)Seepage, bottom layer (1.00) 20.6 21.5% Hd Hobacker cobbly loam Very limited Hobacker (90%)Filtering capacity (1.00) 3.6 3.7% Seepage, bottom layer (1.00) LC Lail-Cowdrey association Very limited Lail (50%)Slow water movement (1.00) 30.1 31.3% Slope (1.00) Cowdrey (30%)Slow water movement (1.00) Slope (1.00) OmA Osmund and Mundos loams, 0 to 3 percent slopes Somewhat limited Osmund (45%)Slow water movement (0.47) 6.8 7.0% Mundos (40%)Slow water movement (0.47) RTE Robana- Turnerville association, steep Very limited Robana (45%)Slope (1.00)4.2 4.4% Slow water movement (0.47) Septic Tank Absorption Fields—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 3 of 6 Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI Turnerville (35%)Slope (1.00) Slow water movement (0.47) Tu Turson silt loam, 0 to 3 percent slopes, frequently flooded Very limited Turson, frequently flooded (75%) Flooding (1.00)9.0 9.4% Seepage, bottom layer (1.00) Depth to saturated zone (0.99) Slow water movement (0.32) Totals for Area of Interest 95.9 100.0% Rating Acres in AOI Percent of AOI Very limited 89.2 93.0% Somewhat limited 6.8 7.0% Totals for Area of Interest 95.9 100.0% Septic Tank Absorption Fields—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 4 of 6 Description ENG - Engineering Septic tank absorption fields are areas in which effluent from a septic tank is distributed into the soil through subsurface tiles or perforated pipe. Only that part of the soil between depths of 24 and 60 inches is evaluated. The ratings are based on the soil properties that affect absorption of the effluent, construction and maintenance of the system, and public health. Saturated hydraulic conductivity (Ksat), depth to a water table, ponding, depth to bedrock or a cemented pan, and flooding affect absorption of the effluent. Stones and boulders, ice, and bedrock or a cemented pan interfere with installation. Subsidence interferes with installation and maintenance. Excessive slope may cause lateral seepage and surfacing of the effluent in downslope areas. Some soils are underlain by loose sand and gravel or fractured bedrock at a depth of less than 4 feet below the distribution lines. In these soils the absorption field may not adequately filter the effluent, particularly when the system is new. As a result, the ground water may become contaminated. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very 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, or installation. Fair performance and moderate maintenance can be expected. "Very limited" indicates 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. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit. The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to Septic Tank Absorption Fields—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 5 of 6 validate these interpretations and to confirm the identity of the soil on a given site. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Septic Tank Absorption Fields—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 6 of 6 Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 1 of 6474800047481004748200474830047484004748500474800047481004748200474830047484004748500503000503100503200503300503400503500503600503700503800 503000 503100 503200 503300 503400 503500 503600 503700 503800 42° 53' 22'' N 110° 57' 51'' W42° 53' 22'' N110° 57' 8'' W42° 53' 1'' N 110° 57' 51'' W42° 53' 1'' N 110° 57' 8'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,460 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 Rating Polygons Very limited Somewhat limited Not limited Not rated or not available Soil Rating Lines Very limited Somewhat limited Not limited Not rated or not available Soil Rating Points Very limited Somewhat limited Not limited Not rated or not available 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. Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 2 of 6 Local Roads and Streets Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI GHE Greyback and Hobacker soils, 0 to 30 percent slopes Very limited Greyback (30%)Slope (1.00)10.9 11.4% Frost action (0.50) Hobacker (20%)Slope (1.00) Frost action (0.50) GRE Greyback- Rooset association, steep Very limited Greyback (40%)Slope (1.00)10.8 11.2% Frost action (0.50) Rooset (30%)Slope (1.00) Frost action (0.50) Shrink-swell (0.50) Decross (20%)Slope (1.00) Frost action (1.00) Shrink-swell (0.50) Low strength (0.36) Soluble bedrock (0.09) Hc Hobacker gravelly loam Somewhat limited Hobacker (85%)Frost action (0.50) 20.6 21.5% Hd Hobacker cobbly loam Somewhat limited Hobacker (90%)Frost action (0.50) 3.6 3.7% LC Lail-Cowdrey association Very limited Lail (50%)Slope (1.00)30.1 31.3% Shrink-swell (1.00) Frost action (1.00) Low strength (1.00) Cowdrey (30%)Slope (1.00) Shrink-swell (1.00) Frost action (1.00) Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 3 of 6 Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI Low strength (0.96) OmA Osmund and Mundos loams, 0 to 3 percent slopes Very limited Osmund (45%)Frost action (1.00) 6.8 7.0% Mundos (40%)Frost action (1.00) RTE Robana- Turnerville association, steep Very limited Robana (45%)Slope (1.00)4.2 4.4% Frost action (1.00) Low strength (0.73) Shrink-swell (0.05) Turnerville (35%)Slope (1.00) Frost action (1.00) Low strength (0.07) Tu Turson silt loam, 0 to 3 percent slopes, frequently flooded Very limited Turson, frequently flooded (75%) Flooding (1.00)9.0 9.4% Frost action (0.50) Low strength (0.01) Totals for Area of Interest 95.9 100.0% Rating Acres in AOI Percent of AOI Very limited 71.7 74.7% Somewhat limited 24.2 25.2% Totals for Area of Interest 95.9 100.0% Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 4 of 6 Description ENG - Engineering Local roads and streets have an all-weather surface and carry automobile and light truck traffic all year. They have a subgrade of cut or fill soil material; a base of gravel, crushed rock, or soil material stabilized by lime or cement; and a surface of flexible material (asphalt), rigid material (concrete), or gravel with a binder. The ratings are based on the soil properties that affect the ease of excavation and grading and the traffic-supporting capacity. The properties that affect the ease of excavation and grading are depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, depth to a water table, ponding, flooding, the amount of large stones, and slope. The properties that affect the traffic-supporting capacity are soil strength (as inferred from the AASHTO group index number), subsidence, linear extensibility (shrink-swell potential), the potential for frost action, depth to a water table, and ponding. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very 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, or installation. Fair performance and moderate maintenance can be expected. "Very limited" indicates 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. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit. The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 5 of 6 Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 6 of 6 Unpaved Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 1 of 5474800047481004748200474830047484004748500474800047481004748200474830047484004748500503000503100503200503300503400503500503600503700503800 503000 503100 503200 503300 503400 503500 503600 503700 503800 42° 53' 22'' N 110° 57' 51'' W42° 53' 22'' N110° 57' 8'' W42° 53' 1'' N 110° 57' 51'' W42° 53' 1'' N 110° 57' 8'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,460 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 Rating Polygons Very limited Somewhat limited Not limited Not rated or not available Soil Rating Lines Very limited Somewhat limited Not limited Not rated or not available Soil Rating Points Very limited Somewhat limited Not limited Not rated or not available 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. Unpaved Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 2 of 5 Unpaved Local Roads and Streets Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI GHE Greyback and Hobacker soils, 0 to 30 percent slopes Very limited Greyback (30%)Slope (1.00)10.9 11.4% Frost action (0.50) Dusty (0.00) Hobacker (20%)Slope (1.00) Frost action (0.50) GRE Greyback- Rooset association, steep Very limited Greyback (40%)Slope (1.00)10.8 11.2% Frost action (0.50) Dusty (0.00) Rooset (30%)Slope (1.00) Frost action (0.50) Shrink-swell (0.50) Dusty (0.00) Decross (20%)Slope (1.00) Frost action (1.00) Shrink-swell (0.50) Low strength (0.36) Dusty (0.00) Hc Hobacker gravelly loam Somewhat limited Hobacker (85%)Frost action (0.50) 20.6 21.5% Hd Hobacker cobbly loam Somewhat limited Hobacker (90%)Frost action (0.50) 3.6 3.7% LC Lail-Cowdrey association Very limited Lail (50%)Slope (1.00)30.1 31.3% Shrink-swell (1.00) Frost action (1.00) Low strength (1.00) Dusty (0.09) Cowdrey (30%)Slope (1.00) Unpaved Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 3 of 5 Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI Shrink-swell (1.00) Frost action (1.00) Low strength (0.96) OmA Osmund and Mundos loams, 0 to 3 percent slopes Very limited Osmund (45%)Frost action (1.00) 6.8 7.0% Dusty (0.10) Mundos (40%)Frost action (1.00) Dusty (0.00) RTE Robana- Turnerville association, steep Very limited Robana (45%)Slope (1.00)4.2 4.4% Frost action (1.00) Low strength (0.73) Shrink-swell (0.05) Dusty (0.02) Turnerville (35%)Slope (1.00) Frost action (1.00) Low strength (0.07) Dusty (0.02) Tu Turson silt loam, 0 to 3 percent slopes, frequently flooded Very limited Turson, frequently flooded (75%) Flooding (1.00)9.0 9.4% Frost action (0.50) Dusty (0.02) Low strength (0.01) Totals for Area of Interest 95.9 100.0% Rating Acres in AOI Percent of AOI Very limited 71.7 74.7% Somewhat limited 24.2 25.2% Totals for Area of Interest 95.9 100.0% Unpaved Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 4 of 5 Description ENG - Engineering Unpaved local roads and streets are those roads and streets that carry traffic year round but have a graded surface of local soil material or aggregate. Description: Unpaved local roads and streets are those roads and streets that carry traffic year round but have a graded surface of local soil material or aggregate. The roads and streets consist of (1) the underlying local soil material, either cut or fill, which is called "the sub- grade"; (2) the surface, which may be the same as the subgrade or may have aggrate such as crushed limestone added. They are graded to shed water, and conventional drainage measures are provided. These roads and streets are built mainly from the soil at the site. Soil interpretations for local roads and streets are used as a tool in evaluating soil suitability and identifying soil limitations for the practice. The rating is for soils in their present condition and does not consider present land use. Soil properties and qualities that affect local roads and streets are those that influence the ease of excavation and grading and the traffic-supporting capacity. The properties and qualities that affect the ease of excavation and grading are hardness of bedrock or a cemented pan, depth to bedrock or a cemented pan, depth to a water table, flooding, the amount of large stones, and slope. The properties that affect traffic- supporting capacity are soil strength as inferred from the AASHTO group index and the Unified classification, subsidence, shrink-swell behavior, potential frost action, and depth to the seasonal high water table. The dust generating tendacy of the soil is also considered. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Unpaved Local Roads and Streets—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 5 of 5 Shallow Excavations—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 1 of 6474800047481004748200474830047484004748500474800047481004748200474830047484004748500503000503100503200503300503400503500503600503700503800 503000 503100 503200 503300 503400 503500 503600 503700 503800 42° 53' 22'' N 110° 57' 51'' W42° 53' 22'' N110° 57' 8'' W42° 53' 1'' N 110° 57' 51'' W42° 53' 1'' N 110° 57' 8'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,460 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 Rating Polygons Very limited Somewhat limited Not limited Not rated or not available Soil Rating Lines Very limited Somewhat limited Not limited Not rated or not available Soil Rating Points Very limited Somewhat limited Not limited Not rated or not available 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. Shallow Excavations—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 2 of 6 Shallow Excavations Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI GHE Greyback and Hobacker soils, 0 to 30 percent slopes Very limited Greyback (30%)Slope (1.00)10.9 11.4% Unstable excavation walls (0.01) Dusty (0.00) Hobacker (20%)Slope (1.00) Unstable excavation walls (0.01) GRE Greyback- Rooset association, steep Very limited Greyback (40%)Slope (1.00)10.8 11.2% Unstable excavation walls (0.01) Dusty (0.00) Rooset (30%)Slope (1.00) Unstable excavation walls (0.01) Dusty (0.00) Decross (20%)Slope (1.00) Unstable excavation walls (0.01) Dusty (0.00) Hc Hobacker gravelly loam Somewhat limited Hobacker (85%)Unstable excavation walls (0.01) 20.6 21.5% Hd Hobacker cobbly loam Somewhat limited Hobacker (90%)Unstable excavation walls (0.01) 3.6 3.7% LC Lail-Cowdrey association Very limited Lail (50%)Slope (1.00)30.1 31.3% Dusty (0.09) Too clayey (0.03) Unstable excavation walls (0.02) Cowdrey (30%)Slope (1.00) Too clayey (0.13) Shallow Excavations—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 3 of 6 Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI Unstable excavation walls (0.01) OmA Osmund and Mundos loams, 0 to 3 percent slopes Somewhat limited Osmund (45%)Dusty (0.10)6.8 7.0% Unstable excavation walls (0.01) Mundos (40%)Unstable excavation walls (0.01) Dusty (0.00) RTE Robana- Turnerville association, steep Very limited Robana (45%)Slope (1.00)4.2 4.4% Dusty (0.02) Unstable excavation walls (0.01) Turnerville (35%)Slope (1.00) Dusty (0.02) Unstable excavation walls (0.01) Tu Turson silt loam, 0 to 3 percent slopes, frequently flooded Somewhat limited Turson, frequently flooded (75%) Flooding (0.80)9.0 9.4% Depth to saturated zone (0.56) Dusty (0.02) Unstable excavation walls (0.01) Totals for Area of Interest 95.9 100.0% Rating Acres in AOI Percent of AOI Very limited 55.9 58.3% Somewhat limited 40.0 41.7% Totals for Area of Interest 95.9 100.0% Shallow Excavations—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 4 of 6 Description ENG - Engineering Shallow excavations are trenches or holes dug to a maximum depth of 5 or 6 feet for graves, utility lines, open ditches, or other purposes. The ratings are based on the soil properties that influence the ease of digging and the resistance to sloughing. Depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, the amount of large stones, and dense layers influence the ease of digging, filling, and compacting. Depth to the seasonal high water table, flooding, and ponding may restrict the period when excavations can be made. Slope influences the ease of using machinery. Soil texture, depth to the water table, and linear extensibility (shrink-swell potential) influence the resistance to sloughing. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very 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, or installation. Fair performance and moderate maintenance can be expected. "Very limited" indicates 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. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit. The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Shallow Excavations—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 5 of 6 Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Shallow Excavations—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 6 of 6 Small Commercial Buildings—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 1 of 5474800047481004748200474830047484004748500474800047481004748200474830047484004748500503000503100503200503300503400503500503600503700503800 503000 503100 503200 503300 503400 503500 503600 503700 503800 42° 53' 22'' N 110° 57' 51'' W42° 53' 22'' N110° 57' 8'' W42° 53' 1'' N 110° 57' 51'' W42° 53' 1'' N 110° 57' 8'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,460 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 Rating Polygons Very limited Somewhat limited Not limited Not rated or not available Soil Rating Lines Very limited Somewhat limited Not limited Not rated or not available Soil Rating Points Very limited Somewhat limited Not limited Not rated or not available 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. Small Commercial Buildings—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 2 of 5 Small Commercial Buildings Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI GHE Greyback and Hobacker soils, 0 to 30 percent slopes Very limited Greyback (30%)Slope (1.00)10.9 11.4% Hobacker (20%)Slope (1.00) GRE Greyback- Rooset association, steep Very limited Greyback (40%)Slope (1.00)10.8 11.2% Rooset (30%)Slope (1.00) Shrink-swell (0.50) Decross (20%)Slope (1.00) Shrink-swell (0.50) Hc Hobacker gravelly loam Not limited Hobacker (85%)20.6 21.5% Hd Hobacker cobbly loam Not limited Hobacker (90%)3.6 3.7% LC Lail-Cowdrey association Very limited Lail (50%)Slope (1.00)30.1 31.3% Shrink-swell (1.00) Cowdrey (30%)Slope (1.00) Shrink-swell (1.00) OmA Osmund and Mundos loams, 0 to 3 percent slopes Not limited Osmund (45%)6.8 7.0% Mundos (40%) RTE Robana- Turnerville association, steep Very limited Robana (45%)Slope (1.00)4.2 4.4% Shrink-swell (0.05) Turnerville (35%)Slope (1.00) Tu Turson silt loam, 0 to 3 percent slopes, frequently flooded Very limited Turson, frequently flooded (75%) Flooding (1.00)9.0 9.4% Totals for Area of Interest 95.9 100.0% Rating Acres in AOI Percent of AOI Very limited 64.9 67.7% Not limited 31.0 32.3% Totals for Area of Interest 95.9 100.0% Small Commercial Buildings—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 3 of 5 Description ENG - Engineering Small commercial buildings are structures that are less than three stories high and do not have basements. The foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. The ratings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load-supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink-swell potential), and compressibility (which is inferred from the Unified classification of the soil). The properties that affect the ease and amount of excavation include flooding, depth to a water table, ponding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very 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, or installation. Fair performance and moderate maintenance can be expected. "Very limited" indicates 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. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit. The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Small Commercial Buildings—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 4 of 5 Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Small Commercial Buildings—Star Valley Area, Wyoming-Idaho Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/19/2023 Page 5 of 5 July 19,2023 To Whom It May Concern, An inspection of the proposed,Josh and Rylee Burmester –Major Subdivision –within the E1/2SW1/4 of Section 6,T34N R118W,Thayne,Lincoln County,Wyoming.The purpose of this inspection was to see if there are any of the noxious weeds as to W.S.11-5-102 (a)(xi).At the time of inspection,Dyers Woad,Common Mullen and Musk Thistle were present.These weeds are on the Wyoming State Noxious Weed list as well as the Lincoln County Noxious Weed List.These plants have proven to be very invasive and pernicious.According to Wyoming Statute it is illegal to allow any state or county noxious weed to propagate freely.The subdivision representative will need to contact Lincoln County Weed and Pest and explain their weed control strategy or work with us to devise one. Lincoln County Weed and Pest furnishes herbicides for noxious weed control at a reduced cost share discount to the landowner.We also offer ATV sprayers and 25-gallon pickup sprayers for rent. Please know that all visits to the above property as well as any consultations are at no charge,so feel free to call or stop by the office any time if you have any questions. Sincerely, Bryan Nichols Travis Osmond Private Lands Coordinator Supervisor Lincoln County Weed and Pest District Lincoln County Weed and Pest District