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Home My WebLink About1.00 ApplicationBUDAU MINOR SUBDIVISION KATHY BUDAU 5807 CR 320 RIFLE, CO 81650 OCTOBER 2020 PREPARED BY: SGM 118 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, CO 81601 [This page was left blank intentionally.] APPENDIX A OWNERSHIP DOCUMENTATION BUDAU MINOR SUBDIVISION PROJECT NARRATIVE OCTOBER 2020 www.sgm-inc.com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Page | 1 January 18, 2021 Mr. Vincent Hooper, Planner III Garfield County Community Development Department Garfield County 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 RE: Budau Minor Subdivision 5807 CR 320 Rifle, CO 81650 Dear Mr. Hooper, Please let this letter serve to as both a transmittal letter and a narrative describing the request and related information in support of the Submittal Requirements for the Minor Subdivision of the Budau Property located at 5807 CR 320, Rifle, Colorado. This letter follows your March 25, 2020 letter (Pre-Application Conference Summary) to Ms. Budau. As you may recall, the purpose of the Minor Subdivision Application is that Ms. Budau is proposing to subdivide her 11.03 acre parcel that presently contains her existing residence into a total of 3 parcels with the smallest parcel of the three being 2.01 acres in size. The existing 11.03 acre parcel is proposed to be subdivided into a 6.99 acre parcel which is where the existing house, well and OWTS resides. It is labeled as Lot 1 on the attached preliminary and final subdivision plats. The other two lots will be served by a new well that will exist on Lot 1 (to meet required well setbacks) and they are identified as Lot 2 (2.01 acres) and Lot 3 (2.02 acres). We are requesting as part of this application that the water quality test and 4-hour pump test that needs to be conducted prior to application in accordance to Section 4-203(M)(1)(b)(5)(c) of the LU&DC be conducted as conditions of approval for this minor subdivision. Each parcel is to be served by individual Onsite Wastewater Treatment Systems (OWTS). You will find in the attached submittal documentation the representative information that the applicant has demonstrated the adequacy of the existing and proposed OWTS. The long-term legal and physical access to the County Road (CR 320, Rifle to Rulison Road) have been discussed in the application to meet the requirements of Section 7-107. You will find attached the proposed plat with the information described in Section 5-402(F) of which the surface owners and mineral owners have been provided in the submittal as well. No CCR’s affect the subject property and as such, no CCR’s are proposed. However, a water well sharing agreement is provided as required for well sharing of Lot’s 2 and 3. You will find 3 copies of the submittal which consists of a bound document of a variety of reports, legal information and information necessary to notice the adjacent land owners and mineral owners. Also, a set of drawings www.sgm-inc.com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Page | 2 complete the application identifying the plat and necessary improvements to accomplish the subdivision utilities and access. Please note the following information in the bound document: APPENDIX A: 1. General application materials including the copy of the application form, application fees, and signed Payment Agreement Form. 2. Proof of Ownership 3. This letter serves as the narrative describing the request and related information. APPENDIX B: 4. Names and mailing addresses of properties within 200 feet of the subject property. APPENDIX C: 5. Mineral rights ownership for the subject property including mailing addresses. The mineral rights were researched by Eric McCafferty as cross-referenced with the mineral rights information tracked by the Garfield County Assessor. 6. The owner, Ms. Budau will intend to represent the project herself, so no letter of authorization has been provided. APPENDIX D: 7. The Pre-application summary has been provided. APPENDIX E: 8. A vicinity map has been provided that includes areas within approximately 3 miles of the property. APPENDIX F: 9. The Minor Subdivision Plat is provided in the drawing set accompanying this booklet. 10. The Site Plan and related information including topography and existing improvements on the parcels is provided in the drawing set accompanying this booklet. 11. The site plan/plat include improvement location information adequate to confirm that no nonconforming conditions will result from the proposed subdivision. APPENDIX G: 12. Waster Supply Plan that includes information on legal water (well permits) for the existing. As noted earlier, a condition of approval is requested with this submittal to provide water quality test and 4-hour pump test for this minor subdivision after approval and prior to recordation when the physical well would www.sgm-inc.com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Page | 3 be drilled and tested accordingly. We have provided relevant information on adjacent wells that have such information for them provided to support an indication that the proposed well should be a viable option for the creation of the two additional lots. Also a draft well sharing agreement is provided. 13. A Wastewater Management Plan is provided that includes information on the existing OWTS and as appropriate for the future systems for Lots 2 and 3. 14. As no covenants exist nor are any proposed, there is no covenants proposed for the property. 15. A report is provided that reflect on the information as applicable to demonstrate the compliance with provisions of Article 7 Standards, Divisions 1, 2,3 and 4. 16. The Appraisal for the School Impact Fee, per Section 7-404 is attached. Appendix H: 17. The Final Plat is resubmitted in the PDF for the acknowledgment of meeting this submittal requirement. It is also a part of the drawing set provided. The Preliminary and Final Plat are submitted together. Appendix I: 18. The Form and payment for the Colorado Geological Survey (CGS) review is attached. Payment has been made part of this submittal to the Colorado Geological Survey for their review. Appendix J: 19. The Engineering reports, as applicable per Table 5-401, Minor Subdivision, A through H is attached. 20. The information on the adequacy of the access driveways to serve the proposed lots to meet the dimensional standards in Section 7-107 is attached. Correspondence to/from the County Road and Bridge Department is attached. 21. No major improvements are proposed for this project. A letter indication so is attached. Upon your receipt and review, if you need additional information or have questions regarding the submittal, please don’t hesitate to contact me. Respectfully, SGM Jefferey S. Simonson, PE Principal APPENDIX B NAMES AND MAILING ADDRESSES OF PROPERTIES WITHIN 200’ Property Owners within 200 feet of subject property Joan L Savage Trust 5953 320 County Road P.O. Box 1926 Rifle, CO 81650 George & Christine Pearson 5805 320 County Road Rifle, CO 81650 Dustin N & Danielle S Germano 5810 320 County Road Rifle, CO 81650 Buffalo Basin LTD 6094 320 County Road P.O. Box 1926 Rifle, CO 81650 Sperry Family Trust 320 County Road Rifle, CO 81650 Mailing-2877 Loma Place, Boulder, CO 80301 Robert J & Kari L Bercher 5809 320 County Road Rifle, CO 81650 APPENDIX C MINERAL OWNERS APPENDIX D PRE-APPLICATION APPENDIX E VICINITY MAP TedAveAccess R dSwallow Ln U S 6 Morri saniaMesaRdVillage D r 2 n dStSpruce Cre ekR d A n v i l P o i n t s R d 33435 0 I-70 I-70 Ra m p Lan d fill R d Salmon Ln 3 5 0BeaverC re e kR dScribnerLnRifl e -Rulison Rd I-70 F r o n t a g e R d R u lis o n -Par a chute Rd Porc upineCr e ek Taughenbaugh Mes aRd I-70 I-70 Map by:Date: Vicinity Map: Budau Minor Subdivision Garfield County, CO Projection: Data Sources: The information displayed above is intended for general planning purposes. Refer to legal documentation/data sources for descriptions/locations. 1 of 1 I:\2020\2020-308-BudauMinorSubdivision\001\H-Dwgs\GIS\MXDs\BudauMinorSubdivision_VicinityMap\BudauMinorSubdivision_VicinityMap.aprx 1/12/2021 SGM 0 2,000 4,000 Feet Job No. Coordinate System: File: Page: 2020-308.001 WGS_84 Garfield County, ESRI, SGM 200ft Buffer Mailing Parcels Garfield County Parcels Garfield County Roads Parachute, CO Rifle, CO APPENDIX F MINOR SUBDIVISION PLAT Site- VICINITY MAP -Not to Scale- LINE TABLE -LINE #BEARINGDISTANCE- CURVE TABLE -CURVE #ARC LENGTHRADIUSDELTAANGLECHORDBEARINGCHORDLENGTHBudau Minor SubdivisionSituated in SW1/4, NW1/4 Section 26 andSE1/4, NE1/4 Section 27Township 6 South, Range 94 West of the 6th P.M.Garfield County, ColoradoApproved:Graphic ScaleIn U.S. Feet : 1" = 500'02505001000Title:Partial Subdivision ofSection & BudauParcelRevision#Sheet No.Budau Minor Subdivision Garfield County, ColoradoJob No.Drawn by:Date:File:2020-308.001sahAugust 17,2020sahBudau_ex118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Date By:1 .Of :--PLS:’Scott A. HemmenColorado PLS # 38182For, and on behalf of SGM” Lot 1 304,653 square feet 6.99 acres more or less Lot 2 87,720 square feet 2.01 acres more or less Lot 3 87,938 square feet 2.02 acres more or less Point of Beginning Budau Minor Subdivision Situated in SW1/4, NW1/4 Section 26 and SE1/4, NE1/4 Section 27 Town 6 South, Range 94 West of the 6th P.M. Garfield County, Colorado Approved: Graphic Scale In U.S. Feet : 1" = 50' 0 25 50 100 Title: LotsRevision#Sheet No.Budau Minor SubdivisionGarfield County, ColoradoJob No. Drawn by: Date: File: 2020-308.001 sah August 17, 2020 sah Budau_ex Jss118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.com Date By: 2 .Of : --PLS: - LEGEND - Lot 1 304,653 square feet 6.99 acres more or less Lot 2 87,720 square feet 2.01 acres more or less Lot 3 87,938 square feet 2.02 acres more or less Point of Beginning Budau Minor Subdivision Situated in SW1/4,NW1/4 Section 26 and SE1/4,NE1/4 Section 27 Township 6 South, Range 94 West of the 6th P.M. Garfield County, Colorado Approved: Graphic Scale In U.S. Feet : 1" = 50' 0 25 50 100 Title: Existing ConditionsRevision#Sheet No.Budau Minor SubdivisionGarfield County, ColoradoJob No. Drawn by: Date: File: 2020-308.001 sah August 17, 2020 sah Budau_ex Jss118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.com Date By: 3 .Of : --PLS: - LEGEND -Lot 1304,653 square feet6.99 acres more orlessLot 287,720 square feet2.01 acres more or lessLot 387,938 square feet2.02 acres more or lessPoint ofBeginningBudau Minor SubdivisionSituated in SW1/4,NW1/4 Section 26 and SE1/4,NE1/4 Section 27 Township 6 South, Range 94 West of the 6th P.M.Garfield County, ColoradoApproved:Graphic ScaleIn U.S. Feet : 1" = ##'0#######Title:UAV with ExistingConditionsRevision#Sheet No.Budau Minor Subdivision Garfield County, ColoradoJob No.Drawn by:Date:File:2020-308.001sah07/16/2020sahBudau_ex Jss118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Date By:4 .Of :--PLS: Lot 1304,653 square feet6.99 acres more orlessLot 287,720 square feet2.01 acres more or lessLot 387,938 square feet2.02 acres more or lessPoint ofBeginningGraphic ScaleIn Feet: 1" = 50'0 25 50100Title:Site PlanRevision#Dwg No.Budau Minor Subdivision Garfield County, ColoradoJob No.Drawn by:Date:File:PE:QC:2020-308.001JP08/19/2020JPSite Plan JSSJS118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Date By:5Of : 5Preliminary Not For ConstructionProject Milestone:Budau Minor SubdivisionSituated in SW1/4,NW1/4 Section 26 and SE1/4,NE1/4 Section 27 Township 6 South, Range 94 West of the 6th P.M.Garfield County, Colorado APPENDIX G WATER SUPPLY PLAN WASTEWATER MANAGEMENT PLAN GWS-38 600 FOOT WELL SPACING STATEMENT I (we) ____________________________________________________ state as follows: 1. I (we) own real property described as ________________________________ in the ____ ¼ of the ____ ¼, Section ____, Township _____, Range ________, ________ P.M., __________________ County, Colorado. We own the right and easement to the following well: Permit # 1/4 1/4 Sec. Twp. Rng. Actual Distance from N/S Sec. Line Actual Distance from E/W Sec. Line ___________ ___ ___ ___ _____ _____ _________ ft. _________ ft. 2. I (we) have been apprised that _____________________________________, the present owners of a parcel of land in the ______ ¼ of the _____ ¼, Section ____, Township _____, Range ________, ________ P.M., desire to drill a new well or extend the use of an existing well. I (we) also understand that the purpose of such well is set forth in the well permit application, and that I (we) have reviewed the application that was submitted to the State Engineer and receipted by him under receipt no. ___________________. 3. The proposed location for the subject well will be 600 feet or less from my (our) well. 4. By this statement I (we) am (are) specifically waiving any objection to the issuance of a well permit for the subject well, as set forth in the referenced application, and would request that permit issuance not be postponed or denied because of any concerns by the Division or others that the proposed well will materially affect my (our) well or water right. I (we) am (are) also specifically waiving my (our) right I (we) may have to participate in a hearing before the State Engineer pursuant to Section 37-90-137(2), C.R.S. Dated this ________ day of ____________________, _______ _________________________________________ _________________________________________ August 19, 2020 Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Standards Compliance, Divisions 1, 2, 3 and 4 Budau Minor Subdivision The purpose of this document is to address the compliance of the proposed Budau Minor Subdivision as it relates Division 1, 2,3 and 4 of the Garfield County Land Use Code, Article 7: Standards. Please note the following: Division 1. General Approval Standards The existing property containing the Budau Minor Subdivision will comply with Article 3, Zoning, of the LUDC. The zone district is rural and therefore, will require no lots to be less than 2 acres in size. This is the case for the proposed subdivision. Compliance with the Rural Zoning of the existing property will continue to be the case for the proposed subdivision. Set backs and all other pertinent zone district regulations for the Rural zone are intended to be complied with. No overlay districts or zones exists nor are any proposed. The proposed subdivision is in general conformance with the Garfield County Comprehensive Plan. Maintaining the Rural zone district and complying with the zone district regulations required identifies the compatibility of the subdivision with the surrounding rural single-family homes and properties. The source of water for the proposed uses (three residential homes) will be from that of wells. Review of surrounding well depths and rates of production as well as review of the existing well on Lot 1 reflects the probability of a competent well to be drilled to jointly serve lots 2 and 3 to be high. A variance from the well drilling prior to review has been requested with this application and it is acknowledged that drilling a well with adequate quantity and quality water will be required prior to recording the final plat. The wastewater system for the lots will be through the design and construction of Onsite Wastewater Treatment Systems in accordance to the County’s OWTS regulations and their adoption of Regulation 43 of the Colorado Department of Public Health and Environment. The existing home already exists with a compliant and working OWTS while the two proposed lots have been evaluated to exist with soil conditions that will provide code complying systems of ample size to properly treat and dispose of domestic wastewater from the homes. www.s gm-inc .com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Electric and telephone exist in the right of way in CR 320 as well as serve the existing property (to become Lot 1). A standard application for service for each of those utilities will be required at the time of building permit and easements to provide service to each lot has been provided as well. It is proposed that each lot will be served individually by propane gas as does proposed Lot 1 currently is served. Dedication of the utility easements will be provided with the recording of the final plat. The roadways have been designed to provide for adequate and safe access. Currently, proposed Lot 1 is accessed through a shared driveway from CR 320 which is in a 30-foot wide non-exclusive easement. Maintenance on the driveway is performed by the users of the driveway, including the applicant of the Budau Minor Subdivision. The proposed driveway to the two new lots will be constructed to tie into this driveway o the non-exclusive easement at approximately 50 feet from the existing driveway tying on to CR 320. Adequate site distance exists with the driveway and capacity of the shared driveway, for the expanded use of the two additional lots, has ample capacity as the addition of the two lots does not push the roadway standard beyond the Semi Primitive standard that exists for the shared driveway now. From a drainage and grading standpoint, all parameters for the semi primitive classification are met within this first 50’ of the existing roadway. Thus, no improvements for this section are proposed. A driveway will be constructed for Lots 2 and 3 that is proposed to be a 12’ wide gravel driveway meeting the standards for a Primitive/driveway classification in the Land Use Code. The site plan reflects the construction of the driveway proposed to serve Lots 2 and 3. A culvert will be placed along the northside of the existing driveway (for crossing the new driveway) where drainage on the east side of the new driveway will cross into the existing borrow ditch for the existing driveway. In this manner, drainage patterns will be maintained as existing. Note that the subdivision does not exist in any areas of identified natural and geologic hazards. Fire protection for the subdivision and creation of the two additional lots is proposed to remain as currently exists for the existing and neighboring lots. Division 2. General Resource Protection Standards With the development of the property into two approximately 2 acre lots and one 7 acre lot, there will not be any changes to the proposed zoning nor current uses as currently exist on these and surrounding properties. All regulations pertaining to zoning and land use will be complied with as well as the current drainage patterns and irrigation practices for the properties will continue to exist. Protection of waterbodies will exist in the form of providing appropriate protections for drainage, erosion control and sedimentation. For the development of the minor subdivision, the only grading activities proposed are those for the construction of the shared drive way to lots 2 and 3 and the minor grading required to backfill a water line trench from the proposed shared well to the lots. Revegetation and www.s gm-inc .com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 standard BMP’s for erosion and sedimentation control will be provided. It is not anticipated that the overall disturbance from the work will impact an area well below the 1 acre threshold. The subdivision does not exist within 100 feet of a waterbody and the major improvement (ie., driveway) is only expected to disturb approximately 2100 to 3000 square feet (much less than the 10,000 sf threshold). Impervious area development would be that of the additional roofs for the two single family homes that ultimately would be built. These two homes are not expected to exceed 2,000 to 2,500 sf of impervious area when built. Other issues of concern are Environmental Quality, Wildfire Hazards, Natural and Geologic Hazards, Reclamation are considered de-minimus as the proposed development of the homes will be following the requirements for building permit and OWTS permitting requirements when individual on lot development of Lots 2 and 3 area proposed. Division 3. Site Planning and Development Standards Per the Division 3 requirements, the design of development associated with the land use change shall be compatible with the existing character of the adjacent uses. Single-family dwelling units are exempt from this section. As noted previously, the proposed creation of the new two Rural Zoned lots are intended to continue to be compatible with the existing character of adjacent uses and are intended to be developed for single-family dwellings. Division 4. General Subdivision Standards Maintenance of the common facilities for the driveway and well sharing will be performed under a separate maintenance agreement for the common driveway and well for Lot 2 and 3. A separate draft well sharing agreement is provided in Appendix G. Easements for access using the existing shared driveway will also be dedicated for use to Lot 2 and 3 by signatory of the owner of Lot 1. Likewise, a separate maintenance agreement will be provided for use of the existing shared driveway is proposed. All lots are shown to meet the requirements of the Rural zone district with the characteristics of the two new lots to be appropriate for the single-family use proposed. At or prior to recording of the final plat, the lot corners of the new lots created shall be monumented per CRS 38-51-104 and 30-51-105. At or prior to recordation of the final plat, the payment-in-lieu of dedication of school land will be provided to the RE-2 school district in accordance to the requirements of 7-404 of Article 7 of the LUDC. www.s gm-inc .com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Road impact fees, as applicable will also be paid, at the time of building permit in accordance to the LUDC for the South Benefit area. Feel free to contact me with any questions. Respectfully, SGM Jevon Poston, PE Senior Engineer www.s gm-inc .com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 www.sgm-inc.com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Page | 1 February 2, 2021 Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Payment-In-Lieu of Dedication of School Land Budau Minor Subdivision The purpose of this document is to address the value of the payment-in -lieu of dedication of school land for the Budau Minor Subdivision. Based upon the Garfield County Land Use Code, the property is within the RE-2 School District and is subject to a $200 per dwelling unit to be paid after final plat approval. The property is proposing to create two additional lots over the existing lot that contains an existing home (dwelling unit). Thus, for the two additional lots (dwelling units) the total fee is $400 to be made to the Garfield RE-2 School District. Respectfully, SGM Jefferey S. Simonson, PE Principal APPENDIX H FINAL PLAT AND CERTIFICATES Site- VICINITY MAP -Not to Scale- LINE TABLE -LINE #BEARINGDISTANCE- CURVE TABLE -CURVE #ARC LENGTHRADIUSDELTAANGLECHORDBEARINGCHORDLENGTHBudau Minor SubdivisionSituated in SW1/4, NW1/4 Section 26 andSE1/4, NE1/4 Section 27Township 6 South, Range 94 West of the 6th P.M.Garfield County, ColoradoApproved:Graphic ScaleIn U.S. Feet : 1" = 500'02505001000Title:Partial Subdivision ofSection & BudauParcelRevision#Sheet No.Budau Minor Subdivision Garfield County, ColoradoJob No.Drawn by:Date:File:2020-308.001sahAugust 17,2020sahBudau_ex118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Date By:1 .Of :--PLS:’Scott A. HemmenColorado PLS # 38182For, and on behalf of SGM” Lot 1 304,653 square feet 6.99 acres more or less Lot 2 87,720 square feet 2.01 acres more or less Lot 3 87,938 square feet 2.02 acres more or less Point of Beginning Budau Minor Subdivision Situated in SW1/4, NW1/4 Section 26 and SE1/4, NE1/4 Section 27 Town 6 South, Range 94 West of the 6th P.M. Garfield County, Colorado Approved: Graphic Scale In U.S. Feet : 1" = 50' 0 25 50 100 Title: LotsRevision#Sheet No.Budau Minor SubdivisionGarfield County, ColoradoJob No. Drawn by: Date: File: 2020-308.001 sah August 17, 2020 sah Budau_ex Jss118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.com Date By: 2 .Of : --PLS: APPENDIX I COLORADO GEOLOGICAL SURVEY APPENDIX J ENGINEERING REPORTS August 19, 2020 Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Engineering Report – Summary Letter Budau Minor Subdivision SGM Inc. is pleased to submit this Engineering Report for the proposed Budau Minor Subdivision. Site Description This project site consists of a 11.02-acre parcel of land situated in SW1/4NW1/4 Section 26 and SE1/4NE1/4 Section 27, Township 6 South, Range 94 West of the 6th P.M., Garfield County, Colorado. The property is located at 5807 County Road 320 in Rifle, Colorado and is approximately 1000 feet east of the Colorado River. Site Conditions The site is currently developed with 2-story log home, metal barn, and site access drives consisting of dirt roads, with a water well and onsite septic system. Future development on the site will consist of two (2) single family homes located on the proposed lots 2 and 3 with associate driveways and utilities. Site vegetation consists of native trees and grasses with a small garden area and minimal landscaping around the home. No critical environmental features were found on site. The property slopes to the west with an average slope of 3-6%. Soils found onsite consist of Olney Loam which is a well-drained gravelly sandy clay loam, as described by the NRCS Soil Survey. No portion of this site is within the 100-year floodplain per FEMA Panel 0802051350B dated December 15, 1977 for Garfield County, Colorado. Roads The site is located adjacent to County Road 320 on the west side of the road with approximately 38.5 feet of frontage. 15 feet of an existing 30-foot Non-Exclusive Road Easement runs along the southern property line from the roadway frontage west through the property. The portions of this easement within the subject track are recorded in document numbers 929939. 436386 and 621466 of the Official Public Recodes of Garfield County. A 12-foot to 16-foot dirt road currently exists within the easement to serve this and adjacent properties to the south and west. This existing drive and easement will also serve as access to lots 1 and 3 of the proposed subdivision. A 20-foot Access and Utility Easement is being proposed per this plat to serve Lot 2. A proposed 12’ gravel drive is proposed within this easement. Trails, Walkways and Bikeways No trails, walkways or bikeways are being proposed with this plat www.s gm-inc .com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Water The proposed Lot 1 of this subdivision is currently served by an existing water well with State permit number 126177. The existing well utilizes 5.5-inch diameter plain steel casing to a depth of 70 feet and 5.5-inch diameter perforated steel casing from 70 to 80 feet depth. Initial test results yielded a supply of over 5 GPM for 2 hours with a static water level prior to testing of 48-foot depth and a final pumping water level of 70-foot depth. Proposed Lots 2 and 3 will be served by a shared well to be installed prior to building permitting for future single-family residential buildings. A shared well agreement and permit will be in place prior to construction. Sewage The proposed Lot 1 of this subdivision is currently served by an existing OWTS consisting of a 1000- gallon septic tank and 21-foot wide by 45-foot long by 3-foot deep leach field permitted under Garfield County Individual Sewer Disposal Permit number 1119. Lots 2 and 3 of this proposed subdivision will be served by individual onsite wastewater treatment systems that are to be permitted prior to building construction. Initial investigation and calculations show that a 1,250-gallon septic tank with a minimum of an 808 square foot soil treatment area would be required for a 4-bedroom house based on the soil conditions obtained from the NRCS Soil Survey. Drainage Onsite stormwater flows are conveyed overland to the west and drain onto adjacent property where they are conveyed to the Colorado River. Upstream flows are proposed to be conveyed within a ditch and culvert along the proposed driveway. A drainage analysis has been performed using the Rational Method with the Hydraflow Hydrograph Extension for Autodesk Civil 3D. Rainfall intensities for analysis have been obtained from NOAA Atlas 14, Volume 8, Version 2 for Latitude: 39.4995°, Longitude: - 107.8617° located on the site. Stormwater discharge results for the 2, 25 and 100-year storm events are presented in the Groundwater Drainage Report. Please feel free to contact me with any questions. Respectfully, SGM Jevon Poston, PE Senior Engineer August 19, 2020 Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Engineering Report – Groundwater Drainage Budau Minor Subdivision SGM Inc. is pleased to submit this Engineering Report for the proposed Budau Minor Subdivision. Site Description This project site consists of a 11.02-acre parcel of land situated in SW1/4NW1/4 Section 26 and SE1/4NE1/4 Section 27, Township 6 South, Range 94 West of the 6th P.M., Garfield County, Colorado. The property is located at 5807 County Road 320 in Rifle, Colorado and is approximately 1000 feet east of the Colorado River. Site Conditions The site is currently developed with 2-story log home, metal barn, and site access drives consisting of gravel roads, with a water well and onsite septic system. Future development on the site will consist of two (2) single family homes located on the proposed lots 2 and 3 with associate driveways and utilities. Site vegetation consists of native trees and grasses with a small garden area and minimal landscaping around the home. No critical environmental features were found on site. The property slopes to the west with an average slope of 3-6%. Soils found onsite consist of Olney Loam, which is a well-drained gravelly sandy clay loam, as described by the NRCS Soil Survey. No portion of this site is within the 100- year floodplain per FEMA Panel 0802051350B dated December 15, 1977 for Garfield County, Colorado. Drainage Onsite stormwater flows are conveyed overland to the west and drain onto adjacent property where they are conveyed to the Colorado River. A drainage analysis has been performed using the Rational Method with the Hydraflow Hydrograph Extension for Autodesk Civil 3D. The longest flow path is approximately 1,350 feet across the site. TR-55 calculations were performed for the flow path with a sheet flow length of 300 feet and the remaining 1,050 feet using shallow concentrated flows resulting in a 23-minute time of concentration. Rainfall intensities for analysis have been obtained from NOAA Atlas 14, Volume 8, Version 2 for Latitude: 39.4995°, Longitude: -107.8617° located on the site. The following table summarizes onsite stormwater discharge results for the 2, 25 and 100-year storm events. www.s gm-inc .com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Table 1: Onsite Drainage Summary A drainage area of approximately 0.6 acres with a flow path of 200 feet generates stormwater runoff upstream of the proposed driveway location. These upstream flows are to be conveyed along the proposed driveway through an earthen ditch and culvert. A graphical representation of this drainage area is shown in Figure 1 below. Figure 1: Upstream Drainage Area The following table summarizes upstream stormwater discharge results for the 2, 25 and 100-year storm events. Table 2: Upstream Drainage Summary Area Tc acres min. 2 yr 25 yr 100 yr SITE 11.02 0.35 23 3.196 6.999 9.722 C Rational Peak Flow (cfs ) Drainage Area Onsite Drainage Summary Area Tc acres min. 2 yr 25 yr 100 yr UPSTREAM 0.60 0.35 8 0.313 0.690 0.974 Upstream Drainage Summary Drainage Area C Rational Peak Flow (cfs ) A V-bottom earthen ditch with a slope of 1.67% and an 18” culvert with a slope of 0.67% are proposed to be installed to convey these upstream flows, as shown in the attached Site Plan. Model input and output data, hydrographs and ditch and culvert calculations are provided in the following sections of this report. Please feel free to contact me with any questions. Respectfully, SGM Jevon Poston, PE Senior Engineer Hydrograph Summary Report 1 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cuft)(ft)(cuft) 1 Rational 3.196 1 23 4,410 ------ ------------ Onsite Drainage 2 Rational 0.313 1 8 150 ------ ------------ Upstream Drainage Budau - Rational Method.gpw Return Period: 2 Year Wednesday, 08 / 19 / 2020 Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Wednesday, 08 / 19 / 2020 Hyd. No. 1 Onsite Drainage Hydrograph type = Rational Peak discharge = 3.196 cfs Storm frequency = 2 yrs Time to peak = 0.38 hrs Time interval = 1 min Hyd. volume = 4,410 cuft Drainage area = 11.020 ac Runoff coeff. = 0.35 Intensity = 0.829 in/hr Tc by TR55 = 23.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 3.00 3.00 4.00 4.00 Q (cfs) Time (hrs) Onsite Drainage Hyd. No. 1 -- 2 Year Hyd No. 1 TR55 Tc Worksheet 3 Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hyd. No. 1 Onsite Drainage Description A B C Totals Sheet Flow Manning's n-value = 0.100 0.011 0.011 Flow length (ft)= 300.0 0.0 0.0 Two-year 24-hr precip. (in) = 1.30 0.00 0.00 Land slope (%)= 4.50 0.00 0.00 Travel Time (min) = 19.35 + 0.00 + 0.00 = 19.35 Shallow Concentrated Flow Flow length (ft) = 1050.00 0.00 0.00 Watercourse slope (%) = 4.50 0.00 0.00 Surface description = Paved Paved Paved Average velocity (ft/s) =4.31 0.00 0.00 Travel Time (min)= 4.06 + 0.00 + 0.00 = 4.06 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%)= 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s)=0.00 0.00 0.00 Flow length (ft)({0})0.0 0.0 0.0 Travel Time (min)= 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc .............................................................................. 23.00 min Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Wednesday, 08 / 19 / 2020 Hyd. No. 2 Upstream Drainage Hydrograph type = Rational Peak discharge = 0.313 cfs Storm frequency = 2 yrs Time to peak = 0.13 hrs Time interval = 1 min Hyd. volume = 150 cuft Drainage area = 0.600 ac Runoff coeff. = 0.35 Intensity = 1.490 in/hr Tc by TR55 = 8.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 4 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 Q (cfs) 0.00 0.00 0.05 0.05 0.10 0.10 0.15 0.15 0.20 0.20 0.25 0.25 0.30 0.30 0.35 0.35 0.40 0.40 0.45 0.45 0.50 0.50 Q (cfs) Time (hrs) Upstream Drainage Hyd. No. 2 -- 2 Year Hyd No. 2 TR55 Tc Worksheet 5 Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hyd. No. 2 Upstream Drainage Description A B C Totals Sheet Flow Manning's n-value = 0.100 0.011 0.011 Flow length (ft)= 100.0 0.0 0.0 Two-year 24-hr precip. (in) = 1.05 0.00 0.00 Land slope (%)= 6.00 0.00 0.00 Travel Time (min) = 7.97 + 0.00 + 0.00 = 7.97 Shallow Concentrated Flow Flow length (ft) = 100.00 0.00 0.00 Watercourse slope (%) = 6.00 0.00 0.00 Surface description = Unpaved Paved Paved Average velocity (ft/s) =3.95 0.00 0.00 Travel Time (min)= 0.42 + 0.00 + 0.00 = 0.42 Channel Flow X sectional flow area (sqft) = 0.00 0.00 0.00 Wetted perimeter (ft) = 0.00 0.00 0.00 Channel slope (%)= 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s)=0.00 0.00 0.00 Flow length (ft)({0})0.0 0.0 0.0 Travel Time (min)= 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc .............................................................................. 8.00 min Hydrograph Summary Report 6 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cuft)(ft)(cuft) 1 Rational 6.999 1 23 9,658 ------ ------------ Onsite Drainage 2 Rational 0.690 1 8 331 ------ ------------ Upstream Drainage Budau - Rational Method.gpw Return Period: 25 Year Wednesday, 08 / 19 / 2020 Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Wednesday, 08 / 19 / 2020 Hyd. No. 1 Onsite Drainage Hydrograph type = Rational Peak discharge = 6.999 cfs Storm frequency = 25 yrs Time to peak = 0.38 hrs Time interval = 1 min Hyd. volume = 9,658 cuft Drainage area = 11.020 ac Runoff coeff. = 0.35 Intensity = 1.815 in/hr Tc by TR55 = 23.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 3.00 3.00 4.00 4.00 5.00 5.00 6.00 6.00 7.00 7.00 Q (cfs) Time (hrs) Onsite Drainage Hyd. No. 1 -- 25 Year Hyd No. 1 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Wednesday, 08 / 19 / 2020 Hyd. No. 2 Upstream Drainage Hydrograph type = Rational Peak discharge = 0.690 cfs Storm frequency = 25 yrs Time to peak = 0.13 hrs Time interval = 1 min Hyd. volume = 331 cuft Drainage area = 0.600 ac Runoff coeff. = 0.35 Intensity = 3.284 in/hr Tc by TR55 = 8.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 8 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 Q (cfs) 0.00 0.00 0.10 0.10 0.20 0.20 0.30 0.30 0.40 0.40 0.50 0.50 0.60 0.60 0.70 0.70 0.80 0.80 0.90 0.90 1.00 1.00 Q (cfs) Time (hrs) Upstream Drainage Hyd. No. 2 -- 25 Year Hyd No. 2 Hydrograph Summary Report 9 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cuft)(ft)(cuft) 1 Rational 9.722 1 23 13,417 ------ ------------ Onsite Drainage 2 Rational 0.974 1 8 468 ------ ------------ Upstream Drainage Budau - Rational Method.gpw Return Period: 100 Year Wednesday, 08 / 19 / 2020 Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Wednesday, 08 / 19 / 2020 Hyd. No. 1 Onsite Drainage Hydrograph type = Rational Peak discharge = 9.722 cfs Storm frequency = 100 yrs Time to peak = 0.38 hrs Time interval = 1 min Hyd. volume = 13,417 cuft Drainage area = 11.020 ac Runoff coeff. = 0.35 Intensity = 2.521 in/hr Tc by TR55 = 23.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 Q (cfs) 0.00 0.00 2.00 2.00 4.00 4.00 6.00 6.00 8.00 8.00 10.00 10.00 Q (cfs) Time (hrs) Onsite Drainage Hyd. No. 1 -- 100 Year Hyd No. 1 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Wednesday, 08 / 19 / 2020 Hyd. No. 2 Upstream Drainage Hydrograph type = Rational Peak discharge = 0.974 cfs Storm frequency = 100 yrs Time to peak = 0.13 hrs Time interval = 1 min Hyd. volume = 468 cuft Drainage area = 0.600 ac Runoff coeff. = 0.35 Intensity = 4.639 in/hr Tc by TR55 = 8.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 11 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 Q (cfs) 0.00 0.00 0.10 0.10 0.20 0.20 0.30 0.30 0.40 0.40 0.50 0.50 0.60 0.60 0.70 0.70 0.80 0.80 0.90 0.90 1.00 1.00 Q (cfs) Time (hrs) Upstream Drainage Hyd. No. 2 -- 100 Year Hyd No. 2 Hydraflow Rainfall Report 12 Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Wednesday, 08 / 19 / 2020 Return Intensity-Duration-Frequency Equation Coefficients (FHA) Period (Yrs)B D E (N/A) 1 0.0000 0.0000 0.0000 -------- 2 12.5037 6.0000 0.8060 -------- 3 0.0000 0.0000 0.0000 -------- 5 0.0000 0.0000 0.0000 -------- 10 0.0000 0.0000 0.0000 -------- 25 63.8391 10.8000 1.0114 -------- 50 0.0000 0.0000 0.0000 -------- 100 107.1181 11.3000 1.0606 -------- File name: SampleFHA.idf Intensity = B / (Tc + D)^E Return Intensity Values (in/hr) Period (Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.81 1.34 1.07 0.90 0.79 0.70 0.63 0.57 0.53 0.49 0.45 0.43 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25 3.92 2.96 2.38 1.99 1.71 1.50 1.33 1.20 1.09 1.00 0.93 0.86 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100 5.55 4.18 3.34 2.78 2.37 2.07 1.83 1.64 1.49 1.36 1.25 1.16 Tc = time in minutes. Values may exceed 60. Rainfall Precipitation Table (in) Precip. file name: Sample.pcp Storm Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr SCS 24-hour 0.00 1.05 0.00 3.30 0.00 1.79 6.80 2.26 SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-1st 0.00 0.00 0.00 2.75 0.00 0.00 6.50 0.00 Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Custom 0.00 0.00 0.00 2.80 0.00 0.00 6.00 0.00 Channel Report Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc.Wednesday, Aug 19 2020 Ditch 100 yr Triangular Side Slopes (z:1) = 2.00, 2.00 Total Depth (ft) = 1.00 Invert Elev (ft) = 5325.00 Slope (%)= 1.66 N-Value = 0.040 Calculations Compute by:Known Q Known Q (cfs) = 1.00 Highlighted Depth (ft)= 0.53 Q (cfs)= 1.000 Area (sqft)= 0.56 Velocity (ft/s)= 1.78 Wetted Perim (ft) = 2.37 Crit Depth, Yc (ft) = 0.44 Top Width (ft)= 2.12 EGL (ft)= 0.58 0 .5 1 1.5 2 2.5 3 3.5 4 4.5 5 Elev (ft)Depth (ft)Section 5324.50 -0.50 5325.00 0.00 5325.50 0.50 5326.00 1.00 5326.50 1.50 5327.00 2.00 Reach (ft) Culvert Report Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc.Wednesday, Aug 19 2020 Culvert 100 yr Invert Elev Dn (ft) = 5324.50 Pipe Length (ft) = 22.50 Slope (%)= 0.67 Invert Elev Up (ft) = 5324.65 Rise (in)= 18.0 Shape = Circular Span (in)= 18.0 No. Barrels = 1 n-Value = 0.024 Culvert Type = Circular Corrugate Metal Pipe Culvert Entrance = Mitered to slope (C) Coeff. K,M,c,Y,k = 0.021, 1.33, 0.0463, 0.75, 0.7 Embankment Top Elevation (ft) = 5327.50 Top Width (ft)= 12.00 Crest Width (ft) = 12.00 Calculations Qmin (cfs)= 1.00 Qmax (cfs)= 1.00 Tailwater Elev (ft) = (dc+D)/2 Highlighted Qtotal (cfs)= 1.00 Qpipe (cfs)= 1.00 Qovertop (cfs) = 0.00 Veloc Dn (ft/s) = 0.86 Veloc Up (ft/s) = 1.10 HGL Dn (ft)= 5325.44 HGL Up (ft)= 5325.42 Hw Elev (ft)= 5325.45 Hw/D (ft)= 0.53 Flow Regime = Outlet Control August 17, 2020 Mr. Dale Stevens, Assistant Director Garfield County Road and Bridge 0298 CR 333A Rifle, Colorado 81650 RE: Driveway Permit Exemption Letter Request Budau Minor Subdivision 5807 CR 320, Rifle, Colorado Dear Dale, The purpose of this letter is to request to the Garfield County Road and Bridge Department for an exemption letter in support of the application for a Minor Subdivision of the Budau property located at 5807 CR 320, Rifle, Colorado. This letter is being requested in support of meeting the submittal requirements for the application to the Planning Department for this Minor Subdivision. Ms. Budau is proposing to split her existing 11 +/- acre parcel into a total of three (3) lots. It will be split into a seven (7) acre lot that she will retain and which the existing home is sited on. The second two lots would be created at the east end of the 11 acre parcel, each being 2 acres in size. Currently, Ms. Bedau’s property is accessed through a shared driveway from CR 320 which is in a 30-foot-wide non-exclusive easement. Maintenance on this driveway is performed by the users of the driveway, including Ms. Budau. The proposed driveway to the two new lots will be constructed to tie into this driveway on the non- exclusive easement at approximately 50 feet from the existing driveway tying onto CR 320. The following figure (Figure 1) helps describe the foregoing discussion. Figure 1 - Access Configuration for Lot 2 and 3 Access Proposed Lot 1 -7 acres Proposed Lot 2 -2 acres Proposed Lot 3 -2 acres NonExclusive 30’ Access Easement CR 320 Right of Way Prop. Lot 2/3 Driveway Prop. 10’ Widening of Non Exclusive Access Easement www.s gm-inc .com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 For the existing driveway tie to CR 320, there is in excess of 900 feet of sight distance to the west on CR 320 while the sight distance to the east is in excess of 1,000 feet. CR 320 slopes from east to west with a culvert located at the Savage property access that crosses CR 320 to the south west beyond the driveway that accesses private property to the south. Therefore, roadway drainage from CR 320 is very minor localized drainage that is intended to flow to the northwest on the north side of the existing driveway to an existing irrigation ditch that ultimately crosses the driveway to the south. It is intended to maintain this drainage pattern by improving the borrow ditch with a culvert crossing the proposed driveway. Given the localized drainage volumes, the minor drainage improvements proposed on the existing driveway and the existing drainage patterns, we do not anticipate that there will be a need for any additional improvement needs with the existing driveway tie to CR 320. We have attached documentation that describes the access easements to be utilized for the existing driveway as well as the legal description of the Budau and Pearson properties. The Owner’s mailing address, phone and email are as follows: Kathy Budau (970) 665-8353 5807 CR 320 Kbudau7@gmail.com Rifle, CO 81650 Currently, no contractor has been selected to perform the construction of the proposed driveway as this is yet to be determined based upon the outcome of the land use application for this Minor Subdivision proposal. Of course, we are in a position to meet with you to identify the property pin locations as may be necessary. We can tell you that the on-site fence lines generally describe the property locations. Upon your receipt and review, if you have any questions, please don’t hesitate to contact me. Respectfully, SGM Jefferey S. Simonson, PE, CFM Principal www.s gm-inc .com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Garfield County Road and Bridge 0298 CR 333A Rifle, CO 81650 PH: 970-625-8601 Fax: 970-625-8627 Email: roadandbridge@garfield-county.com Garfield County Driveway Permit Requirements Information required by Garfield County Road & Bridge for driveway permits or exemption letters:  State your request (driveway permits vs. exemption).  Legal Description; lot & block # preferred, meets & bounds if necessary.  Plat or sketch, showing driveway location and any easements (must show nearest County Road and be easily readable).  Owner’s mailing address, phone, and email.  Subcontractor (if applicable) with phone number.  Be prepared to show your property pins/corners. Quick reference guideline for new or change of use driveways.  Only one access per parcel (unless need demonstrated).  90 degree intersection with County Road for first 30 feet.  3 % maximum grade for first 30 feet.  4” thick hot asphalt or concrete apron if County Road is paved or chip sealed.  300 feet visibility in both directions.  Corrugated steel culvert if a road ditch is crossed.  Driveway runoff must not reach County Road.  Completed and signed permit must be obtained prior to commencing work and permit must be kept on jobsite for the entire duration of the project.  All work must be completed within 90 days of permit issuance. The Road and Bridge office will issue the permit. It can be picked up at the above address, emailed, or faxed upon receipt of payment. Make checks out to Garfield County Road and Bridge, please include permit number on your check. We also accept Visa & MasterCard. Garfield County does not retain credit card information. Garfield County Road and Bridge 0298 CR 333A Rifle, CO 81650 PH: 970-625-8601 Fax: 970-625-8627 Email: roadandbridge@garfield-county.com Driveway Permit Application Permit Fee: $75.00 1. Property Owner: 2. Mailing Address: 3. City, State, Zip: 4. Phone No: Email: 5. Sub-contractor: Phone: 6. Estimated Start Date: 7. County Road No: 8. Nearest Intersection or Address: 9. Distance from Int. or Address: 10. Direction from Int. or Address: N E S W 11. Side of Road: N E S W 12. Width of apron: 30-foot 40-foot 100-foot Other: 13. Culvert Required: Yes No 14. Size of culvert required: 12-inch 15-inch 18-inch Other: 15. Length of Culvert: 30-foot 40-foot 100-foot Other: 16. Asphalt or concrete pad required: Yes No 17. Size of Pad: 30-foot wide X 10-foot long X 4 inches thick 40-foot wide X 10-foot long X 4 inches thick 100-foot wide X 20-foot long X 4 inches thick Kathy Bedau 5807 CR 320 Rifle, Colorado 81650 970-665-8353 kbudau7@gmail.com T.B.D. 9/15/2020 320 5807 CR 320 890 feet x x x x x 18. Gravel Recommended: Yes No **Gravel recommended so as to not track mud onto County Road. 19. Length of gravel portion: 40-foot 50-foot 100-foot 20. Trees of brush removed for visibility: Yes No 21. Distance and direction from driveway to be removed: 22. Driveway must be no more than 3 % slope away from County Road. 23. Driveway must be constructed so that no drainage accesses the County Road. 24. Certified traffic control required: Yes No 25. Work zone signage only required: Yes No 26. Stop sign required at entrance to County Road: Yes No 27. Inspection of driveway will be required upon completion and must be approved by Garfield County Road and Bridge. 28. Person Requesting Permit: 29. Person approving Permit: 30. Date approved: Payment Information Check Visa MasterCard Name of Cardholder: Billing Address: Card Number: / / / / / / / / / / / / Expiration Date: / V Code (last 3 or 4 numbers on back of card) Signature Required: Authorized Card Holder Signature x x x No existing vegetation will need to be removed. x x x Kathy Budau Date 2/2/2021 To whom it may concern Property Owner: Kathy Budau _______________________________ Address; 5807 CR.320 __________________________________________________________ __________________________________________________________ ___________________________ The above address is exempt from needing a Driveway Permit from Garfield County Road & Bridge. _X_ The driveway will not directly access a County maintained road. ____ The driveway meets current County standards. ____ Other; This will be for a minor subdivision request of the Budau property. _____________________________________ For any questions please call Dale Stephens Garfield County Road & Bridge 970-625-8601 Road & Bridge x 4-203(M)(1)(b)(5)4-203(K)