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HomeMy WebLinkAbout1.0 ApplicationGLENWOOD SPRINGS COMMUNITY DEVELOPMENT APPLICATION FOR LAND USE CHANGE PERMIT Property Owners: Randy Schrock, mail@rschrock.com, 913.709.0568 Kathryn Schrock, kathy@rschrock.com, 913.709.0567 Property Address: 55 Faranhyll Ranch Rd Glenwood Springs, CO 81601 Parcel: 2395-103-00-132 Land Use Change Permit Application Summary: We are requesting approval through Garfield Community Development process for a Land Use Change permit to build a 1,700 SqFt Accessory Dwelling Unit (ADU) comprised of a 2 -car garage and 2nd floor 1-bedroom/bath loft apartment adjacent to our Primary Dwelling Unit/Residence (completed in 2015) within the 8.1 acre building envelope of our 36.401 acre property at 55 Faranhyll Ranch Rd, Lot 3 of the Faranhyll Ranch subdivision. 28.3 acres of the parcel is under conservation easement. Please refer to Appendix 4 — Behm Design Plan 1700-5 and Appendix 5 — Improvement Location Certificate for additional details. The ADU will be served by an existing well and onsite waste water system. It will be accessed by a private road off of County Road 117 (4 Mile Road) and the existing private driveway. The only improvement on the site is a single-family dwelling unit. A small creek (4 Mile Creek) runs through the property. There will be no increased traffic to the property as the ADU will be used for personal use and not be leased or rented pursuant to Faranhyll Ranch HOA restrictions. Submitted: May 7, 2018 Page: 1 TABLE OF CONTENTS Property Owners• 1 Property Address: 1 Land Use Change Permit Application Summary: 1 Submitted: 1 Application Submittal Requirements 5 4-202 B: Waiver of Submission Requirements — Review Process 5 4-203 B: General Application Materials 5 4-203 C: Vicinity Map 5 4-203 D: Site Plan 6 4-203 E: Grading and Drainage Plan 7 4-203 F: Landscape Plan 8 4-203 G: Impact Analysis 8 4-203 H: Rezoning Justification Report 9 4-203 I: Statement of Appeal 9 4-203 J: Development Agreement 9 4-203 K: Improvements Agreement 9 4-203 L: Traffic Study 9 M: Water Supply/Distribution Plan 9 4-203 N: Wastewater Management and System Plan 10 4-203 0: Floodplain Analysis 10 Article 7: Standards — Division 1 11 7-101: Zone District Use Regulations 11 7-102: Comprehensive Plan and Intergovernmental Agreements 11 7-103: Compatibility 11 7-104: Source of Water 11 Page: 2 7-105: Central Water Distribution and Wastewater Systems 11 7-106: Public Utilities 11 7-107: Access and Roadways 12 7-108: Use of Land Subject to Natural Hazards 12 7-109: Fire Protection 12 Article 7: Standards - Division 2 12 7-201: Agricultural Lands 12 7-202: Wildlife Habitat Areas 12 7-203: Protection of Waterbodies 12 7-204: Drainage and Erosion 12 7-205: Environmental Quality 13 7-206: Wildfire Hazards 13 7-207: Natural and Geologic Hazards 13 7-208: Reclamation 13 Article 7: Standards - Division 3 13 7-301: Compatible Design 13 7-302: Off -Street Parking and Loading Standards 14 7-303: Landscaping Standards 14 7-304: Lighting Standards 14 7-305: Snow Storage Standards 14 7-306: Trail and Walkway Standards 14 Article 7: Standards - Division 7 14 7-701: Accessory Dwelling Unit 14 Appendix 1— Land Use Change Permit Application Form 15 Appendix 2 — Payment Agreement Form 18 Appendix 3 — Pre -Application Conference Summary 19 Appendix 4 — Behm Design Plan 1700-5 27 Appendix 5 — Improvement Location Certificate 32 Appendix 6 - HOA Architectural Committee Approval Letter 34 Appendix 7 — Area, Vicinity and Development Plans & Maps 35 Appendix 8 — Warranty Deed 40 Page: 3 Appendix 9 — Surrounding Land Owners 42 Appendix 10 — Topography and Soil Maps 43 Appendix 11— Wastewater/Septic Design Plans & Documents 47 Appendix 12 — Drainage and Grading Plans 58 Appendix 13 — Source of Water 60 Appendix 14 —Commitment for Title Insurance 65 Page: 4 Application Submittal Requirements 4-202 B: Waiver of Submission Requirements — Review Process Randy & Kathryn Schrock, the residential property owners, are seeking approval for a permanent ADU adjacent to their existing residential dwelling at 55 Faranhyll Ranch Rd, Glenwood Springs, CO 81601. Their property is on Lot 3 of Faranhyll Ranch, an existing, approved, developed and active subdivision. Lot 3 is comprised of an 8.1 acre building envelope on their 36.401 acre parcel (#239510300132). The Faranhyll Ranch HOA allows for, supports and has approved this ADU project. Please refer to Appendix 6 — HOA Architectural Committee Approval Letter dated April 27, 2018. Waivers have been requested for the following and are in accordance with 4-202 C: Waiver of Submission Requirements — Review Criteria: • 4-203 J: Development Agreement • 4-203 K: Improvement Agreement • 4-203 L: Traffic Study 4-203 B: General Application Materials 1. Application Form. Please refer to Appendix 1— Land Use Change Permit Application Form. 2. Ownership. Please refer to Appendix 8 — Warranty Deed. 3. Adjacent Property Owners and Mineral Owners and Lessees. a. Please refer to Appendix 9 — Surrounding Land Owners for a list of adjacent property owners within a 200 foot radius of the subject parcel. b. We were unable to locate any Mineral Rights (Owners and/or Lessees) records from the Garfield County clerk and recorder office. The 3+ hour search was conducted on May 3, 2018 with the help of County Recording Clerks Beverly Eberle and Chrissy Ziegler -Doran. 4. Fees. Please refer to Appendix 2 — Payment Agreement Form. 5. Project Description. Please refer to the Land Use Change Permit Application Summary on Page 1 of this document. 6. General Requirements for Maps and Plans. All required information is contained within this application. 7. Combination of Map and Plan Requirements. This was requested during the Pre - Application conference. 8. Application for Major Projects. Not applicable. 4-203 C: Vicinity Map Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps. Page: 5 4-203 D: Site Plan 1. Legal Description. The Land referred to herein is located in the County of Garfield, State of Colorado, and described as follows: A parcel of land situated in Lots 3 and 5 of Section 9 and in Lots 1, 2, 3, 4 and 5 of Section 10, Township 7 South, Range 89 west of the 6th Principal Meridian, County of Garfield, State of Colorado, said parcel of land being more particularly described as follows: Commencing at the East Quarter Corner of Section 9; thence North 76°26'34" East 399.44 feet to a point on the Westerly right of way of County Road 117, the True Point of Beginning; thence leaving said Westerly right of way North 70°17'47" East 60.00 feet to a point on the Easterly right of way of said County Road 117; thence South 19°42'13" East along said Easterly right of way 235.49 feet; thence leaving said Easterly right of way North 89°37'07" East 802.90 feet to a point on the Easterly line of Lot 4 of said Section 10; thence South 00°32'07" East along said Easterly line 700.00 feet; thence leaving said Easterly line South 88°36'48" West 2143.24 feet; thence North 02°48'07" West 714.79 feet; thence North 86°52'44" East 1085.05 feet to a point on the Northwesterly line of a 60.00 foot wide access easement; thence North 589°49'46" East along said Northwesterly line 113.83 feet; thence continuing along said Northwesterly line along the arc of a curve to the left having a radius of 107.27 feet, a central angle of 73°18'41" and a distance of 137.26 feet (chard bears North 23°10'26" East 128.08 feet) to the True Point of Beginning. Subject to and together with a 60.00 foot wide access and utility easement and subject to and together with a 30.00 foot access easement as shown on the map of Faranhyll Ranch. 2. Boundaries, existing and proposed topographic contours, significant on-site features, existing and proposed parking areas and existing and proposed roads. Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps and Appendix 10 — Topography and Soil Maps. 3. Existing and proposed topographic contours. Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps, Appendix 10 — Topography and Soil Maps and Appendix 12 — Drainage and Grading Plans. 4. Significant on-site features. Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps, Appendix 10 — Topography and Soil Maps and Appendix 12 — Drainage and Grading Plans. Page: 6 5. Existing and proposed parking areas. The proposed ADU will include two garage bays on the 1St floor to support any additional parking requirements. Additionally, the existing residential home has ample parking to support any requirements associated to an additional (3rd) bedroom. Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps. 6. Existing and proposed roads. The proposed ADU is within an existing subdivision with private roads and will be accessible by a private driveway. There will be no impact to existing traffic patterns or property access. Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps. 7. Users and grantees of all existing and proposed easements and rights-of-way. Please refer to Appendix 14 — Commitment for Title Insurance which documents existing easements as noted as Title Insurance exceptions. 8. Area of the individual parcels, and the total square feet of existing buildings, driveways, and parking area. The existing parcel 36.401 acres. The existing Primary Dwelling Unit/Residence is 2,776 square feet (heated) according to the Garfield County Assessor 2017 Real Property Notice of Valuation. Please refer to Appendix 5 — Improvement Location Certificate and Appendix 7 — Area, Vicinity and Development Plans & Maps. 9. Zoning. Rural 10. Location and dimension of all structures, existing and proposed, and distance of structures from property lines. The existing Primary Dwelling Unit/Residence is 2,776 (heated) square feet according the Garfield County Assessor 2017 Real Property Notice of Valuation. The proposed ADU is designed as 1,700 square feet. Please refer to Appendix 4 — Behm Design Plan 1700-5, Appendix 5 — Improvement Location Certificate and Appendix 7 — Area, Vicinity and Development Plans & Maps. 11. Elevation drawings showing existing grade, Finished Grade, and height of the proposed structures above existing grade. The height of the proposed ADU from grade is 24' 4" and will be on the same grade as the existing Primary Dwelling Unit/Residence. Please refer to Appendix 4 — Behm Design Plan 1700-5, Appendix 5 — Improvement Location Certificate and Appendix 7 — Area, Vicinity and Development Plans & Maps, Appendix 10 — Topography and Soil Maps. 12. Location and size of leach field, sewer service lines, and treatment facilities to serve the proposed use. Appendix 11— Wastewater/Septic Design Plans and Documents. 13. The source and capacity of the water supply. Please refer to Appendix 13 — Source of Water. 14. Location and size of signs for the purpose of identification, advertising, and traffic control. Not applicable. 4-203 E: Grading and Drainage Plan 1. Site Map. Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps. 2. Drainage Structures. Appendix 12 — Drainage and Grading Plans. 3. Topology. Please refer to Appendix 10 — Topography and Soil Maps. 4. Grading Plan. Grading will be required due to the placement of the proposed ADU into a gently sloping hillside adjacent to the existing Primary Dwelling Unit/Residence. Page: 7 Additionally, grading will be required in support of the site engineering plan for the foundation. Please refer to Appendix 12 — Drainage and Grading Plans. 5. Soil Stockpile and Snow Storage Areas. Soil and Snow storage will be on site and within the property boundaries. 6. Drainage Plan. The drainage systems, ditches, culverts and drains supporting the existing Primary Dwelling Unit/Residence will be utilized to service the proposed ADU. New drainage systems, integrated into the existing drainage systems, including foundation -level perforated pipe, sub -surface perforated pipe and roof gutters will be installed during the appropriate construction phases. Please refer to Appendix 12 — Drainage and Grading Plans. 7. Equipment Storage Areas. Equipment storage will be within the property boundaries. 8. Temporary Roads. Not applicable as this is an existing subdivision with roads in place and an existing private driveway. 9. Areas of Steep Slope. A steep slope exists on the East side of the parcel which is on the East side of County Road 117 (4 Mile Road). This slope is not within the 8.1 acre building envelope that the proposed ADU will be built within. Please refer to Appendix 10 — Topography and Soil Maps. 10. Construction Schedule. Anticipated start date is dependent upon the Land Use Change and Building Permit processes and outcomes. Anticipated project schedule is: a. Excavation and Grading, 1-2 week b. Foundation and Drainage, 2-3 weeks c. Structure Construction, 6-8 weeks 11. Permanent Stabilization. Soil compaction and surface water drainage will be part of the Excavation and Grading & Foundation and Drainage phases of the project. 12. Erosion Control Measures. Surrounding area will be landscaped and seeded with County approved seed mixtures. 13-23. Not applicable. 4-203 F: Landscape Plan Not applicable for ADU per Pre -Application Conference 4-203 G: Impact Analysis This garage/loft ADU will be adjacent to our existing Primary Dwelling Unit/Residence and will be used for personal and private purposes only and cannot be leased or rented per HOA covenants and restrictions. While this is new construction, there will be no impact to the surrounding properties or subdivision from traffic, vehicles, lights, noise or additional construction. The purpose for this project is to simply add two garage bays, an extra bedroom (3rd) and bath, and additional storage space for the current resident. No visible functional or activity level will be discernable to surrounding properties with this improvement given the proximity to the existing residence and its intended use per HOA covenants and restrictions. Historical and original Garfield County approval documents exist including the original building permit, wastewater permit and other documentation and permits issued by Garfield County during 2014 and 2015. Page: 8 1. Adjacent Land Use. Not applicable. 2. Site Features. Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps, Appendix 10 —Topography and Soil Maps and Appendix 12 — Drainage and Grading Plans. 3. Soil Characteristics. Please refer to Appendix 10 — Topography and Soil Maps. 4. Geology and Hazards. Please refer to Appendix 10 — Topography and Soil Maps. 5. Groundwater and Aquifer Recharge Areas. Not applicable. 6. Environmental Impact. None. 7. Nuisance. None. 8. Hours of Operation. Not applicable. 4-203 H: Rezoning Justification Report Not applicable per Section 4-103 Administrative Review guidelines 4-203 I: Statement of Appeal Not applicable per Section 4-103 Administrative Review guidelines 4-203 J: Development Agreement Because this will not be a phased development, a waiver is requested from 4-203 J. 4-203 K: Improvements Agreement Because there are no public improvements identified as requirements of the application, a waiver is requested from 4-203 K. 4-203 L: Traffic Study The proposed ADU is within an existing subdivision with private roads and will be accessible by a private driveway. There will be no impact to existing traffic patterns or property access. The proposed ADU will include two garage bays on the 1st floor to support any additional parking requirements. Additionally, the existing residential home has ample parking to support any requirements associated to an additional (3') bedroom. Therefore, a waiver is requested from 4-203 L. M: Water Supply/Distribution Plan The existing Primary Dwelling Unit/Residence is serviced by an on -property well. The ADU will receive its water supply from the Primary Dwelling Unit/Residence as there is an extensive water softening, treatment and filtration system in place that was installed in 2014 (softener) and 2017 (filtration system). The existing well, water supply and distribution plan was originally engineered to support the capacity of a 3 -bedroom dwelling. Please refer to Appendix 13 — Source of Water. Page: 9 4-203 N: Wastewater Management and System Plan The existing Primary Dwelling Unit/Residence is serviced by an on -property wastewater/septic (OWTS) system that was permitted and installed in 2014. The Garfield County Assessor (Alicia Smith) inspected our property on April 25, 2018 and adjusted the County records to reflect the fact that our Primary Dwelling Unit/Residence has 2 bedrooms. The proposed ADU will add a 3rd bedroom. Our existing OWTS was engineered with a capacity to support 3 bedrooms. These specifications are part of the County record from the original permitting which was approved on 8/1/2014 which was recently checked by All Service Septic who have completed the necessary engineering plans for the ADU to utilize the existing OWTS. Please refer to Appendix 11— Wastewater/Septic Design Plans and Documents. 4-203 0: Floodplain Analysis Not applicable per Section 4-103 Administrative Review guidelines. Additionally, the proposed ADU will be within an existing and approved subdivision. Page: 10 Article 7: Standards — Division 1 7-101: Zone District Use Regulations Zoned "Rural" which allows for Auxiliary Dwelling Units. 7-102: Comprehensive Plan and Intergovernmental Agreements This application for 55 Faranhyll Ranch Road complies with the Garfield County Comprehensive Plan and Intergovernmental Agreements. 7-103: Compatibility The proposed ADU will be built adjacent to the existing Primary Dwelling Unit/Residence and within the property's existing 8.1 acre building envelope. The ADU will be designed and built compatible with the existing characteristics of the Primary Dwelling Unit/Residence. Please refer to Appendix 6 — HOA Architectural Committee Approval Letter. 7-104: Source of Water The existing Primary Dwelling Unit/Residence is serviced by an on -property well. The ADU will receive its water supply from the Primary Dwelling Unit/Residence as there is an extensive water softening and filtration system in place that was installed in 2014 (softener) and 2017 (filtration system). The existing well, water supply and distribution plan was originally engineered to support the capacity of a 3 -bedroom dwelling. 7-105: Central Water Distribution and Wastewater Systems The existing Primary Dwelling Unit/Residence is serviced by an on -property wastewater/septic (OWTS) system that was permitted and installed in 2014. The Garfield County Assessor (Alicia Smith) inspected our property on April 25, 2018 and adjusted the County records to reflect the fact that our Primary Dwelling Unit/Residence only has 2 bedrooms. The proposed ADU will add a 3rd bedroom. Our existing OWTS was engineered with a capacity to support 3 bedrooms. These specifications are part of the County record from the original permitting which was approved on 8/1/2014 which was recently checked by All Service Septic who have completed the necessary engineering plans for the ADU to utilize the existing OWTS. Please refer to Appendix 11— Wastewater/Septic Design Plans and Documents. 7-106: Public Utilities The proposed ADU will be built within the existing Faranhyll Ranch subdivision therefore no impacts or additional public infrastructure is needed. All existing easements will be carried forward and not impacted, changed or modified. Page: 11 7-107: Access and Roadways The proposed ADU is within an existing subdivision serviced by a private road, Faranhyll Ranch Rd, off County Road 117 (4 Mile Road) and the existing private driveway. No public road or access improvements are needed or required for this application and access to public right-of- way is unchanged. Existing roadways meet design standards contained in Table 7-107; Roadway Standards for Faranhyll Ranch Rd (Chip/Seal, Primitive/Driveway) and the existing private driveway (Gravel, to be Chip/Seal after ADU project is complete, Primitive/Driveway). 7-108: Use of Land Subject to Natural Hazards Soils Map Report for the original residential development approved by Garfield County Community Development and Building Departments for the subject property. Please refer to Appendix 10 — Topography and Soil Maps. 7-109: Fire Protection The proposed ADU is located within an existing and approved subdivision and is served by the Glenwood Springs Fire Department Station Three, 1880 County Road 117 (4 Mile Road). No change proposed or resulting. Article 7: Standards - Division 2 7-201: Agricultural Lands No impacts as this is an existing subdivision and the ADU will be built within the property's existing 8.1 acre building envelope. 7-202: Wildlife Habitat Areas No impacts as this is an existing subdivision and the ADU will be built within the property's existing 8.1 acre building envelope. 7-203: Protection of Waterbodies No impacts as this is an existing subdivision and the ADU will be built within the property's existing 8.1 acre building envelope which does not cross the boundaries of 4 Mile Creek which runs through the parcel. Additionally, the proposed ADU will be built Northwest of the existing Primary Dwelling Unit/Residence which is in closer proximity to 4 Mile Creek. Please refer to Appendix 7 — Area, Vicinity and Development Plans & Maps. 7-204: Drainage and Erosion The drainage systems, ditches, culverts and drains supporting the existing Primary Dwelling Unit/Residence will be utilized to service the proposed ADU. New drainage systems, integrated Page: 12 into the existing drainage systems, including foundation -level perforated pipe, sub -surface perforated pipe and roof gutters will be installed during the appropriate construction phases. Please refer to Appendix 12 — Drainage and Grading Plans. During and after the construction of the proposed ADU, the minimal area disturbed during construction will be protected and restored as natural -appearing landforms that blend in with adjacent undisturbed topography. When the final landform is achieved, the surface shall be stabilized by vegetation or other means to reduce further soil erosion from wind or water, provide forage and cover, prevent fugitive dust as required by State Statute, and reduce visual impacts. 7-205: Environmental Quality No impact to either air or water quality. No resulting hazardous materials will be generated or disposed of at this site. 7-206: Wildfire Hazards No impacts as this is an existing subdivision and the ADU will be built within the property's existing 8.1 acre building envelope. 7-207: Natural and Geologic Hazards Not applicable as this is an existing subdivision. 7-208: Reclamation During and after the construction of the proposed ADU, the minimal area disturbed during construction will be protected and restored as natural -appearing landforms that blend in with adjacent undisturbed topography. When the final landform is achieved, the surface shall be stabilized by vegetation or other means to reduce further soil erosion from wind or water, provide forage and cover, prevent fugitive dust as required by State Statute, and reduce visual impacts. Article 7: Standards - Division 3 7-301: Compatible Design The proposed ADU will be built adjacent to the existing Primary Dwelling Unit/Residence and within the property's existing 8.1 acre building envelope. The ADU will be designed and built compatible with the existing characteristics of the Primary Dwelling Unit/Residence. Please refer to Appendix 6 — HOA Architectural Committee Approval Letter. Page: 13 7-302: Off -Street Parking and Loading Standards No Off -Street Parking or Loading Standards will be necessary due to the existing Primary Dwelling Unit/Residents parking facilities and the two garage bays on the 1st floor of the proposed ADU. 7-303: Landscaping Standards Landscaping will match that of the Primary Dwelling Unit/Residence and within HOC covenants and requirements. 7-304: Lighting Standards Exterior lighting will match that of the Primary Dwelling Unit/Residence and within HOA covenants and requirements. 7-305: Snow Storage Standards Snow storage will be on site and within the property boundaries. 7-306: Trail and Walkway Standards Not applicable. Article 7: Standards - Division 7 7-701: Accessory Dwelling Unit A. Maximum Floor Area. The proposed ADU is 1,700 square feet which is under the 3,000 square feet maximum for lots 4 acres and larger. The parcel the proposed ADU will be built on is 36.410 acres. Please refer to Appendix 4 — Behm Design Plan 1700-5. B. Ownership Restriction. The proposed ADU will be used for infrequent residential use only. C. Compliance with Building Code. The proposed ADU will meet all Garfield County building codes. D. Minimum Lot area. The parcel the proposed ADU will be built on is 36.410 acres. E. Entrance to Dwelling Unit. The proposed ADU will have a separate entry. Please refer to Appendix 4 — Behm Design Plan 1700-5. F. One per Lot. The proposed ADU will be the only ADU on the property. Page: 14 Appendix 1— Land Use Change Permit Application Form Garfield County Community Development Department 108 8" Street, Suite 401 Glenwood Springs, CO 81601 -1910) 945-8212 www.garlield-countv.com TYRE OF APPLICATION Administrative Review Limited Impart Review MajorImpa[:t Review Amendments to an Approved LUCP DLR ❑MIR ❑SUP 0 ❑ 0 0 LAND USE CHANGE PERMIT APPLICATION FORM Minor Temporary Housing Facility Vacation of a County Road/Public ROW Location and Extent Review Comprehensive Plan Amendment Pipeline Development Time Extension (also cheek type of original application) L I Development in 100 -Year Floodplain ❑ Development in 100 -Year Floodplain Variance ❑ Code Text Amendment J ❑ Rezoning ['Zone District ° PUD ❑ PUD Amendment O Administrative interpretation O Appeal of Administrative Interpretation O Areas and Activities of State Interest ❑ AccOnlmodati0n PWrStant to Fair Housing Aot ❑ Variance INVOLVED PARTIES Owner/Applicant Name: CC c)C-X. Phone: (`113 ) —0 5`68 MalingAddress: s�rSwr h 31 v ,k Cityr: 5 r r-.Fjo-C State: -Lt. lip Code: & i E-mail: I # i e G,r .ctck Representative (ALO:horization Required} Name: -, Phone:l 1 Mailing Address: City: State: zip Code: E-mail; PROJECT NAME AND LOCATION Project Name: St►1'cC lc C.-066-€ / frT (+ pow') Assessor's Parcel Number: 2- 3 4a- i 0 pp _ O o {�_ 1, Physical/street Address: fib' r. �� ti+Cn+4CSh 9`4 Legal DescripVon: } ACS k l ch �v s) Zone District: T.,,Y 11 Property Size 'acres): Page: 15 PROJECT DESCRIPTION Existing Ilse: � �.i t l a 1 � f.. {AS t e,r� ,' r� rks2 kc -V. rv+d.yx 0.‘ — �3l1ti ew lf•tO zEi t CkCtics 1r cc_"{j `l,„4 Proposed Use (From Use Table 34034: O1CAh1,c-1 L. -- Ek—se e Description of Project: 1 I7 I D U 2— 5 k -twog i b +- i - k- f c -e - iw Ftc r 1 crr.-_ i 'bat" - 5 b i'"—Sr S- - y5+ REQUEST FOR WAIVERS Submission Requirements F.The Applicant requesting a Waiver of Submission Requirements per Section 4-202_ List' Section: - La Section: `-E - tC Section; LF - 1-0 3 Section: Waiver of Standards ❑ The ApplIcant is requesting a Waiver of Standards per Section 4-11S. List: Section: Section; Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the r. ' best of my knowledge. 6 Signa re of Prope�ty Owner nate OFFICIAL USE ONLY file Number Fee Paid: $ Page: 16 LEGAL DESCRIPTION The Land referred to herein is located in the County of Garfield, Srate of Colorado, and described as follows: A parcel of :and situated in Lotti 3 and 5 of Section 4 and in Lots 1, 2, 3, 4 and 5 of Section 10, Township 7 South, Range 119 west of the 6th Principal Meridian, County of Garfield, Slate of Colorado, said parcel of land being marc particularly described as follows. Commencing al the East Quattcr Conic' of Scion 4; thence North 76°26'34" East 394.44 feet to a paint on the Viresrerly right of way of County Road 117, the Time Paint of Beginning; thence leaving said Westerly right of way North 74° ITAV"- East -6{1.0.1:1 feet to a point on the Easterly right ofway ofsaid County Road ] [7; thence South l9°42'I3" East along said Easterly right away 235.49 feet; thence leaving said Easterly right of way North 10°37+47` East 802.90 feet to a point an the Easterly fine of Lot 4 of said Section 14, thence South 44"32]07" East along said Easterly I ire 7001I0 Feet; ihenca leaving said Easterly line South 88'36'+48" West 2143.24 feet; thence North 02°48'07" West 714.79 fact; thence North 86°52'44" East 1085.45 feet to a point on the Northwesterly Zine of a 60.40 Foot wide access easement; thenceNarth 589°49'46" East along said Northwesterly line 113.$3 feet; thence continuing along old Northwesterly line along rhe are of a =rue to the Id having a radius of 107.27 feet, a central angle of 73°i 8'41" and a distance of 137.26 fact (chard bears North 2Y i026" Last 121.48 feet) to the True Point of Beginning. Subject to and together with i 69.06 fool wide access and utility easement and subject to and together with a 30_0t} foot access easement as shown oil die map of Faranhy]! Ranch. Page: 17 Appendix 2 — Payment Agreement Form 9ECTiON 243. PAYMENT AGREEMENT FORM Payment Agreement Form GARFIEto COUNTY (hereinafter COUN1Yj and c ,4►-+ ❑ 1 SC Property owner (hereinafter OWNER) agree as follows: 1. OWNER has submitted to COUNTY an application for I G � 51 V th6.3 tic- YE+v I Y 6, Li lry - °. (hereinafter, THE PROJECT). 2. OWNER understands and agrees that Garfield County Resolution No. 96-09, as amended, establishes a fee sthedube for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. OWNER and COUNTY agree that because of the size, nature or stripe of the proposed project, it Is not possible at this time to ascertain the full extent of the casts involved in processing the application_ OWNER agrees to make payment of the Base Fee. established for the PROJECT, and to thereafter permit additional costs to be billed to OWNER. OWNER agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 4_ The Base Fee shall be in addition to and exclusive of any oast for publication or cost of consulting service determined necessary by the Board Of County Commissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fre, factual recorded costs exceed the initial Base Fee, OWNER shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above- OWNER acknowledges that all billing shell be paid prior to the final consideration by the COUNTY of any is nd use permit, :.aping amendment, or subdivision plan. PROPERTY OWNER OR AIJTFIORIZED REPRESENTATIVE} I hereby agree to pay aII fees related to this applicatian- RA4s1 SGIIR�C fF— Print Name Mailing Address: E•Mall Address: done Plum 55 fo,rer+,, ^# Ck-,. pa yrsc^ r' [o i3Ib4I 16-6 ' c ReC YC , Cc•+"' Page: 18 SZak3 Data 9 Appendix 3 — Pre -Application Conference Summary Garfield Olf,io' Commiu Development Depart.Iniint 108 81h Street, Suite 401 Glenwood Springs, CO 81601 (97111) 945-8212 .earfield-couut;.coos RE-APPLICATION TAX PARCEL NUMBER: 2395103W132 PROJECT: Schrock ADIJ OWNERS/APPLICANT: Randy and Kathryn Schrock PRACTICAL LOCATION: SS Faranhyll Ranch Road. Glenwood Springs, CO 81601 TYPE OF APPLICATION: Accessory Dwelling Unit (AO1) ZONING: Rurar DATE: May 1, 2018 I. GENERAL PROJECT DESCRIPTION The applicant is requesting a permit for an Accessory Dwelling Unit (ADU) on a 36.401 acre parcel located within the Faranhylr Ranch Subdivision south of the City of Glenwood Springs. The ADIJ is proposed to be approximately 1,700 square feet in size and will be served by an existing wail and onsite waste water system_ It will be accessed by a private road off of County Road 117 Mire Road). The only improvement on the site is a single-family dwelling unit; a large portion of the parcel is under conservation easement_ A small creek runs through the property_ Applicant has indicated there will be no increased traffic to their property as the ADU will not be leased out (I1OA restricted)_ Demonstration of legal and adequate water as well as water quality is required. Staff suggests that the applicant reach out to Dwight Whitehead at the Division of Water Resources 1970.945.5655 ext. 5011) to discuss well issues prior to submittal of an application with Community Development_ A 4 - hour purnp test and water quality test are required, but may he done as a condition of approval (however, please submit any supporting information available). In addition, a water quality test in cornpliance with Section 4.203(M)(1){b}(5){C} will need to be provided. Please note that the water quality test does not need to include testing for Alpha / Beta as It is no longer a part of the CDPH E: Deluxe testing package. Similar to the 4.hour pump test, this water quarity test may be done as a condition of approval if requested in the application_ Page: 19 The Applicant wilt need to provide a septic permit issued by Garfield County demonstrating the number of bedrooms the system can handle and gallons of the tank along with demonstration of the total number of bedrooms the system is proposed to serve. Alternatively, the applicant may provide a letter from a professional engineer registered In the State of Colorado indicating that the septic is capable of handling the additional capacity of the AOI!. If a new system Is to be installed, then this arrangement needs to be represented in the application. Demonstrationof conformance to Section 7.107 and specifically Table 7.107. Roadway Design Standards, needs to be provided- This demonstration should Include all private driveways and roads from the proposed AO U to public right of way- Please respond to each of the items in the Roadway Design Standards Table {7.107] to show compliance with these parameters. Should the access driveway be located on any adjacent parcels, then an access easement will need to be created for that access driveway to the pare& it is serving. Please identify which Average Daily Trip ADT) category this access road may fall within with each dwelling Unit accessing this driveway counting as 9.S7 ADT (all homes and other development planned and existing off the driveway). Please respond to the Standard s as identified in Article 7: Standards, Division 1, 2 and 3 and for ADUs, Section 7-701. These are the standards by which the application will be determined to be approvedr approved with conditions or denied. A short response to these items ensures that 1) the applicant has read and understands the standards upon which a determination will be based, and 2) allows the applicant and staff to work through any possible issues early on in the application process - ll. COMPREHENSIVE PLAN The property is designated in the County Comprehensive Plan as within the Residential Low Density (10+ acres per dwelling unit). III. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS Article 3, Zoning • Rural Zone District • Lot/Buitding Requirements (Table 3.201) and use Table (Table 3.403) Ankle 4, Application and Review Procedures • Administrative Review Process (Section 4.103) Common Review Procedures {Section 4.101) * Table 4-102 Common Review Procedures and Required Notice • Application Materials ;Table 4.201 and Section 4.203) 0 Article 7, Standards — Division 1 General Standards, Division 2 General Resource Protection Standards, Division 3 Site Planning — as applicable * Additional Standards Applicable to an Accessory Dwelling linit (Seetion 7.701 see excerpt below) Page: 20 7-7(N. ACCESSORY DWELLIfMfG UNIT, A. Maximum Floor Area. The F[oor Area of en AIDU shall not exceed 1,500 square feet fora lot less than 4 acres The Floor Area of an ADIJ shell not exceed 3,000 square feet for any lot 4 aCreS ar reater 6. Ownership Reetrlct on_ An AOU is resirlcted to leasehold interest in the dwelling unit and is for residential or Horne Office/Business use only. C. Oortrplience with Building Cade. Canstruoti0n Shall Comply with the standards set forth in INS Code and with Building Code requirements_ D. Minimum Lot Area. the minimum Lot Size for an ACC is either: 1. 2 acres_ or 2. For alts in zone districts with s minimum Lot Size of less than 2 ions, the Minimum Lot Size is twice the minimum required Lot Size, E. Entrants to Dwelling Unit A separate entrance Io the Accessory Dwelling Unit is required, F. One pet Lot. One Accessory Dwelling unit which is subordinate to a Single-Untl (primary) dwelling unit is allowed per legal kkt IV. SUBMITTAL REQUIREMENTS Phase refer dk€ctiy to Table 4-201 and the IFst of General Application Materials in section 4.203_ Outlined below is a list of Information typically required for this type of application: • General App[icatiee Materials G Signed Application Form D Signed Payment Agreement Form and application fees • Proof of Ownership (title work, copy of the deed) and Information On any lien holders_ a A narrative describing the request and related information. o Names and mailing addresses of properties wkthin 200 ft. of the subject property. G Mineral rights ownership for the subject property idemonstrateid through a search of Clerk and Recorders database and/or Assessors database, memo attached}_ D If owner intends to have a representative, a letter of authorization to represent Is needed. • A copy of the f rerApplleation Summary needs to be submitted with the Application, • Vicinity Map including areas within a radius of approximately 3 miles_ • improvements Agreement j Development Agreement inlay be waived upon request) • Site Plan • Grading and Drainage Plan demonstrating positive drainage off the site top map) 3 Page: 21 ▪ Impact Analysis — Please respond to the ident Tied impacts in Section 4-203{G} ▪ Copy of Code, Covenants, Restrictions (if applicable) ▪ Respond to Standards fully described in Article 7, Divisions 1.2 and, for an ADD Article 7, Section 701 ■ Demonstration of Legal and Physical Water (Welk permit, augmentation plan, 4hour pump test, and water quality test per Section 4-203{MM1}) ▪ Description of septic system (OWTS}_ If OWTS is to be shared or is otherwise already installed, then an issued Garfield County septic permit along with an explanation of the total number of bedrooms the system d oesJwi I I service, or a letter from a professional engineer is necessary stating that the system is adequate to handle the added Toad of the AOil_ If a new, yet to be Installed, OWTS Is proposed, then a statement indicating this intent is necessary. ▪ Statement and demonstration of conformance with Section 7.107, Access and Roadways (Specifically conformance with Table 7-107 for access road from County roadway to proposed ADD). Provide copies of easements or other demonstration of legal access if the driveway crosses adjacent properties. Submit three paper copies and one digital for applications. Additional copies will be requested upon determination of completeness_ See the land use code for additional information on submittal requirements_ V. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review h. Public Hearing: c. Referral Agencies: X_None (Director's Decision) _Planning Commission Board of County Commissioners Board of Adjustment May include Garfield County Road and Bridge Departments Fire Protection District, Garfield County DesIgnated Engineer, City of Glenwood Springs, Garfield County Vegetation Management, and Division of water Resources_ VI. APPLICATION REVIEW FEES a. Planning Reviei Fees: S 254.00 h. Referral Agency Fees: TRO — consulting engineer/civil engineer fees c. Total Deposit: $ 250.00 (additional hours are billed at $414.50 /hour 4 Page: 22 Generai Application Pmeessing The foregoing al rnmary is advisory In nature only and is not binding on the County. The summary is based on current zoo lag, which is subject to change in the futurer and upon factual representations that may or may not be accurate. This summary does not create a iegal or vested right. The summary is valid fora six month periodr after which an update should be requested. The Applicant is advised that the Application submittal once accepted by the County becomes public information and will be available (including electronically for review by the public_ Proprietary information can be redacted from documents prior to submittal_ Pre -application SumntiarvPrepared hv: C Jgkt aur May 1, 2018 Claire Dalby, Planner Date 5 Page: 23 la - Garfield C rltj .,Fr Admininfari+ill FNMA,w Pr ca EU (94C1i4n 4- W03) 1 3{■p 1: P.t.-lMh7dk#JenCenkienfe •r y br waived bl PNrclar • tpp's�k Lw 4 mcrsiFs is xm�i ■pplirilbr+ Step 2: J4ppl:calian Submittal Seep I: Campletenes%REVlew • 70 bnlriss Cres 9a reef m • 1 D..T l+ca,1Sddrw ra ranioy duhclrnefas Slrp 4: Sc date OecIslon drte aro Pray OF Notice glided ID ad p t rn L pi ser ty a,r err n within NO fret end m x er a l owners st learn S5tl•}4 Nem to.3.(mancste • :1 i& • G4nwnant Qat. Step &; Freluraan by Cirri. Ir Slee 1: I ffeivr f• Ort€i•+Oh * Call. up 4erlod •wain l0 dam Durrtoes decision Mgphca nt hai } ya4r ELS condllrxss pi appgrah Page: 24 MEMO RANUUM TO: staff PROM; County Attorney's OftTee DATE; Iww 24, 2014 RE; Mineral isteeesiResejrdln Mineral interests may be severed from 3urfacc right inientits in real property. CUOMO rcVised gunge. 24-65.5-] 03 requires natifiration SG Thine -re owners when a isndowrrer applies for a land u s: designation by a k ] ggv mmert6 At: such, the landowner must reaeurch the -urrcat owners o f mineral interests for the prapey- The Gatlitid Co'QTlr Lund Use and Development Cede or 2013 ("L1JDC") Section 4- 14](E)(1)(b)(4} requires wrinco notice to owners of mineral interests in the Ste ct property's such owners can be identified thnn* the records in the office of the Clerk and Recorder or Assessor, or tkroviih other means. - It is eans." Itis the duty aisle appIicsnl pu notify mineral interest owners- The following is a suggested pwieexs to reteurch mineral interests; 1. Review rite current ownership deed for the property (i,e. Warranty Deeds Seip) Warranty. Quit Claim Deed or Bargain and Sale deed—NOT a deep of' least), The avanerEtip deed is u9ua21y one OT 1Wo pages. Is there a reservation of miaorak iMcresis om the ownership 40:117 Aro there .any esccp'.ions ra title? A deed easy include a Ii sL of reSerini tis that reference mineral owners or oil and las Ieases. 2- Review yOUr title irtEruance pttiey- An there exceptions to tide listed under Schedule B- 11? 1150,ttview For mineral iouenestsdolt were reserved and Oil and gas leases, 3. Check with die Assessor's office to determine ifs mineral [Menet has been aeserwed from the subject property- Tile fi is office ro looser documents She refiners& resrtva1io0 owsxrship 110 its tour roll retards micas ownet94ip has Gam pro' There are pnry S lirrti4ed number of mineral nv4ners vino have prodded such iofornmtiou to the mseassor`s caw sa this may riot pro itre any inf'orrnutivn, dcpeoding WI prier grvpsrrg7- Page: 25 MEMO Jwte 24, 1414 Page 2 Research the legal description of the se~lrjecL property with the Clerk omd Recorder's computer. You eon xcarclr rhe 5cerian, Township, and Rams of the subjecu proparl}-, You may line] deeds for mineral interest; far rho *vivo properly. S. Research v.irearer a Notice of Mineral F,si a Ownership was filed for the subject property. On the Clerk and Re urder-a computer, search under Film fon the right hand sick of die $ereert}, (JeacraJ I ecordtags, Notice of Mineral I:,atate Ownership for the S ubject property. 6. ]f you Crud mineral interest /miler! as reserwa'ions on yoarr deed. listd in your litic IISWnce pa]iex. from tkra Aa Sstsr-s records or the Ckrk uzi4 Recorder's computer, you n eed let determine %teyller these rniiwi I ihlcreses +VC Innsferrcd by decd rub/ recorded in Lk Clerk and Ree. rdcr'$ 411ree, 7, Eger the name of the mineral inievesi owner as the Grunlar in [In Cleric and Rcarrder'$ computer ld rCee if the mineral it LCre-A was transferred. rf you End a uansfcr clew, your cited 11.1 repaid this process is follow any rimier of the mineral irltereryl Io presenr day.. Include o dcsctiptinm of your Mealdl picas in your appl ieatian and the narnc(si and addre (eej of the current mineral interk i owner(s). Mineral interest reseerell can be a di fftsul L and time ca)n.911111irs, process. If you are unship pn determine mineral rights ownership by yaursol f. consider hiring an dhom or Landman. Anameys and landmer speeiaJikr m dcrormining mineral righa nm.ierfhip, but they o!Urge a I'ee for their services. Page: 26 Appendix 4 — Behm Design Plan 1700-5 fffff1,1 igri 14r 1 wTTTTjffi xx4T�yxaTx v xxxx�w ,g i trE ;22li .,trot giOnffORRR 99a w'41 ;1 sr g; �7� as 33 a aaNgd�G$�$$g� a ; s ti!I1UIihuIi:Hiiiji,1 all as ! Pii1M ii 4 11411:1 gree 1111 4 19999 a lay II 55 444 "41-1 1A g" "Ne fmi OXIRIGHT HM1 P!>* 1 g I"1 mu r�i.e pal. I. -Meal -II View in il.-, Inn'' "�'" ""'"" �'' URI DEIGN It 1700-5 a �eo�mern w*WIE COM BRIM DESIGN BIJICDING f PLANS f IA Dole Page: 27 6 C CCPIRIGIR BEIM • 26'x' q�•tr 59' O 144. ,1 9- 5 -1111--- l ----- a r -L c alb 1>H 3a -d 1 •I ri —w - I j--- a LVL fbr_ 3,1.2x 1I-IMLVL141r MGR 81 1112' . GARAGE ELCEL 7•-7 112' 12 e ✓ 1 __ -4. • C = 11 7 "�' 1 a MTCM& FIRST FLOOR PLAN SECOND FLOOR PLAN COMM: u@ nM140 1700- 1 �6 Y/VFRI181I24-COiM BE�H�M�+ir DESIGN • num IS BUILDING •• \ PIANS Page: 28 0 2 § z )` r . . . . _i, |7i §|'\|§ g[|,.81 F .,. ®m � 1-/ ` \|�§§ ii n ;) E _z §! y @, ,� IRVZ !\;\\ ,!E[ WF -• C. 135 R4 ED §� §}L74 1 . . t z� !Li- 3' ~R000, -. -. \. , ~ . '1701:1-5a�G^■W Oft w e ,L Page: 29 Silincomens UN DATION PL ...14 m_Eoj ,DUE __ & - _s eERM DESIGNND \. . '1701:1-5a�G^■W Page: 29 MIME EMEIMMEN• 11 111 Li� a I - KIN moimmaibuTA !■ii ' If■ � 11§15555 dg 2d' 6.6. N.M. 61.16 0 Ly T r W "y��� � stISExcar 14 ku l]Fli44AIN[P1A N 01055-5EC'TPON oEMare° KANMA 17005 Flab W&�.( "LL BEI -IM DESIGN BUILDING PLANS AdUlk CR? •Q W Page: 30 Second Floor Proposed Floorplan Design • • I]. INTERIOR IOR %ALL S ARE E NON -BERM ]G, 1:3611,I ] LT\•'ISLD • L T[ IC)R W'.NLLS ,ARI: 4 Ii , WEID %FLIT 12 6 .AS 'OPTIONAL L • ]..IV \C E AIIPMENT .MAY RL: LOCATED IN GROLI 1D LEVEL SPACE NOTE: PLUMBLNG IS LOCATED ALONG BACK WALL FOR ECONOMY INT •P4 - ALTER NATE APARTMENT IN LOFT FLOOR PLAN (INCLUDED WITH PLAN SET) IL..J x,11 DESIGN [LAN#1700-5 Page: 31 Appendix 5 — Improvement Location Certificate 1 A a x i m X, a a a C ripO n T m Q m —1 7, m w" r m4 v n N gaF a R ✓ n 4z z 70 44 -I 4 n N b NOW m Gui wvcwc[« NIRIOVIIIYR ACAT/M CITTPCATI LOTS -PARAHRIILLRANCH ...FIELD COUNT, Cal..01,4E. 0 HIGH COUNTRY ENGINEERING INC 3117 IRAN "Yr.. STE ICE 01413 I wion�mWNW &ICENG,COM Page: 32 Proposed ADU Location ACCESS Ae iJBurr— ASEMENI ND- 502929 SO' 1MOE ACCESS & unLJrr EASEMENT RECEP11ON NO. 502929 Farannyll Ranch Riad SEC 9 rouND #5 REAR 108505' 15%w 4 gin `\ \ k \\ .J •x ' \ .4} l '; 0 - �{ ROADWAY 11.3 f\". IIII ky \ FOUR hill F \ RETAINING ..O1 \ \t \\ 15' NUE EASEMENT •' ti;% y - �'}" UNPERGREIGND PIPELINE `+ f ^'? MC PLPIELINE I-% II MGM E SPRING C;;? ..i DIP.' o1JTs %; ']6 0 AERP IICN NEI. 709195 i \\ a CRETE ' �� ► A Y1 ', \ ✓C PFD uay. 1 i t \ Proposed ADU y 1 V- • •t' APRONN vomomir FA F PANEL CN GATED 0014Jki\\\ 1 eCUP + )‘• i� 6wLA4NC E71rELOPE� RECEPTION NO. 502929 ; j1 \\\ r1 SEC 10 + E1ffrEbc 1RAlI5FCPoR. s oayCi+FTE ! F TELEPHONE PEREV LLS l IFJG f Page: 33 E30k ._ �•-- �� Appendix 6 - HOA Architectural Committee Approval Letter April 27, 2018 Dear Randy, The Architectural Committee of the Faranhyll Ranch Homeowners Association has reviewed and approved the plan you submitted entitled, "Behm Design Plan #1700-5". Best wishes with your project. It will make a fine addition to your home and Faranhyll Ranch. Best regards, Bill Williams President Faranhyll Ranch H.O.A. 1 Page: 34 Appendix 7 — Area, Vicinity and Development Plans & Maps 1CGarfield County Garfield County Land Explorer Garfield County, Colorado Garfield County Land Explorer Printed by Web User 1 inch = 376 feet 1 inch = 0.07 miles 0.05 0,1 o x Mies Garfield County Colorado Garfield county v+ww.garfield-county.rom Colorado Disclaimer ffi, Mt.,.x'hey apyee�In the G alleldCow, Offices affect Ind the area M nam. iddra s xing is m he used only for re. re ace pvpese sand the rauntyh net se. m tide la ary tea, wanes herein m adned_ © Copyright Garfield County, Colorado 1 Ail Rights Reserved Panted: 4/301201e at 1:40:32 PM Page: 35 Sift �a La 43!11' Fyp} k xi—Os—AY SyEwT AS RECURIXD IN KKK JOQ. P.14£ .47 3d A¢X-9S vTk1Tf CA3 ItNT Por 111.E OWL SSS PARCEL 12 38"001 Aa. 51ER PUH EASCHQiT r5 RECCROED FM 514. olAlt RECFFTICH IID. 241471 f4orli J sfc. az r s/ 3rse r . 4 F1Erxho t 2P tl7 SI C(1. .DT 1 XJI• L 149.17. 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PARCEL 1 & 4 CR, 136.54 N 00'45'5." W 9 100.00 L PARCEL 1CR SRS 35.755 Ac.± 5 89'41'26" £ 850.02 LOT 1 `v SEC. 10 0 PARCEL 12 36.001 Ac.± WATER PIPELINE EASEMENT AS RECORDED IN BOOK 396, PAGE 83 RECEPTION NO. 241479 P.O.B. PARCEL 3 TIE FROM E 1/4 SEC. 9: N 76'26'34' E / 399.44' °• N 7017'47" E i, 60.00 P.O.B. PARCEL 12 TIE FROM E 1 4 SEC. 9: S 78'03'06" E _ 537 02' _ N 86'52'44" E 1065.0 S 8977'07" 802.90 LOT 3 EAST QUARTER SEC. 9 CORNER OF SECTION 9 \ y\. SEE DETAIL B 70 V- Z o OT iO• SEC. L 104 8 \ \4 \w %\t FOUR MILE ROAD \. COUNTY ROAD 117 a.. 2143.24' NW1/4SE1/4 SEC. 9 PARCEL 3 36.401 Ac.± PARCEL 2 35.001 Ac.± 68.081 Act N 8876'48 E 1957.61' P.O.B. PARCEL 4 �`?:;, o 1E FROM 1 4 60' ACCESS o SEC. 9: S 43'17'05' W &UTILITY • 1 \\ \ r 1178.20' EASEMENT , \ `r PARCEL 4 \\� \ SEc 0 m 35.504 Ac.± � VA� 0 I LOT 5 -i1 \� N S 883648 W SEC. 9 ( „_I \\\`� z - - A\ CI 0 b'dAN LD AR&r6‘E 876.02' N19.30'�" 1292.45' 1/16TH CORNER SE 1/16TH CORNER SECTION 9 SECTION 9 M I \\ PARCEL 5 SW1/45E1/4 SEC. 9 M r> -.4m -I mm -I D 171 -I N r Z A r Z n D Wm- mD- m A"0 0V) m00) ZDn-1 Dm CO 0 -I A m A- (n • - m - -ono 0 0 (Ai�omm mom m W mDA -<C< O (n- K n-^mj rm- - Z 0 Ki >2(0 z O W m- z -i - Z V) O(nm 0 2 0 (0V1 -10(/) Om corm -100 m Z- c r-23 (AD (nm 171171 Ommm-1 00z KJO D23M D m - -1O>< -in-0 m - -1-IZ 0D V) m O z-1 D)ADO-1 0 0 Gz mon <-10 Zm�_ K IZ A1T10 J m W A m CO 0 0 -.AD P1 -1A D 0 W V) A- Z O O D D 3 N r A Z-Im -prim - (_0 z Z O m-1 Om S -I-V) -'00 w Z Z O" toKc 003>C0 m 2 (DMZ 7z0-0 • -1 000r K- W 7R- -< MZ (oz z 0>--.1 n -1 O W m A - 00 -1-1 OW Z01 ---02 Dco V)D 00(4-1<- AD Oco M A 00 D m ON V) 0 n 0 -im -10 0=W 0 A -r (nm m - O 0- DA 0 m : CO A N -2-I CD D -D -10-< ZWmA N� ZDI m- -< O0Z MD 0130-DM OMO OM WC -IN '10012010) C D :* - m D MC A A m m 0 (n-Imm <-1m0 m m Z Z C- m0120 • m mm WO 0A -I -i -Zi2 MO� m 01=11 N r m W 0 A Z Z OmOA MA V) MAC A D 0 m N -I A -1 -10w 02< Z m- Am ommm MOM D D-< Az < two) > 0> 0 ' -DI V) - (/1 Arm -00 -nozZZ Z01D M r 0 N m m Z m r <m- COMM O A m r D A D D Z D A 0- A n Z D n m m00- 0 OO - 0 0 z m V) . Z m Z c I -1 -1 G) Z V) - A (O CO -I A- Z - - m 0 -<m 0 n Om 00r-1 -i 000c - r A z O O O m00-2 Z 2101 - Z V ) 7 0-10- N 89'54_18" E SOUTH QUARTER CORNER SECTION 9 (4 0 N3 0 m NW1/4NE1/4 SEC. 16 m Iw EAST 1/16TH CORNER SEC. 9 & SEC. 16 CO 01 co N SE COR. \\ m LOT 4 9/ \)&c\ - _. �M�\@1N \X� \C10 v(7v %, \\\C9 85.91' /" 8's i\ F- A 111dii 11\ g g 1-11`,11)1 toh 3gd� . 0 . . 578.41,m W IW.) 60.00' ro . N 8927'31" E 199.47' 12A� (r m o \M 72bS1j. � 10 • LOT8 )oa20. N \ R' g84 �3. � ./ ,,6655�, W�.y / ,Y SEC.104 v 0 LOT /�' FACILITY PARCEL 5 " \ sm. 9 / 1;g ENVELOPE V <-3 S 01'02'4§' E ,." PARCEL 11 / /,. 219.27 "' } �...., . \o. //' P.O.B...\ r -6 2 / /j ; ti �` r \ Co / \\ N 89'48'29' E 1130.84' -CrA �•f �� N 89'48 29 E, ,,, 1530 00 ( r1 Wd+i \ -.i SEC?16 \ / I 4SOUTHEAST? t ...T r 4� 4\\\.(� \1\ CORNER NORTH SEC. 15 LR12 R1 CORNER 4 CORNER O� v /._.r•r ,� /._,, v ,.: >' LOT 2 ,- l \v A "'- ,� W mo SECTION 9 SEC. 15 , �� \\\?, {D11 o e Q0 ' CR1 /� I I W � v,l i v.� , )wee,... i6 46 \ 1 m J LOT 7 SEC. 10 PARCEL 11 39.119 Ac.± 25' SETBACK P.O.B. PARCEL 7 NE 1/16TH CORNER SEC. 16 LOT 1 SEC. 15 LOT 5 SEC. 15 2 NN PARCEL 6-k 35.001 Ac.± 684.73 , 135.28' N 8979 46 W 820.02 7 476.64' S 89'40 20 W PARCEL 8 35.000 Ac.± SW1/4NE1/4 SEC. 16 PARCEL 9 41.211 Ac.± SEC. 16 AC1 N 8937'59" E 463.59' NW1/45E1/4 SEC. 16 S89180 W E -C 1/16TH COR. SEC. 16 P.O.B. PARCEL 9 & 10 1277.77 EAST QUARTER CORNER SEC. 16 P.O.B. PARCEL 6 S 89'42'41" W 166.13' PARCEL 10 37.433 Ac.± -DELANY ACCESS ROAD SE 1/16TH S -C 1/16TH ) " COR. SEC. 16 COR. SEC. 16 7 S 8915'50" W 1301.00' P110 1 0053-4-------'--00 -N0(0WJW(nAWN-40(00 0 1 0101010101010101010101 0 0 0 0 0 0 0 0 0 0 0 m m 1 EC7 0 000000-AA7o23772:1Z221-`-'-'-"-000000000000000 WW44W.5)-OOW.10101A 0 m m m m 0 Z 0 0.0 0 0 0 0 L457 0 0 0 cm 0 0 W53-0(DWJW01 0 0 0 Wo--'01AWN-° >>>> D CURVE } 107.273' -_167.273' W O O O J_ 252.94'_ ON CO W W (0 J A N W L_ 218.63' 287.05' 136.27' J -`Co A N CO (n W ]_ 200.22'__ a A-' A (0 (0. CO -a 1020.60' (dA O-' (n(0 N W a N 598.20' 115.08' 292.41' 228.04' 137.27' 100.00' 100.00' -e-' 0 OO 0 0 O 0I 0 100.00' 100.00' 100.00' ,00'001. 100.00' 100.00' 107.27' 235.89'.__) ((0. a (D A 0 1577.32'__) W (E 0 COI 3400.59' 2322.63' 2262.63' 3460.59' J' O A 01 CO 253.17' a (n(0 NNW (0 (0 (0 (0 CA a -' -4 295.89 295.89' 0) A A A. 0 284.08'_ 192.92'__1 N 0010 tn. W'W IN) 0)D -' A C N W J'OI p0. (n W'W CO • "0-'04--' N 0)0 J (0O . (n:.aNON-'009N0 _. . (0(0 00-4000/J0 . . -,�� W . (Al . W . W -4 -'(O-' . (ONN . . 126.08' 158.03' A ((.4 J N 166.17' N W ON NN 010.1 f0 135.58' 125.12' (0 J . 0A (n (A W . -' 105.73' (n (0 W 185.68' 0(0 J01(0 W A0) Co W (n ] 108.25' 25.71' 01 0 N (n 137.26' 01 . '0 00t(n-' 0.001 W . N 0153 NA W . W W CO . N W 4.16_.48' A-`-' 0 (n N(0? *010) 0'W COA 143.75' 174.78' 106.24' (0"4040-O4. (0 W (OAAOJ W U W' . (DN00 -'CON . -+N . (n . -01 a W . N 01 . CO W. LENGTH 9.829 143.479' --P-0 W 0)'01JJO. O1N01010 VIW WO.. J 70.50' 177.58' JAM 00:(O*0(0 00(O 00M JJ N-" ON ]260.87' 00a WWW -NO-4.0-'00D WW *0001-`0 JWW (OAONCON 01 0-'0 CD 1133.65' A W Ja-`-'. N W W W W -'-'(D W ON -'N W O(0010 W JW J W N. 010 W? W 126.55' 001 100 ON COM 1208.80' ,203.16' J(OJ0010-`-'..W 00 W OWJW0)W-'W J W C000 W ' (O (OW WW CD 70.42' a -J00 NO*W'J J. (n: JW -' TANGENT [ J128.084' 1 84.161' N000W 00A0(0 W 01NaaN-' NON(nO W W N Ot:N N(nONOA W W JN O(O-'-' W W W W NO W' 157.87' 396.62' 0 W 0 J r 228.81' W (04N 00401 aNCD W N W 95.04' WO 000 (‚301(0 100101' 160.13' 0103(004 "40100. W *MO JJA 25.64' * (0 J'. W' 128.08' 00 -"0 OA Oa 252.28' 1 324.10') W' W C11 N' 415.92' 404.70' 140.97' 193.45' A 0` W 165.43' 100.55' 1 (0N 00.0 (OW JA 23.94' "101(0-'01 N "400400 0 W W- A(O W W CHORD 1 20)0)0) NA W 00100 NO MOM* rrl* 01A0 -• W *0.) --.0 - N •Li.. S 23'33'00" W (0(00)0) 010101'-J JOiOfJ N00(0 -0AJ W*-"* 001NJ 2 ) L S 2 1 •.' JS 37'14'07" W N -'010-'0 J 014>-'01A WNW N01 1. 2 0) NO J si: V) NA W 3 L U) WN 00-'-' W 1 L N -'-'-'N (OJO00 -, 2 V) N-' W A-' 1 G V) Ja"01A(000 3 mm W W W W 44- W N 000 000 W m*`** 0O -A W '0ACON W 3 N W W A W Vi. 0A 0(n (0) O-' 1 mm 0) 1 M "9£,0Z.OZ NI 0) JN 00 -'0-1>00a (P01 00 MO 1- mm Z N IN 67°07'23" E 220)0)0) 0)-0-` W(A(0J 00000 NN 0"410040) 1. mmmm`2`L -ON 444 N W „00, L2.ZL_-� 22222 -'a-Na W -'NN JJNNA ANN 04.014>N 1 N 1- `L W O (nN -"O 3 '{rL.. W 1 1 S 16'54'24" El (A Na* O0O 01014> NAW a0-* *(O-" 1 mm 0) 1 0) 1 * S 57'16'28" WI (1)0)2 0440 J -` 0000 NR) WNW S W W S L J N S 07'25`25"E) Z 10014 O O -"A0 O-'* 001(0 444 mP1 V) A(0 A0 0) S 33°57'35"W] N - 4>0) 0> (nM AZ NO 4 JN W -'0O1 0101004-'0' ANON -'0040I0)'-4 - (0(00 AN 1 W 1 0- W AW -'W W' _ J 23'37'38" N0104(0N JA NAONAOA AN(0C0(0 WN(nNO0A-N (0(0000-'J 1- W 1 JJO 1 W (OONNN 4 JOWO W 00-` W W 1 OA00 N 1--- W W NA01 NA N01 001 OO ] 26'33'57" I W -'000 N OOJAN 0040110000 .. AN0000 W-WNNO N -_ -•A S W W s W(n W N-' 1- O 1 28'24'27" W0 W 040**a W W-' (00'00-'('3--00040) 1 NA -' 1 aNJ W W W J W 1 (ANO(0NNO W AA 1-.. x-'000' N'(J1-' A-'0000. -'N W W 3 N- ON 10'15'42" 0 '0 N 0 0 W 1 01'34'27" 04100-0001'30040'. N01 WNN-' aNNOMMMOOON N (fl 11, W W W 4111414 W (n-'aAW W AANJOOJ'. W NN W W OAJ N-'O(n NO O 3- W: W: DELTA DES. 0 N N r m N (O N Na Na o 1:7;1 n o FARMHYLL RANCH 4 MILE WILLIAM AND KATHY WILLIAMS 5015 CO ROAD NO. GLENWOOD SPRINGS, CO 81601 /GH OC NTRY NG/NEER/NG /NC �, HIGH COUNTRY ENGII ERING, INC. 923 COOPER AVENUE GLENWOOD SPRINGS, CO stsrn f^ PH.(970) 945-8676 FX(970) 945-2555 DES. NO. DATE REVISION BY DR. MDP CK. FWH DATE 12/20/96 F I L912 1 1 2-05 �s ./ / Jr /JJ % 9-' / r F / FJ J J r'r // - / f��JJ�'����� / / //r/�/ . J �_ �_�-- r/// r/ f(///-2�-r,l / / j /'> /'// f/ I 111 r < 6 r 4 / / / / / 1, •. i / / 11 / 1 1 12 1r 1 • !I/ 4 /2. 1 / 1 1 1 f:7 / J ,./-//.!"i-;.---r ' I /r y//.. l /7/ / / ,,/ /f' ''''./' 5- z At IL7 F—S c i� sra� rsc t= Rcp4 a, r w+ILHYLL Fwr+cw G�Sp 1-❑ C, h4TY, �1-eP-.*CQ points west ARCHITECTURE 8. LAND GROUP RI M'Po TINIEeTNUMI P.11,0%1EI6 w;E0 mlee PHfNNreAfe Page: 38 Overhead view with proposed new structure (ADU in Red) 3 -Mile Radius View 3,9 ft 5 Google Earth .1..... I Imagery Nate' 6/23/201) 39°29'02 69" N 10,2127.61" W el. 7918 R eye al[ 2,66 ft Q Page: 39 Appendix 8 — Warranty Deed 986376 12.0S/2016 02:34:55 PM Page 1 of 2 Jean AlbeTioo, CarfieE t County', Colorado Rec Fee: $16.0DDoc Fee: $89.00 eRecorded WARRANTY DEED THIS DEED, nude Ils:s 7tb dent Derrolher, 161E nouns, CAI11t .41•11}ERSO[Y REVOCABLE TRUST EMT JANUARY 3E, mi. AS SUP,SEQUENTLY MITRED AsNO RESTATED whose eddy a is 1.1.5 Mtn warn nen.:r, 04 sn1*A GRANTOR(S1. and RANDY L.SCIELUCKAND KATHRYN A SCH ROCK who. s =715w if 204 T.rott, 54i[TnL KS 6i.DES, G1Gi1TEE(SY. WIT"nssl. eat =be 12PdW1(s), far and Id Cdhee.ririin Mlle l.aaf EMIT JI1 D HD NLYSTY THOUSAND AND 'um POJ2AISS {SrmV,PPO.OP), the raeoipe mad su8kienq of nhlch is may drinaanengiti, IWF idles 4, ba,geineJ, ec[d and. convoyed, and by rho c sinews dna grene, bargain, Nell convey add conPsm wile. 1!Ic ple5x„ grandees heirs and ensign forson, Did Li to semg In mermen But IN JOINT TEN AJ CY, a1I eha real property, togetisa iepreeeeenhe_ If trey. aYoatt, lying told being in 16e Cosa of GFrikM ono suds 6f Lukradp, idetrgitied d}Lbllthk PPP LEGAL DESCRIPTION SEE EiiIBIT ^An ATTACHED ]MERE° AFP FQRMAiC A PARI HFR1i612 also known bl'nree aadn ri r#J: SS PifwlylU Me& RFd Gin—old spriegsi eo el641 TOGEIFIE1ii olds al1 fed similar The ha Jimmentn and apromentinces drernsap bnIrmprg_ or es Anri,l,c 9ppianIIAing int ten...iniM end sortation, amnaindic Tod reigaidderd, r*v'ti, la6gn-0Od wells Meant and dl The N OLL rigit, Idle, intend, tthe trine, either in law ur expiry, o[ in and to the aline beryehwd Parolee, n+dh rhe Seralarlara is nal iprn,Hr,haocoi, TO HAVE AND TO /RAM The gold prercreen *re M OONA ale Jeimbd4 with He a➢prlenaacn, who rI1e gime. Etas Leh Aid ifi:l ilia Kfeyer. TUC Kraater, fir the vivito, granloes heir -s, end yvprul M/e5e00:11hlY6, doea W,<akTl, bargain cad 1grrn ra .n with the grantee, gtfaAee5 herd rad resitta, Ran ni thr tiara of the more]ing and deli+er/ of these present. grantor is wN1 nixedpt Pf moniNal sia•a scannet has pond sta. pecfest atxdutc and indefvsiblo esth of inheritance, in ion, fp &a sinpI . and hn gond Tie% ids pmol ani I n =bout./ +n pins horknin, eKl and 'e•? the sine is manner erne form as c/Aresaid. and die nee sure s<e frac hd e1e1e itphn AJI forma add other gradr4 hvrg1illne rale; Them rum, nits:mans, me4rdrewna 8a1 rtAgSlism of n haieyer kind se nahra meter, aTseari gunnel 1p5ee Re the selene and eubocquent years, and except mantis, cnsenerdt c mdltanf, both or YWlaliafd, ierd rights ofway of,eooni.;fam. The grantor shall end 41 WARRANT AND KIRCYSR DEFErm rhe ebore.hergamed premise! Il the AuieT rlyd reecesoik polfeiiLotl if the grlEfdt'!, p18h1et4 Ming and ams, egeon all and every pawn 4rpleXte 1.81.4ay n1Wfl sig the oliole ee any Fart thereof. 7ht iiegala- climber shall include tha plena], the Tara theiim n% nod 1hs fee ofeny gender shill he aKdirahk m on ami 1Y WITNESS W1DTEROE. the gr.nl.r bra wowed this dud on dor dote era forth above. Goal Merlon. Fohik Trait :eeedJeocery 3b. MC I. en xiInsgwwrly nee and resniod dadefERT DIOUF Sew nd cwaado County f (1.rfi l The foregoing 'n� ens eel gwiedgx1 suhsoriaad IAA swot. to berme me ml, rlh deg of Lkatmbet, WEE 6y C;61511- Aedcraen, Trustee of Gat IL Amkrm a ReweeMe Trost 4Phoi duo*? 3s, E61, as wbsepeeoly smelled and related I�Cu Commission Eraee6 MMJR4 L. SCH9=URICFk NOTARY POOP STATE OF C440RADO NOTaRV IG k19P7hdOi94i CwhrrHt✓an si1 Z6!T G eatu w..auurr raa_Td„s,tr Wihlta.[7 Hand eoi Officio; kind Now). Public FA,I1LE COMPANY 000446 Page: 40 5B6376 12+0912015 02:34:55 PtiM Page 2 of 2 Jean Ansel I. Garfield County. CvloraclQ Reg F; $1$.40 Doc Fee: $89.00 eRecorded )E.x.iiiDIT "A" Atmeliod ward 6xrm og a parr of WARRANTY DEED beloar. IJRANTOR: CAM H. ANDERSON REYUUABLS TRUST DATED JANUARY 30, 20,41 AS SI16S6#UENTLY M1E.L£D AND RES'IATF,U BRANT : RANDY L. SCHROCK AND irsArl3RYN A. SCIIROC'K LEGAL DESCRIPTION 1parcel aflindAblated Ento1 3and ! jf5.r1i m1 ID Lt 7 uf Serllen awl lo Lott 42,5,1 5ed5u1Sed=um 15, Township T $nuth, k•age 8y' Qat 6f the 6th Prim:tint Meridian, County 4f GnrneLL Slats 4t Colorado, said panel oflead bens; mare p.rticulerly dracribedas follows: CeaumeaPos 41111sEast Quarter Coml. or SectEo. 9; thence North 76"36'34" East349.44 RIO to a po=ol on Ent Westerly HOC away of Copal]: Ruud 1 j 7, lde Tree Point -of Beglositto taeacr Ieari.e sale] W sleiiy tight s4 y North 7I 17'47" East 61.00 fee! eon 7wint on the Esuccrky rigiit od way of as Id Conaty Reed 117; °tomSo.lb 19'42'D' Fast alma nald Easterly right of wqy Ta6,49 Levu, laenetlearite said Easterly right o[way N4rlh 81'37•1)r' E 3aE 513,91 feet res point gel tip. [loud!, Ii■euf Tat 4 of said Statin 101 Menet Scheib 00032'1=" Raaf ikaat field rk$ter]y Moe TQrippf tt; ]bents inNinj raid 88°36'48'',Nat 2143.21 feel: thence North 11°4817' Wtil 711.T5 Teti: thence Nora -Wm: 4' East •$$S.0$ feet Me point on the Norinreiliey line 6f ■ WA@ foutwldt =wets egaelarot; lhe.cs Arth 554°44'4 East dons said 7'iorsbwestorly Wt 113.83 twit mote con[rsnilt 2516.E said Northwesterly Ilei along ties arc of at,rrlee to the len Imelaga redlua of 107-1.7 feet, a centre] musk of /3.1.4.61- and a distance of 137.2$ fact (CYmrdl bars Norm 13°11'16" East 138.11 fret) !a the /me Point of Begimming. Subl«'t =sand la=elher xiW a 61116 fu4l aids!CctMS god utility easement and subject et and teaelher with a 30.06 NV.991144 64Ns6s➢t Aa SI Wink 80 the map 6l1rtli nhyEl Ranch. Ca.mt oFGa]- th.I Stast of Cgyrnd4. alta Imownbi avast sad awubee as: 35 Faruahyll Ramal Rood, Glenwood Sprlhg, 0481601 Page: 41 Appendix 9 — Surrounding Land Owners Garfield County Land Explorer Parcel Physical Address Omer Account Num Mailing Address 239509100130 251 BLACK DIAMOND MINE RD GLENWOOD SPRI NGS FIFER, ROBERT SCOTT 6 DEBDRAH KAY R081001 251 BLACK DIAMOND MI N E ROAD GLENWOOD SPRINGS, CO 018011 239509440131 Nol available GLENWOOD. SPRINGS OCR LLC O 081002 0251 BLACK DIAMOND MINE RD GLENWOOD SPRINGS, CO 01 801 239519200141 215 125 COUNTY RU GLENWOOD SPRINGS L ISTER, STEPHEN J STEPHANIE R 0081012 302 HILLCREST DRIVE, APT 101 DURANGO, CO 01391 239511300132 55 FARAN HYLL RANCH RD GLENWOOD SPRI NGS SCHROCK, RANDY L KATHRYN A O 081103 55 FARANHYLL RANCH ROAD GLENWOOD SPRINGS, CO 01 801 239510300133 516 FARAHHYLL RANCH RD GLENWOOD SPRINGS JAFFREY. IRA S R081804 0585 FARANFIYLLRANICH ROAD OLEHWOOD SPRINGS, CO 01 801 239511800134 Not available GLENWOOD SPRINGS SUN DDG ENTERPRISES, LLC O 081105 844 FARANHYLL RANCH ROAD GLENWOOD SPRINGS, CO 01801 239511409150 Not available GLENWOOD SPRINGS SFR N GR IDGE RESERVE HOMEOWNERS ASSOCIATION R042850 PO BOX 1330 GLENWOOD SPRINGS, CO 01 802 ROW Not available null Page: 42 Appendix 10 —Topography and Soil Maps Page: 43 Page: 44 MAP INFORMATION MAP LEGEND Warning: Soil Map may not be valid at this scale. 'a n - C (j NO 67 ? as E = Cc 0 2-7 L9 E c E c E o o c) w 2 a> a 3 N (60 2- L _ ° C N E N 9 CD .L_. p O N _ C C 0 O L v y-0 a� .0 0 0 N - E E OF L C N O 0 C C l9 a1 N rn E 8 b-§ nJ N d 61 c '0)cU E _ 8 w N Very Stony Spot Soil Map Unit Polygons n o L >s O Soil Map Unit Lines Special Line Features o d m co m E m m o tr°p_ a ° � a 2 2 5 O a L 14 5 N= C co 0 0) E. aco .. w N 2 rnE r Q -.. 0 O C ^ o 9 2 ) 7 C0] '°O E vro Oi O 0 0 a N m r 0 f0 7 y co O 0 0 N . (n L L G R Q N O N a) CJ yin Z U a LE Na N O d N v .1 j@ Q 0 NN a y L d,- y E o w m a o m O E' o m L 3 N L m co E 9) (0 0 6) Q U y O QL) O u O 9) E N U 0 O) >• 0 (� 0 ._ y C 0 Q .. vi co N U C7 Q) �.. N C O Q Ip a a E C ° N 9a) E C U O Q. > N t E co N o N 2 .O 0 C E0 0 T o a0 v o o E 9) 9 7 N U O m ,� a ( U CO d N L 9) (6 co r_e cn TE, °) Z o an �? yY'� a oma U rE -0 f0 0 Q Q 8 c O N Q -n 0 0 O N O ._ co Z �:1, m m° m •°� m m m `m m a'mw c 0� g o c a o Q m4o- m .� oa a m >E ��y Ec c;o o.` .moo '� o 'a) Q0a5 •- 2 cu °'oc ooma�im DO ZC7Q 0.0 (' ra o N 7 f0 > 7 T I0 0 d) a d �' 07 co N ° 69 'a O_ .2 P O- N u) N O E Ci r0 o a 01 C N d o 6) o 0 O N V = 'O m 7 'O u0% f6 N r E (° a E u)50 � o_a< (a F o 7)w U) cn,- ❑csi F e E w _N y @ A G U v a' m m = 0) m w d -%''''' 0 E m 'o d(0 y fY p co N E 71 o o: D 1 47d LL 0 caI 1 $ r Closed Depression a N O Gravelly Spot Local Roads L d (0 rn 0 t a 76 jl Miscellaneous Water Rock Outcrop Severely Eroded Spot Page: 45 Page: 46 Map Unit Symbol Map Unit Name Acres in AOI Percent of AO1 4 Acree loam, 6 to 12 percent slopes 34.6 39.6% 12 Arle-Ansari-Rock outcrop complex, 12 to 50 percent slopes 11.9 13.7% 42 Fluvaquents, 0 to 10 percent slopes 13.4 15.4% 64 Jerry loam, 25 to 65 percent slopes 3.5 4.0% 95 Showalter-Morval complex, 15 to 25 percent slopes 4.0 4.6% 104 Torriorthents-Camborthids- Rock outcrop complex, 6 to 65 percent 19.7 22.6% Totals for Area of Interest 87.2 100.0% Page: 46 Appendix 11— Wastewater/Septic Design Plans & Documents ALL I 33 FUr'�heel drive Rd CarharodaIa,CO &ld23 47x304-5354 April 20, 2018 Project No_ 01374 Randy Schrock m ait(jrsc1i rock .com Septic Tank Design 2 -Bedroom Residence - 1 -Bedrooms Additional ❑welting Licit (ADVO 55 Faranhyli Ranch Road Garfield County, Colorado Randy, ALL SERVICE septic, LLC has completed a septic tank design for the subject residence- The 36.401 - acre property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: 10 Township: 7 Range: 89 A FCL IN LOTS 3 & 5 OF SEC- 9, LOTS 1.5 OF SEC. 10 AKA PARCEL #3 FARANHYLL RANCH Parcel ID: 2395-103-00-132 SITE CONfITIONS A 2 -bedroom, single-family residence is currently developed on the property_ The residence is served by an existing onsite wastewater treatment system (OWTS)- The OWTS consists of a 1250 -gallon, two- compartment concrete septic tank followed by 4 rows of 6 Eljen A42 Modules- We inspected the OWTS and found it to be in good working order. Details are provided below_ GarfFetd County Septic Permit SEPT -4-14-3188 documents this system- The OWTS was sized to accommodate 3 -bedrooms. The OWTS was installed in 2014. A detached, 1 -bedroom additional dwelling unit (ADU) is proposed. A separate septic tank will be installed to serve the ADU and effluent pumped to the existing OWTS. There is a private weft located on the property. This well is located greater than 50 -feet from the proposed septic tank. EXISTING OWTS The existing OWTS was inspected on April 11, 2018 and found to be in good working order. Inlet tee outlet tee with effluent filter Page: 47 Clean out between house and septic tank Clean out DESIGN SPECIFICATIONS The existing OWTS was sized to accommodate 3 -bedrooms; therefore_ no additional capacity is necessary. However. to avoid disturbing the concrete slab in the driveway. a new septic tank will be installed to serve the proposed ADU and effluent pumped to the existing OWTS. The installation will include a new 1000 -gallon. Valley Precast concrete septic tank with an Orenco ProPak and PF30.05 pump in the second compartment. The septic tank must be set at an elevation that allows a minimum 2% fail from the house sewer line and a minimum 1% for drain back of the pump line. Floats must be set to dose approximately 80 gallons per pump cycle, allowing for approximately 9 gallons of drain back after each pump cycle_ The control panel for the pumping system must be located within line of sight of the septic tank. We recommend contracting with Valley Precast out of Buena Vista for start-up of the pumping system. The pump line will be 2.0 -inches in diameter and have a minimum 1% grade for drain back into the septic tank after each pump cycle. The pump line must wye into the existing 4 -inch diameter sewer line just before it enters the septic tank. This wye must enter the 4 -inch pipe at the high point of the pump line. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting aur office. Construction must be according to Garfield County On Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. Page: 48 Page. 3 REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shal4 be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good sal stabilizing characteristics but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs. and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA_ No heavy equipment, machinery, or materials should be placed on backfilled STAB. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running tod[et or leaky faucet can discharge hundreds of gallons of water a day and harm a STA If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The horneowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste on ly. ADDITIONAL CONSTRUCTION NOTES if design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill aver the STA must be uniform and granular with no material greater than minus 3 -inch_ INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC roust view the OWTS during construction. The OWTS observation should be performed before backfin, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation_ Page: 49 Page d LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report. ALL SERVICE septic. LLC should be notified_ All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working_ Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely. ALL SERVICE septic, LLC as-t-htAg Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, Page: 50 1,1 4' 1(f 2ff �crLl: r EXIT ING EN A.. ED WATER LINE 1001WELL ELI SETBACL ME FUN r NCE J. FLREVOIN.11111.nd 1511d Clboptlt LYi ontl}_1141 Ft, F ?T, -1O9.5.:1: WIG r.rr WI PCI F6 Villfi49 Garkid Ca. P. PrifecirW G1F1) FIAlnyal W1.0 4r.r , .12 Page: 51 s �T INJ Page: 52 $0.00 j Gaffe Ccurly C-0[M1u•5ily Diaaarimaiii 11:113 Bal Dreel Date 4e1 lurw.tl 6errlgs. CD D1601- 1 9711)94.59212 Fax {772324-3470 Pm:Oct Adkins. Pre.! No. _SEPT -4-14-3188 ?:=- hl ce; a'... Aet;ur liml.. Dire: 111/21114 Fitpo.e: 08.10112045 6.1.14.11 Toxs1.NIp TBD Farealhyll Ranch RD GLENWOOD SPRINGS, CO 239510900192 Donor rlunnrmn A81Yas. Gail And on 510 Ulmer WAY Denver CO Phona call ismjsimnis 546 Ulster WAY ElenwarCd Contraclor{s) Phone PriraryCanlraeter 513-ud lral Ayaoclakis 10715411-1147 Yid Proposed Construction F Media raw MOSbrnily &telling FEES DUE Fee Amount Sepik Fee - Me* 573.00 Total: 37aA6 Valuesion: Tread Sq Feer FEES PAO Paytype Amt rard Aml Due tree f SEPT4.14-22545 573.00 Cheek 0002 30.06 Rsquiteil InapectiO,YS: roe al•p.eypro m : 1(974)945.1377 exit 1621 InspnetYm rYR now 125 Parr Tau 61S IMPORTANT. APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A P®irfr SUBJECT TO 7HE GOHDIT10J.5 AND RESTRIGTYONS SET FORFHOH THIS AfPLICAT109r A JDT E FOLLOWING: 1. =ruY nspeCaln d Te work aulhomed by d -La ppnnt Is required. A Cmnote of 17a1L'ancF bull 6e eltlned pl. so use rd ocozoncy aP rlew buldrgs and w'uckres. Applicant Copy Tn. p.nn.PL.n ret ••p1.. by 1rnw hlWla11m rad b.ponr• nun w. 17.1 R M .wk .1J1117o. 1A M min. in Ilpl ocmrwnwtl rm. 1aa{ry. Fon IM 111. rt p.1111 inwnto w 11 IM pi out o n1.. e`aannrl ✓11111 11111ern eon IM sle • 0l plan •nbanlbr. rbo gran •>pinm obi b.e000a nub obi mltl a uly wont. nulboa. by bra perm! la norm r nbrdonntl roe .`e[ 1.m•otl no arra weak bra bawl won* by r..nnna. nnqur.d Coln1. Fnpnd.on 1..r • pr.4 a.1MI comma ism. l.fn. Friday, August 1, 2014 Page: 53 1 • P actrct Addr+u Garfield C6uMy C ffenality oe,n`lapmenr Dtf.AII lrrl Meth eth Ems! gale 461 GlvnAa.i 5prnpa, rD a1901 - Phone: 157600-9212 €a.' 571384-3476 Net Jlen Amite No. SEPT -4-143188 Permit TyplEr Septic Permit WorkClesarrce&on: Ndw Perrerrr S!e¢r s.: Atli r issue Dap: Sr?12411. Fop ros: 4S1a112015 PareW T8❑ Feral -01111 R2rnCh RD GLENI JOOU SPRINGS, CO 2SOSIOSOM32 TOJf'd'Ip Rarga arrw rYonnrlun Gail Andertie i Aden. 546 Utter WAY Denver C6 Pt.orw Call 19td)342.2P15 546 Ureter WAY Denver CO Phone Primary Conllactcr S tructu ral .dasoriatas 19J0)9isd.147 Yos Proposed Co nslruchon J DotaiJs r.ew :- D 3 164 ram!). Ca.*11Ywj FEES bUf f=ee Amount Ses4r Cee • N W Total: 37300 $7S.ne Vafusl�on: Iola/ Sq Feet: $4.84 0 F€€.5 PAJr7 Inv total Pagtypa Amt Pala ArntDuo 1rtx N SEPT.4.14.22SM 573 00 C,.ied; II CO02 5r3 0C• Woo Required Inspections: Fspn-um cell. 1(97004.5-1377 ext 1621 Inspocllan VR Sed Permit Record Building Department Copy Fridley, August 1, 201# Page: 54 2 Garfield Ctumy Comma -14 De„eppnernD larinen! 109 Bth Siccl Sutra, GlerivioxlEgrngs, CO 81601 Penne: 19T69943-8717 Fax {979}3124-M70 PrefictAildrela T13 Fara nhyII Ranch RD GLENWOOD SPRINGS, CO 6rrsr afonnatian Gail Aadnrsan permit No_ SEPT -4-14-3188 Fermi Type: S43ptIC Permit Wio-fkCfasarreamon: New Penna. Status: Active Isivao Dare: afif213141 Expires: o -F1110015 Nomad Fla _E_lea 3rsSon Township R�rAc 23061113100132 J1.61ross Mono Call S48 Ulet9r WAY Denver CO 0974)5.2215 649 Ulster WAY Denver CO Proposed Coasswnion f aat11s nem ISDS 4rx Single 1811ily NAA.g FEES DUE Fee Amount seped Fee - Ne, 873.0 Total: $73.00 Neluetlan: Treat Sul Feet 10.00 a FEES PAm Inv Falai Paytype Amt Pelt! Amt DUG km i SEEP14.14,226% 173.90 Deck M W92 173.a0_ LI3 1? a0 ca Required Inspections: 1{970}945-1377 ext 1621 moo -pion IVR S.Ue PermRiN 3ra Assessors Copy Fr1Uey, August 1, 2014 Page: 55 September 29, 2014! Rock Leonard 580 Main Street Carbondale Colorado $1623 RE: AS -BUILT., On-site Wastewater Treatment System (OWTS), Pence] 3, Faranhyll Ranch SE Project No. 14033,02, Pare] Number: 239510300132 Rock: Pursuant to County requirements, this leiter provides documentation that the new Onsite Wastewater Treatment Systems (OWTS) recently installed at the above referenced site is in compliance with the permitted designs. Sopris Engineering inspected the exeaVatiauS, SOUS, materials and the installation of the system components at various times during construction, prior to final backfilI and after all installations was complete. The OWTS constructed on site consisted of a new frcutrnentlabsorption field, septic tank, distribution piping and distribution box. The OWES was designed and built to serve the needs of the new 3 -bedroom residential structure. Sopris Engineering perforated several visits to inspect and document the as built conditions of the constructed system We have Coordinated our efforts with the earthmoving contractor that modified and constructed the new system cotnponents. The as built conditions and installation of the new OWTS components is in compliance u7tit iiarlield County Regulations and the design presented in the Sopris Fngineering design drawing, dated April 16, 20I4. An As -built OWTS record drawing is attached delineating the As -built descriptions and location of the components. As -built S stern Component Installation A new two chamber 1000 gallon concrete septic tank, two geotextile sand filter (05P) beds and a distribution box were installed within the approved activity envelope. The septic tank access openings were fitted with concrete risers and Lids at the surface. A 4" effluent filter was installed in the tank outlet sanitary tee. The tank is watertight and was set level. A cleanout is installed on the sewage Zine off the exterior wall of the residence. Treatment/Absorption field: 'The installed treatment/absorption field contains 30 In Drain =zits (model EL00924) with four GSF Tows containing 6 units per row. The l;lgen In -Drain units were placed at 4 feet on center over a I2 -inch deep filter sand layer (concrete sand) bed approximately 30 feet long by 18 feet wide. The bed has art average excavation depth of 30 to 36 inches from finish grade and was constructed level. Effluent from the septic tarok discharges to an $ port concrete distribution box, instal led with risers and access lid at the finish surface grade, Four individual distribution lines are installed to the head a€each GSF row to equally distribute effluent through the perforated distribution laterals installed on the top of each row of In -Drain units. The 4' SDR -35 lateral pipe, installed level, runs the full Length of the GSP row and is capped kvith A swept 00 degree fitting and inspection port pipe riser on each end. A 4" vertical piezometer inspection port is installed near the comer of the bed opposite the D -Box. A subsurface soil investigation was performed by HP C nteehnical and USDA soil texture method tests were performed by Sopris Engineering in the area of the new proposed secondary treatment absorption 502 Main Street • Shite A3 ❑ Carbondale, CO 81623 ❑ (970) 704-0311 0 Fax (970) 704-03T3 SOPRIS ENGIHEERIHC •LLC Page: 56 Civil consultants AS-131i1LT OWTS, Parcel 3, Faranhyll Ranch SE lob No. 14033.02 September 29,20/ 4 Page 2 fields. Three percolation test holes and one profile pits was excavated by tt backhoe approximately 8 feet deep to allow observation of the soils in the area of the proposed field. The average percolation rate was calculated to be 23 mpi. The sails below 1 to 1 in feet of topaoi ] consist of sandy clayey loam material (USDA: !nam, Soil type 2). No fres: water was encountered is the exploration pit. Groundwater levels are ,expected to be below a minimum of IC feet from the existing surface grades. The soils are suitab] a for treatmcntlabsorpEion beds. The soils in the excavations nt the sand soil intetfaue were tested by the engineer and confirmed to he consistent with the geotechnical description and characterized as loam. OWS Gperation and Maintenance Ownership of the system and responsibility for maintenance and repair will remain with the property Outer. The owner is responsible for maintaining suitable vegetative cover an the beds. The components ufthe OWS system should inspected within 30 days of being planed into operation and should been inspected and maintained hi -annually. The tank, absorptaan field end other system components should be visually inspected annually. In general, for a properly utilized system, septic tanks should be pumped Every 3 - 4 years. The effluent Biter should be cleaned annually and at the time of pumping_ Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants, Positive surface drainage away from the absorption field should be maintained. If you have any question or need arty additional information, please cal Sincerely, SOPRiS ENGINEERING, LLC Paul Rutledge Yare Y Design Engineer Principe Co: Garfield County Building Department Page: 57 Appendix 12 — Drainage and Grading Plans Culvert Draining into 4 Mile Creek Culvert Draining into 4 Mile Creek Proposed ADU (Blue) and Proposed ADU Drainage System (Green) connecting to Existing Draingage Ditch (Red) French brain into 4 Mile Cree t55 Imagery Da. '. 6.'23(201) 39^2728.45" N 107 10'22.05"'.+ elev 6506 ft eye alt 7342 ft Escavatiori for 34' x 28' stuciure DrBin;gr. ;;i_iing 9irF�icl�bdert Page: 58 -,y a X r / / % r /f 1 /r if 1' /l / / // r / // / r./I. / r/ I /. r r/ / f/ // r / / i / / 1 / / ., // / rr r // / // I i / f a i / If 1// /r rr // /r f/ S f// / I /r /I/ / / / / / / / I I / f/ / 8d /' // r/ r r I / / _I /• r /� / I / /r r 1 / r r / / / / / / / / / / r J / r /� / rr` `r r r r r r r 7.4 0 At--.:LDFF-s Di -J I� SFP�FSC.E P' -0P -Oe- s. Pa W*1-4hYIL. G/. -P�� -P CGJNTY, GtlLd P -,*o points4west ARCHITECTORE & LAND CR•O/P VOMPL ITME8 6i1 ..v.evznu .1,w nne r.nnr. n1 Page: 59 Appendix 13 — Source of Water 2 3 4 5 7 s 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3t 32 33 34 35 36 37 38 39 40 41 42 43 44 43 46 47 48 49 50 51 The primed portigns vF rhos iaM, wcsq i ;i ii4'14 uiia:Qa addiiifles. have been approved' by !IC Colarede Real Emu Commission, (5wA33-8-10) (4txnrl.Wory 1-111 THIS FORM HAS IMPORTANT LEGAL CONSEQUENCES AND THE PARTIES SHOULD CONSULT LEGAL AND TAX OR OTHER COUNSEL BEFORE SIGNING. SOURCE OF WATER ADDENDUM TO CONTRACT TO BUY AND SELL REAL ESTATE Date: April 7, 2016 1. ADDENDUM TO CONTRACT TO BUY AND SELL REAL ESTATE. This Source of Water Addendum (Addendum) is made a part of that Contract to Buy and Sell Real Estate between Seller and Buyet dated .. (Contract). for the purchase and sale of the Property known as iVo. 55 Faranhyll Ranch Rd Glenwood Springs CO 81601 Street Address City State Zip 2. SOURCE OF POTABLE WATER. Seller discloses the following information for the source of potable water far the Property: (Select and complete 1, 2 or 3 as applicable.] lA 2.1 The Propertys source of water is a Wel]. Well Permit # 281229 11 a well is the source of water for the Property, a copy of the current Well Permit 0 Is 0 Is Not attached_ ❑ 2.2 The Water Provider for the Property can be contacted at: Name: Address: Web Site; Phone No.: Q 2.3 There is neither a Well nor a Water Provider for the Property. The source of water For the Property is [describe source]; NOTE TO BUYER: SOME WATER PROVIDERS RELY, TO VARYING DEGREES, ON NONRENEWABLE GROUND WATER. YOU MAY WISH TO CONTACT YOUR PROVIDER (OR INVESTIGATE THE DESCRIBED SOURCE) TO DETERMINE THE LONG-TERM SUFFICIENCY OF THE PROVIDER'S WATER SUPPLIES. Buyer 32 1 e11er 53 Date ._-. '/71/' Bate Seller Gail R. Ar>Idersion Revocable Trust Buyer Date Date SWA3S-8-NU. SOURCE OF WATER ADDENDUM TO CONTRACT TO BUY AND SELL REAL ESTATE AT, RAM 711 Ywn 5 Hr. (npony{1 [¢ b.r:i �iiu: }tl nr7 [.7m kilsrmr Peodu¢tl wAh mpr-auniltr, apLe,,.. 1377{1Fhnnn H,. P yu. F-nxr Michpa. t&727 'fr-�4',iL4RG2L2LL Page: 60 10.1.5 Form No. (WS -25 k APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 LIC WELL PERMIT NUMBER 281229 DIV. 5 WD 38 DES. BASIN MD Lot: 3 Block: GAIL ANDERSON CIO SCOTT FIFER RESOURCE ENGIN 909 COLORADO AVENUE GLENWOOD SPRINGS, CO 81601- (970) 945-6777 PERMIT TO CONSTRUCT A WELL Filing: Subdiv: FARANHYLL RANCH APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 SW 1/4 Section 10 Township 7 S Range 89 W Sixth P.M. DISTANCES FROM SECTION LINES Ft. from Section Line Ft. from Section Line UTM COORDINATES (Meters,Zone:13,NAD83) Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 36.141 acres (36.401 acres less 0.26 acres (permit no. 169761, easement and right-of-way )) described as lot 3, Faranhyll Ranch division of land, Garfield County. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and lawns. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. 8) The issuance of this permit hereby cancels permit no. 271629. NOTE: Permit no. 169761, Sundeen Well no. 1, formally decreed as Learn Spring and Pipeline (abandoned), Division 5 Water Court case nos. 92CW229 and 81CW501, respectively, is also located on this parcel. Legal description for lot 3, Faranhyll Ranch, is a tract of land of 36.401 acres (less 0.26 acres easement and right-of-way) for permit no. 169791, recorded in book 396, page 83, Garfield County Clerk and Recorder for the Learn Spring and Pipeline (aka Sundeen Well no. 1). NOTE: Canceled permit no. 271629 was previously issued for this lot. NOTE: Parcel Identification Number (PIN): 23-2395-103-00-132 NOTE: Assessor Tax Schedule Number: R081003 (totaling 36.401 acres) APPROVED DMW Receipt No. 9503271 State Eng 7 By DATE ISSUED 07-21-2009 EXPIRATION DATE 07-21-2011 • { COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM 818, DENVER, CO 80203 ,hone - info: (303) 866-3587 main: (303) 866-3581 (303) 866-3589 http://www.water.state.co.us Office Use Only Form GWS -44 (06/2006) RECEIVED RECEIVED JUL 3 2009 JUN 3 0 vg WSTN ERESONEERs co�O 1�Ar<coUuf7CJ'xS Ate ,I#Win iqe. c.x"i°T 9s° -2-7 i'?x: ES I D E NTIAL Note: Also use this form to apply for livestock watering Water Well Permit Application Review instructions on reverse side prior to completing form. The form must be completed in black or blue ink or typed. 1. Applicant Information 6. Use Of Well (check applicable boxes) Name of applicant Gail Anderson c/o Scott Fifer Resource Engineering, Inc. See instructions to determine use(s) for which you may qualify • A. Ordinary household use in one single-family dwelling (no outside use) ►i B. Ordinary household use in 1 to 3 single-family dwellings: Number of dwellings: 1 ►Z4 Home garden/lawn irrigation, not to exceed one acre: area irrigated 1.0 • sq. ft. 0 acre o Domestic animal watering - (non-commercial) in C. Livestock watering (on farm/ranch/range/pasture) Mailing address 909 Colorado Avenue City Glenwood Springs State CO Zip code 81601 Telephone # (970) 945-6777 E-mail (optional) sfifer@resource-eng.com 2. Type Of Application (check applicable boxes) 0 Construct new well • Use existing well • Replace existing well • Change or increase use • Change source (aquifer) • Reapplication (expired permit) • Other: 7. Well Data (proposed) Maximum pumping rate 15.0 gpm Annual amount to be withdrawn 3.0 acre-feet 3. Refer To (if applicable) Total depth 400 feet Aquifer bedrock Well permit # 271629 Water Court case # 8. Water Supplier Designated Basin Determination # Well name or # Is this parcel within boundaries of a water service area? ■ YES 0 NO If yes, provide name of supplier: 4. Location Of Proposed Well 9. Type Of Sewage System County Garfield NW 1/4 of he SW 1/4 Septic tank! absorption leach field • Central system: District name: • Vault: Location sewage to be hauled to: • Other (attach copy of engineering design and report) Section 10 Township N or S 7 ■ 0 Range E or W 89 ■ @ Principal Meridian 6th Distance of well from section lines (section lines are typically not property lines) Ft. from ■ N ■ S Ft. from • E IN w For replacement wells only—distance and direction from old well to new well feet direction 10. Proposed Well Driller License #(optional): Licensed 11. Signature Of Applicant(s) Or Authorized Agent Well location address (Include City, State, Zip) • Check if well address is same as in Item 1. NOTE: Well to be located under Rule; 6.2.3 The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104 (13)(a). I have read the statements herein, know the contents thereof and state that they are true to my knowledge. Optional: GPS well location information in UTM format. GPS unit settings are as follows: Sign here (Must be original signature) / e. erect �7 4''' Y Date j g /.2 yi0q Format must be UTM ID Zone 12 or ®Zone 13 Easting: Units must be Meters Datum must be NAD83 Northing: Print name & title (j Qi SCO l 1rler A. _ 3, I.�P� fL _� LT. v i-�v ✓ 1r�C Unit must be set to true north Was GPS unit checked for above? 12 YES Remember to set Datum to NAD83 Office Use Only ' 5. Parcel On Which WeII Will Be Located (PLEASE ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL) USGS map name DWR map no. Surface elev. A. You must check and complete one of the following: r Subdivision: Name Faranhyll Ranch, Parcel 3 Receipt area only Trans Number. 3641805 7/23/2009 2:07:03 PM Pat Morrison (12) Total Trans Amt: $900.00 CHECK Check Number: 12649 C lick. ur,r i'2$9 IQ�0 Lot Block Filing/Unit ❑ County exemption (attach copy of county approval & survey): Name/# Lot # • Parcel less than 35 acres, not in a subdivision, attach a deed with metes and bounds description recorded prior to June 1, 1972, and a current deed ■ Mining claim (attach a copy of the deed or survey): Name/#WE Ca�iQ� �,, f?N f 2 3 — .z371--693 — 0c,—/32 WR CWCB 741 ?' 4 Q aQ / o P 3 (74/`,A-.1) .3 (, 5'D /'let' -e/ TOPO MYLAR SB5 DIV -5- WD 3 8 BA MD ■ Square 40 acre parcel as described in Item 4 e Parcel of 35 or more acres (attach a metes and bounds description or survey) • Other (attach metes & bounds description or survey and supporting documents) B. # of acres in parcel 36.4 C. Are you the owner of this parcel? ■ YES Kil NO (if no — see instructions) D. Will this be the only well on this parcel? • YES ►,t NO (if no — list other wells) see attached letter E. State Parcel ID# (optional): r 00! z9/Z27RESOURCE ■■■■ 11111■■■ E N G I N E E R I N G INC.% WATER COLO ,c66,'T jf"32 7 / Mr. Dwight Whitehead June 24, 2009 Colorado Division of Water Resources PO Box 396 RECEIVE Glenwood Springs CO 81602 JUL 2 3 2009 RE: Well Permit No. 271629, Faranhyll Ranch Lot 3 Dear Dwight: JUN 3 0 '09 to 1Tth rccoUURC STATE OtEtANOOD As the authorized agent for the owner of Well Permit No. 271629, Faranhyll Ranch, Lot 3, I am submitting a new well permit application to reflect two recent changes. First, the well permit should be under the name of Gail Anderson, not Don Reitz. Mr. Reitz recently passed away and his wife Gail will be responsible for the development of the well and property. Second, after meeting in the field with well driller Wayne Shelton, it is probable that the well will be constructed at a location greater than 200 feet from the location approved under Permit No. 271629. Furthermore, the new location could change slightly due to geologic conditions on site and suitable access to support the drilling rig. As a result, we ask that you approve and issue a new well permit under Rule 6.2.3. This would allow us to select the most suitable location for the well in the field just prior to actual construction. The tract of land specified under Rule 6.2.3 would be as follows: a tract of land known as Faranhyll Ranch, Lot 3, located in the NW% SW%, Section 10, Township 7 South, Range 89 West, 6th P.M. consisting of 36.401 acres less 0.26 acres for the easement and right of way for well permit No. 169761. The final location of the constructed well will be submitted to your office by the well construction contractor within 60 days of completing of the well. The existing permit No. 271627 can be cancelled upon issuance of the new permit. Enclosed please find a check in the amount of $100 for the necessary filing fee. If you have any questions or require additional information, please do not hesitate to give me a call. Sincerely, RESOURCE ENGINEERING, INC. R. Scott Fife Hydrologist RSF/mmm 830-1.3 Enclosures Consulting Engineers and Hydrologists 909 Colorado Avenue • Glenwood Springs, CO 81 601 • (970) 945-6777 ■ Fax (970)945-1137 Garfield County Assessor/Treasurer Parcel Detail Information RECE1EO of/ JUL 232009 WATER RGINE"RS STAT ECOLO Assessor/Treasurer Property Search I Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs 1 Mill Levy Revenues Detail Tax Area 008 2008 Mill Levy 60.574 Owner Name and Mailing Address REITZ, DONALD D & ANDERSON, GAIL H 7871 E 6TH AVE DENVER, CO 80230 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:10-7-89 DESC: A PCL IN LOTS 3 & 5 OF SEC. 9 -5 OF SEC. 10 DESC: AKA(PARCEL #3 LFARANHYLL RANCH PRE:R080858 BK:1004 PG:0947 BK:1004 PG:0932 BK:0852 PG:0402 BK:0788 PG:0620 BK:0371 PG:0072 RECPT:757648 BK:1848 PG:960 RECPT:708196 BK:1848 PG:958 RECPT:708195 BK:1841 PG:819 RECPT:706638 BK:1841 PG:817 RECPT:706637 Location Physical Address: Subdivision: Land Acres: GLENWOOD SPRINGS 36.401 file://C:\DOCUME-1\dmw\LOCALS-1\Temp\PKJ2YS8A.htm 7/21/2009 Culligan Water Quality Test Results, March, 2017 better water. pure and si:mp1e. Pinnacle Water Enc., 1107 Hendrick Drive, Carbondale CO : 970-963-2273 F: 970-963-01131 Aspen: 970-925-1010 Vail: 970-476-2008 Steamboat Springs: 970-879-8292 Telluride: 970-243-0628 Grand Junction: 970-243-062S Date: 03-31-2017 Proposal Submitted To Work performed At Name: Randy Schrock Client: Address: 55 Faranhyll Ranch Rd. Address: Mailing: N/A Mailing: gityijR: Glenwood Springs. CO 81601 City Phone: 913-709-4568 Phone: Email: mail@rschrock.com Scope of Proposal: To design a comprehensive solution to address the following areas of concern regarding your home's main water supply: Aerobic Bacteria — Present - lvlay Contribute Q Poor Health, Early Failure of Appliances, Faucets and Fixtures, and Odors in the Home's Main Water Supply Solution 1 Below Will Neutralize and Remove 100% of this Bacteria Total Dissolved Solids of 285 Parts Per Million (ppm) — Moderate TDS - FDA Recommended Level tpx Potable Water is <= 500 ppm - Superior Drinking Water is Typically Classified as <=150 ppm - Whole Horne Softener and Chlorination Will Leave This Nearly Unaffected - Reverse Osmosis (Option 2) Will Eliminate 95% - 98% of ail TDS Total Dissolved Solids Can Consist of Arsenic. Heavy Metals„ Sodium, Sulfate, Chlorides, Fluoride, Nitrogen, Sodium, Cysts, Herbicides, Fertilizer, Pesticides, L — All Are Treated MI Second Solution Hydrogen Sulfide (H2S) - Trace — Low H2S Level - Even Trace Levels of H2S Will Contribute to Corrasion of Plumbing and Fixtures and Result in a Poor Odor in Household Water - Will Be Removed .'sM Solution 1 via Oxidation with Chlorine and Removal Via Coconut Shell Carbon Filter Iron — 0 Parts Per Million - In Good Range PH — 7.2 — In Good Range Hardness of 4 Grains per Gallon ) — Moderate Hardness Level — Need j Address Existing Softener Page: 62 Culligan Water Treatment and Filtration System, installed April, 2017 SEDIMENT, HYDROGEN SULFIDE & AEROBIC BACTERIA TREATMENT SOLUTION SOLUTION 1 — Stenner 8 -FS Chlorine Metered Feed System, 20" Bag Filter (5 Micron) and Culligan 1" — 2.0 Cu. Ft. High Efficiency Coconut Shell Garton Filter Stenner STS Chlorine Self -Priming Metered Feed System 10" Blg Bowl Housing -5 Micron Sediment Filter 40 Gallon Contact Tank Culligan HE 1" - 2.0 Cu. R. Whole Home Coconut Shell Carbon Filter The 10" Big Bowl Sediment Filter will service as a prefilter to the existing softener: eliminating any non -dissolved solids greater 5 micron in size. This protects the softeners internal components and any future equipment to follow the softener. Stenner STS metered chlorine feeder in combination with the .00 contract tank will eliminate any odors of hydrogen sulfide and neutralize aerobic, coliform, E. Coli, iron: slime and sulfate bacteria. The Culligan High Efficiency coconut shell carbon fitter will then remove the injected chlorine and the byproducts of the bacteria neutralization_ The New HE Coconut Shell Carbon Filter is the most advanced filter system in the water treatment industry: • High quality backwashing coconut shell carbon filter can remove not only the injected chlorine but also chlorination byproducts Trihalomethanes. • In addition to the above, the coconut shell carbon filter will reduce heavy metals, turbidity, volatile organic compounds, pesticides, herbicides: and fertilizers. • This 2.0 Cubic foot system is sized to be able to remove a moderate -high amount of injected chlorine and Trihalomethanes_ • Life -Time Warranty on Quad -Hull Tank • 10 Year Warranty on the Filter's Controller • Includes complete installation and taxes Page: 63 Culligan Reverse Osmosis System, installed April, 2017 DRINKING WATER ULTRA -PURIFICATION SYSTEM OPTION 2 — New Culligan Aqua @." AQ -30 Reverse Osmosis Drinking Water System Culligan Aqua -fir Reverse Osmosis Drinking Water System Culligan cim-Link Pro Wireless Connection - AI€ows Connection IQ, Main Faucet — ND Granite Drill Automatic Leak Detector and Shutoff 3 Gallon Storage Tank Connect 1J nit to Refrigerator AQ -30 Reverse Osmosis Product Features: • Removes 98% of total dissolved solids from your family's drinking water (Including Arsenic, Uranium and other Heavy Metals, Chlorides, Fluoride, Nitrates, Sodium, Cysts, Herbicides, Fertilizers and Pesticfdes). • Culligan's Exclusive cje,er-Link Pro allows for connection al purified water to primary faucet — No drilling of countertops or installation of separate faucets • Automatic Shut off for water savings • 30 gallon}day production capacity • Life Time manufactures warranty on entire unit (excluding filter cartridges) • Includes complete installation and taxes Page: 64 Appendix 14 —Commitment for Title Insurance Reference: ('OMMITMENT for TITLE INSURANCE issued by TITLE COMPANY of +he rookies sa agemfar WI:STCOR LAND Talk INSURANCE COMAANY Commitment Number: 0600406-C2 Commitment Ordered By: Lynn Kirchner Amore Realty 711 Main Street Carbondale, CD 81623 Phone: 970-963-5 i 77 Fax_ 970-963-5178 email: IynnK .rof.nel inquiries should be directed to: Mary Scheunich Title Company of the Rockies 1b20 Grand Avenue Bldg Main Floor 1 Glenwood Springs, CD 81601 Phone: 970-945-1169 Fax: 844-269-2759 email MScheurich(r tilecomckies_.:orn Reference Property Address: 55 FAran hyll Ranch Road, Glenwood Springs, Co H1601 SCHEDULE .4. I. Effective Date: October 19. 211L6, 7:00 am 2. Policy for Policies) to be issued: Issue Date: October 26, 2016 a} ALTA Owner's Policy(6-17-06)Policy Amount: $8411,01111.1111 Premium: $_,1196.1111 Proposed Insured: Randy L. Schrock and Kathryn A. Schrock b) ALTA Loan Policy (6-17-00 Proposed Insured: A Lender To Be Determined Policy Amount: $625,11011.110 Premium: $426.1111 3. The estate or interest in the Land described or referred io in this Commitment is: Fee Simple and Title m said estate or interest is at the Effective Date vested in: Gail H. Andersom Revocable Trust dated January 30, 2001, as subsequently amened and restated 4. The Land referred bo. in this Convnitment is located in the County of Garfield, State of Colorado, and is described as follows: FOR LEGAL DESCRIPTION SEE SCHEDE]LE A CONTINUED ON NEXT PAGE Page: 65 LEGAL DESCRIPTION The Land referred to herein is located in the County of Garfield, State of Colorado, and described as follows A parcel of land situated in Lots 3 and 5 of Section 9 and in. Lots], 1, 2, 3, 4 end 5 of Section 10, Township 7 South.. Range 89 west of the 6th Principal Meridian, County of Crarfield, Slate of Colorado, said parcel of Eand being more particularly described as follows: Commencing at the East Quarter Comer of Section 9; thence North 76°2614" East 399A4 feet to a point on the Westerly right. of way of County Road 117, the True Point of Beginning; thence leaving said Westerly right of way North 709747" East 60.00 feet to a point an the Facrerly right of way of said County Road 117; thence South 19°421 3" East along said Easterly right al way 235.49 feet; thence leaving said Easterly right of way North 89°37'07" East 802.90 feet io a point on the Facterly line of Lot 4 of said Section 10; thence South 00°32'07" East along said Easterly line 700.00 feet; thence leaving said Easterly line South 88°36'48" West 2143.24 feet; thence North 02°48'07" West 714.79 feet; thence North 86°52'44" East 1085.05 feet to a point on the Northwesterly Zine of a 60.00 foot wide access eesernenr; thence North 589°49'46" East along said Northwesterly line 11183 feet; thence continuing along said Northwesterly line along the are of a curve to the left having a radius at. ({17.27 feet, a central angle of 73'1841" and a distance of 13726 feet (chard bears North 23°1EY26" East 2$.O8 feet) to the True Point of Beginning. Subject to and together with a 60.00 root wide access and utility easement and subject to and together with a 30.00 foot aLress easement as shown on the map of Faranhyll Ranch_ Page: 66 Commitment N. 01500466-C2 Schedule FYI Requirements (:Dlt{MITMENT FOR TLTL£ INSURANCE SCHEDULE B - SECTION i RLQIJI RE MENTS THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH.: Item (a) Payment la or for the account of the grantors or mortgagors of the full consideration for the estate or interest to he issued item (b) Piper instrumeat(s) creating the estate or interest to be insured must be executed and duly filed far record, to wit: 1. Release by the Public Trustee of'Garfield County of the Deed of Trust from Gail H. Anderson for the use of Provident Trust Company and Gail H. Anderson_ Ca -Trustees ache Donald D. Reitz Marital Trust dated April 1, 2043 , to secure $33,500.00, dated October 15, 2014, and recorded October 14.. 2014 at Reception No. 854784_ 2. Deed from Gail H. Anderson Revocable Trust dated January 30, 21101 to Randy L Schrock and Kathryn A. Schrock. NOTE: Duly executed real property transfer declaration, executed by either the Grantor or Grantee, to accompany the Deed naenlioned above, pursuant to Arlicle 14 of House Bill No. 1288 - CRA 39-14-102_ 3. Deed of Trust from Randy L. Schrock and Kathryn A. Schrock to the Public Trustee ofGarfield County for the use of A Lender To Be Determined, to secure $625,000.1)0_ The Owner's Policy, when issued, will not contain Exceptions No. i , 2,3 and 4 provided that: (A) The enclosed form, of indemnity agreement or final aflidavit and agreement is properly executed and acknowledged by the party(ies) indicated and returned to the Company or its duly authorized agent, and (B) The applicable scheduled charges in the amount of $75.00, are paid to the Company or its duly authorized agent. The Mortgage Policy, when issued, will not contain Exception No. 1, 2,3 and 4, and will contain Endorsement Form 100, provided than: (A) The enclosed form of indemnity agreement or final aftidaait and agreement is properly executed and acknowledged by the pa3ty(iesi indicated and remmed to the Company or its duly authorized agent, and (B) Applicable scheduled charges in the amount of 570.00 are paid to the Company or its duly authorized agent. The Mortgage Policy, when issued, wi]I contain the following Endorsement Funn(s), provided that applicable scheduled charges in the amoungsl following each endorsement are paid to the Company or its duly authorized agent. ll.l $50.00 115.2 156.00 .31w {'ommirmervr - 10016 &halide B -d Regorrrrmuns Page: 67 Cnmmrtmcnt No. lllif5O4[Ih-(2i Schedule ET -I Requirements (continued} 24 -month {Thain of Title: The ooh ec n►e} ancels) affecting said land recorded within the 24 months preceding the dale of this commitment h (are) as follows: QUIT CLAIM DEED recorded October 23, 20E4 at Reception No. 055171 NOTE: If no conveyances were found in that 24 month period, the Iasi recorded cense}'ante Ls reported. If the subject land Is a lot in a subdivision plat leak than 24 IIIaYYtit4 old, may the ennse anew subsequent to the plat are reported. EXCEPTION NO. 5 UNDER SCHEDULE B, SECTION 2 OF THIS COMMITMENT WILL NOT APPEAR IN THE POLICY OR POLICIES TO BE ISSUED PURSUANT HERETO, PROVIDED THAT (A) THE DOCUMENTS CONTEMPLATED BY THE REQUIREMENTS SET FORTH IN SCHEDULE B. SECTION I OF THIS COMMITMENT ARE SUBMITTED TO AND APPROVED AND RECORDED BY THE COMPANY OR ITS DULY AUTHORIZED AGENT, AND (B) AN EXAMINATION OF THE RECORDS IN THE OFFICE OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO BY THE COMPANY OR ITS DULY AUTHORIZED AGENT DISCLOSES THAT ND DEFECTS, LIENS, ENCUMBRANCES, ADVERSE. CLAIMS OR OTHER MATTERS HAVE BEEN RECORDED IN SUCH RECORDS SUBSEQUENT TO THE EFFECTIVE DATE HEREOF- dhre Comm.Wren!— 10(115 .5elea4mfe 8-1 Require/Red r3. (WYE filOL'L�� Page: 68 Commitment No. 0.400411 -C2 Schedule B -Il Exceptions COMMITMENT FOR TITLE INSURANCE SCHEDULE B -SECTION IT EXCEPTIONS Schedule 13 of the policy or policies to be issued well contain exceptions to the following masters unless the same are disposed of to the satisfaction of the Company_ Any ]fi or damage, including attorney fees, by reason of the matters shown below: I. Any facts, right, interests, or claims which are not shown by the Public Records but which could be ascertained by an inspection of said Land ar by making inquiry of persons in possession thereof. 2. Easements or claims of easements, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Tide that would be disclosed by an accurate and complete land survey of the Land. 4_ Any lien, ar right to a hen for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records_ 5. Defects, liens, encumbrances, adverse claims or other mailers, if any created, first appearing in the Public Records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires afrecord for value the estate or interest or mortgage thereon covered by this Commitment. 6_ (a) Taxes or assessments that are not shown es existing liens by the records of any nixing authority that levies taxes or assessments un real property or by the Public Records: (b) proceedings by a public agency that may result in taxes or assessments, or notices ofsuch proceedings, whether or not shown by the records of such agency or by the Public Records_ 7_ Any and all water and water rights, reservoir and reservoir rights, ditches and ditch rights, and the enlargements and exrensions thereat and al] laterals, flumes and headgates used en connection therewith. EL Right of the Proprietor of a vein or lode to extract and itemsve his ore therefrom, should the same be found to penetrale or intersect the premises hereby granted, as reserved in United States Patent recorded January 29. 1901 in Book 12 at Page 556 and November 8, [ 939 in Book 73 at Page 480_ 9. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded January 29, 1901 in Book 12 at Page 556 and November 8, 1939 in Book 73 at Page 480. 10_ Easement and right of way for ingress, egress and electric transmission and distribution line purpose, as granted by Eugene M. Spear and Glaphy A. Spear ro Holy Cross Electric Association Inc., by instrument recorded Match 29, 1988 in Book 731 at Page 376, said easement being more particularly desesibed therein. 11_ Easement and right of way for use, operation, maintenance. repair and replacement of the ditched, headgates, pipelines and diversion and measuring structures purposes, as granted by Eugene M. Spear and Glaphy A. Spear to Faranhill Ranch, LLC. by instrument recorded January 14, 1993 at Reception No_ 443215 said easement being more particularly described therein_ 12. Easements, rights of way and all other matters as shown on the Plat of Faraday!! Ranch, filed Alm Co irmkgre v -10045 Sehedide B-11 Lerepooe Page: 69 Commitment No. [.16{1O4015 -C2 Schedule 13-11 Exceptions ;continued) December 3Q, 1996 at Reception No. 562924_ 13. Terms, agreements, provisions, conditions and obligations as contained in Conservation Easement recorded December 34, 1996 m Reception No_ 502930 and amended March 4, 2002 at Reception No_ 59835D and January 28, 2014 at Reception No. 845719. 14. Restrictions, which do not contain a Forfeiture or reverter clause, but omitting any covenants or restrictions, if any, including, but no' limited to those based upon, race, color, religion sex, sexual orientation., familial status, marital status, disability, handicap. national origin, ancestry, or source of income, as set fonh in applicable state or federal laws, except to the a .lent that said covenant or restriction is permitted by applicable ]aw,os contained in instrument recorded December 3D, 1996 at R.eception No. 502931, as amended by instrument recorded. September 7, 2046 at Reception; No_ 706324 and October 22, 2008 at Reception No_ 757648. 15. Easement and right of way for ingress and eg ens purposes, as ganted by Gail R Anderson to Holy Cross Energy, by instrument recorded June 5, 2414 at Reception No_ 849917, said easement l'sejfig more particularly described therein. 16. Terns, agreements, provisions, conditions and obligations as contained in Trench, Conduit and Vault Agreement recorded June 5, 2ti 14 at Reception No. 849918. Ai&P Cammameo-r- 2,676 & md. a !f &60.erea,e5 frohti,n ,e4 Page: 70 commitment No. 06004(6-C2 Disclosure Statements DISCLOSURE STATEMENTS Note is Colorado Division of Insurance Regulations 3-5-], Parapaph C of Article VII, requires that "Every Title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the Title entity conducts the closing and is responsible for retarding or fill ng of legal documents resulting from the transaction which was closed_" (Gap Protection) Note 2: Exception No. 4 of Schedule B, Section 2 of this Commitment may be deleted from the Owner's Policy to be issued hereunder upon compliance with the following conditions: A. The Land described in Schedule A of this commitment must he a single-family residence_ which 'includes a condominium or townhouse unit. B. No labor or materials may have been furnished by mechanics or marerialmen for purpose of construction on the Land described in Schedule A of this Commitment within the past 13 months. C. The Company must receive an appropriate affidavit indemnifying the Company against wailed mechanic's and materiaEman's D. Any deviation from conditions A though C above is subject to such additional requirements or Information as Ehe Company may deem necessary, or, at its option, the Company may refuse to delete the exception. E_ Payment of the premium tar said coverage. Note 3: The following disclosures are hereby made pursuant la §I0-11-122, (i) The subject real property may be located in a special taxing district; {ii} A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurers authorized agent; and {iii} Information, regarding special districts and the boundaries of such districts may be obtained from the County Commissioners, the County Clerk and Recorder, or the County Ascetcor_ Note 4: if the sales price of the subject property exceeds $100,000.00, the seller shall be required to comply with the disclosure or withholding provisions of C_R_S. §39-22.4104.5 (Noe-rwidenl withholding). Nate 5: Pursuant to C.R.S. I0-11-123 Notice is hereby given: (a) If there is. recorded evidence that a mineml estate has been severed. leased or otherwise conveyed from the surface estate then there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, er geothermal energy in the property, and (h) That such mineral estate may include the right to enter and we the property without the surface owners permission_ Note ft: Effective September I, 1997, C_R,S_ §30-10-406 requires that all documents received for recording or filing in the clerk and retarders office shall contain a top margin of at least one inch and a Eeft, right and bottom margin of at least one-half inch the clerk and recorder tray refuse to record or Erle any document that does rot conform_ Note 7: Dur Privacy Policy_ We will not reveal nonpublic personal customer information to any external non-affiliated organization unless we have been authorized by the customer_ or are required by law. Note R: Records: Regulation 3-5-1 Section 7 (N) provides that each title entity shall maintain adequate documentation and records sufficient to show compliance with this regulation and Title 10 of the Colorado Revised Statutes for a period of not less than seven (7) years, except as otherwise permitted by law_ Nate 9: Pursuant Regulation 3-5-1 Section 9 (F) notice is hereby given that Distdosdre Seor�,AeRrs Page: 71 "A title entity shall not earn interest on fiduciary funds unless disclosure is made to an necessary parties to a transaction that interest is or has been earned_ Said diaidnegre must offer the opportunity ro receive payment of any interest earned on such funds beyond any administrative fees as may be cm file with the division. Said disclosure must be clear and conspicuous, and may be made at any time up to and Inc]uding c]osing" Be advised that the closing agent will or could charge an Administrative Fee far processing such an additional services request and any resulting payee will also be subjected to a W-9 or other required tax documentation for such purpose(s). Be further advised that, for many transactions, the imposed Administrative Fee associated with such an additional service may exceed any such interest earned. Therefore, you may have the right to some of the interest earned over and above the Administrative Fee, if applicable (e.g., any money over any administrative fees involved in figuring the amounts earned). Note 10: pursuant to Regulation 3-5-I Section 9 (G) notice is hereby given that "Until a title entity receives written instructions pertaining to the holding of fiduciary funds, in a farm agreeable to die title entity, it shall comply with the fallowing: I. The tide entity shall deposit funds into an escrow, trust, or other fiduciary account and hold them in a fiduciary capacity. 2. The title entity shall use any funds designated as `leanest money" for the consummation of the transaction as evidenced by the contract to buy and sell real estate applicable to said uansacrion, except as otherwise provided in this section. If the transaction does not close, the title entity shall: a Release the earnest money funds as directed by written instructions signed by both the buyer and seller_ or b. if acceptable written instructions are not received, uncontested funds shall be held by the title entity for ISO days born the scheduled date of closirig, after which the title entity shall return said funds to the payor. 3_ In the event of any eontroveriiy regarding die funds held by the title entity (notwithstanding any termination oldie contract), the title entity shall not be required to take any action unless and until such controversy is resolved. At its option and discretion, the title entity may: a Await any proceeding; or b. Interplead a]E parties and deposit such funds into a court ofcompetent jurisdiction, and recover court oasis and reasonable attorney and legal fees or c_ Deliver written notice to the buyer and seller that unless the tide entity receives a copy Ufa summons and complaint or claim (between buyer and seller) containing the case number of the lawsuit or lawsuits, within 12D days of the title entity's written notice delivered to the parties, title entity shall return the funds to the depositing pang." Page: 72