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HomeMy WebLinkAbout2.0 AdministrationFrom: Orrin Moan To: "Daniel Adams" Cr: dave.dooleaftahoo com: Kathy A. Eastlev Subject: RE: Adams bridge / driveway signs Date: Thursday, June 14, 2012 7:26:27 AM Daniel: I was not able to down load any photos from this e-mail or your latest e-mail. I did drive up to your grandmother's house yesterday evening and checked out the signs which work very well for directions to her existing home and the area of your new home. The bridge weight limits sign works and will be very helpful if we need to respond to your location. I understand that you are in the process of improving the bridge and the weight limit which is very important for our response. At this point the only fire apparatus that can cross that bridge is a utility pickup. You will more than likely be looking for homeowners insurance for your new home and the existing bridge limits will possibly limit your options. Thank you for the signage that you have provided, please feel free to contact me with any questions, Orrin D. Moon Fire Marshal/Battalion Chief Burning Mountains Fire Protection liisirict 775 Castle Valley Blvd. New Castle, CO 81647 970-984-3213 orrin, m o o n @bu rn in gmoun l a i nsii re. org From: Daniel Adams [mailto:sparky1869@yahoo.com] Sent: Wednesday, June 13, 2012 11:15 AM To: Orrin Moon Cc: dave.doolen@yahoo.com; Daniel Adams Subject: Fw: Adams bridge / driveway signs Orrin, Did you get this? I suspect it has hit your e-mail size limit. If you don't have them I'll send a link to the files later today. Daniel Forwarded Message From: Dave Darden <dave.daolen( yahoo.com> To: "orrin.moonCp burningmountiansfire.org' <Orrin.maoniburningmountiansfire.org>; "Iceastley@garfield-county.com" <keastleyOgarfield-county.com>; Daniel Adams <sparky1869@yahoo&ortl>; Cindy Adams <cadams517t gmail.com> Sent: Tuesday, June 12, 2012 8:50 PM Subject: Adams bridge 1 driveway signs Here are the bridge load signs and the access signs. They were put up today, Tuesday 6112112, around 1:OOpm. Dave t �Gf LIMIT From: Daniel Adams To: Kathy A Edey Cc: jjave,doolenvahoo.com Subject: Re: Adams ADU Date: Monday, February 06, 2012 7:42:23 PM Wei Kathy, That's very good news and below is my request to wave the timning requirement. I Daniel Adams, owner of property located on East Elk Creek at 3903 CR 241, do hereby waive the Unified land Use Resolution scheduling deadline of 45 days for scheduling of the public hearing, and request that the hearing proceed on April 2, 2012. Thanks, Daniel Adams From: Kathy A. Eastley <keastley@garfield-county.com> To: Daniel Adams <sparky1869[gyahoo.com> Cc: dave.doofen@yahoo.com Sent: Monday, February 6, 2012 1:31 PM Subject: Adams ADU Daniel, The Board scheduled a public hearing on April 2, 2012 for consideration of your Accessory Dwelling Unit. The Board required that you provide me a timeline waiver as the land use code requires that the hearing be set within 45 days (which we exceed). Please copy the following and paste it into an email to me: I Daniel Adams, owner of property located on East Elk Creek at 3903 CR 241, do hereby waive the Unified land Use Resolution scheduling deadline of 45 days for scheduling of the public hearing, and request that the hearing proceed on April 2, 2012. Thanks Daniel, I'll he taking care ot'tlie notice. Kathy Eastley, AICP Senior Planner Garfield County Building & Planning 108 8th Street, #401 Glenwood Springs, CO 81601 Phone: 970-945-1377 ext. 1580 Fax: 970-384-3470 keastley®garfield-countysoin I don't know what the key to success is, but the key to failure is trying to please everyone. - Bill Cosby From:uoeurt. Darci J To: Kathy A. Eastlev Subject: GAPA 7062 Adams Date: Wednesday, January 18, 2012 10:39:29 AM January 17, 2012 Hi, Kathy: I apologize for not responding sooner regarding this project. (I blame on the nice Christmas Season!!) BLM does NOT have any concerns regarding the above -noted project. Thank you for notifying BLM of the application. Have a wonderful NEW YEAR!! DJ Beaupeurt, Realty Specialist BLM Energy Team Darci (D.J.) BEAUPEURT, Lands/Realty Specialist Interagency Energy Team, BLM Colorado River Valley 2300 River Frontage Road, Silt, Colorado 81652 EMAIL: dbeauoeu@blm.gov CELL: 970 309-2665 FAX: 970 876-9090 OFFICE: 970 876-9035 PUBLIC NOTICE TAKE NOTICE that Daniel and Cindy Adams have applied to the Director of Building and Planning, Garfield County, State of Colorado, to request a Land Use Change Permit for an Accessory Dwelling Unit on a property situated in the County of Garfield, State of Colorado; to - wit: Legal Description: APPLICANT MUST INSERT OR ATTACH Practical Description: 3903 County Road 241 Description of Request: Construct a second dwelling unit on the site and convert the existing home into the Accessory Dwelling Unit All persons affected by the proposed Administrative Review to allow an Accessory Dwelling Unit on this 35 -acre parcel are invited to comment on the application. You may state your views by letter or you may call the Building and Planning Department at (970) 945- 8212 regarding the application. The Director will give consideration to the comments of surrounding property owners, and others affected, in deciding whether to grant or deny the request. The application may be reviewed at the office of the Planning Department located at 108 8th Street, Suite 401, Garfield County Plaza Building, Glenwood Springs, Colorado between the hours of 8:30 a.m. and 5:00 p.m., Monday through Friday. The Director will make a decision on this application on Monday, January 16, 2012. Any comments to be considered must be received prior to that date. Planning Department Garfield County 1214 rid (it C Cr 6-ir ht?eAtr4-5 ��clii5 CDU 1)(z -G 4 /2(r2 PUBLIC NOTICE TAKE NOTICE that Daniel M. Adams has requested that the Board of County Commissioners, Garfield County, State of Colorado, reconsider a Director of Building and Planning decision for a Land Use Change Perrnit to allow an accessory dwelling unit on a property situated in the County of Garfield, State of Colorado; to -wit: Legal Description: A parcel of land situate din Section 6, Township 5 South, Range 90 West of the 6th PM. Being more particularly described as follows: Beginning at a point whence the north Y corner of said Section 6 (northwest corner of lot 2 of said Section 6) bears N36°34'50"E 2272.30 feet; thence N88°33'23"E 1073.13 feet; thence N74°28'20"E 220.00 feet; thence S64°21'01"E 805.22 feet; thence S76°37'09"E 383.50 meet to a point in the centerline of east Elk Creek; thence along said centerline creek the following courses S16°31'58"W 173.83 feet; thence S28°53'36"W 132.19 feet; thence S28°50'49"E 222.83 feet; thence S31°06'52"W 28.90 feet; thence S29°45'22"W 140.72 feet; thence S47°44'22"W 167.95 feet; thence departing said centerline creek N68°48'55"W 276.73 feet; thence N53°54'34"W 1055.28 feet; thence S65°00'06"W 1181.41 feet to the southwest corner of the SE 1 /4NW 1/4 of said Section 6; thence N00°49'52:E 866.65 feet to the Point of Beginning; said property contains 35.206+ acres as described. Practical Description: 3903 CR 241 (Elk Creek Road) The application requests that the Board of County Commissioners reconsider a Director Determination to deny a request for an accessory dwelling unit on the subject site. All persons affected by the proposed Land Use Change Permit are invited to appear and state their views, protest or support. If you can not appear personally at such hearing, then you are urged to state your views by letter, as the Board of County Commissioners will give consideration to the comments of surrounding property owners, and others affected, in deciding whether to grant or deny the request. The application niay be reviewed at the office of the Planning Department located at 108 8th Street, Suite 40I, Garfield County Plaza Building, Glenwood Springs, Colorado between the hours of 8:30 a.m. and 5:00 p.m., Monday through Friday. A public hearing on the application has been scheduled for Monday, April 2, 2012 at 1:00 P.M. in the County Commissioners Meeting Room, Garfield County Administration Building, 108 8th Street, Glenwood Springs, Colorado. Planning Department Garfield County Account Page 1 of 1 Account: R130377 Location Owner Information Assessment History Parcel Number 2123.061.00-147 Situs Address 003905 241 COUNTY RL) 003905 ELK CREEK RD City New Castle New Castle ZipCode 81647 81647 Tax Arra 013 - 2 -SF - 013 Legal Summary Section: 6 Township: 5 Range: 90 A 'I'R IN SEC 6. Transfers Sale Price Tax History Tax Year '['ares 2011 2010 OHner Name GOLDEN EAGLE RANCH LLL P Owner Address 3905 COUNTY ROAD 241 NEW CASTLE. CO 81647 Actual {2011) Primary Taxable Tax Area: 013 $136,300 $12,930 Mill Levy: 39.6350 Type Actual Assessed Acres SQFT Units improvement $126,420 $ 10,060 0.000 0.000 1.000 Land $9,880 $2,870 44.416 0.000 0.000 Sale Date Doc Type Book Page 12/05/2006 SWD B: 1871 P:416 01/29/1996 OCD 13: 0965 P: 0482 01/01/1900 Deeds 13. 0447 P. 052; 01/01/1900 Deeds 13. 0238 P. 0430 Images • Map • Sketch $512.48 • GIS $721.40 Focusing On: 003905 241 COUNTY RD NEWCASTLE 81647 https://act.garfleld-county.conllassessor/taxweb/account. jsp?accountN um=R 13 03 77 Account Page 1 of 1 Account: R082967 Location Owner Information Assessment History Parcel Number 2123.061-00-193 Owner Name SOARING GRAY EAGLE Actual (2011) $640 Situs Address RANCH LLLP Primary Taxable $190 City New Castle Owner Address 3903 COUNTY ROAD 241 Tax Area: 013 Mill Levy: NEW CASTLE. CO 81647 39.6350 ZipCode 81647 Tax Area 013 - 2 -SP - 013 Type Actual Assessed Acres Legal Summary Quarter: NE Section: 6 Land $640 $ 190 35,109 Township: 5 Range: 90 SEE ATTACHED LEGAL DESC ON DOCUMENT #806020 Transfers Sale Price Tax Ilisiory Tax Year $0 2011 2010 Taxes Sale Date Doc Type Book Page 11/28x"2011 174 08/01/2011 066 12/27/1996 BSD 13: 1004 P: 0623 01/29/1996 QCD l3: 0965 P: 0476 Images a GIS $7.52 No Tax Values https://act.garfleld-county.comlassessorltaxweblaccount.jsp?accountNurn 8082967 2/6/2012 Account Page 1 of 1 Account: R130359 Location Parcel Number 2123-062-00-951 Situs Address City New Castle ZipCode 81647 Tax Area 013 - 2-5F - 013 Legal Summary Section: 06 Township: 5 Range: 90 SEC.6 LOT 3, LOT 4, LOT 5 AND LOT 6 Transfers Tax History Tax Year Taxes 2011 $0.00 2010 $0.00 Owner Information Owner Name BUREAU OF LAND MANAGEMENT In Care Of Name COLORADO RIVER VALLEY FIELD OFFICE Owner Address 2300 RIVER FRONTAGE ROAD SILT, CO 81652 Nu Transfer Documents Images ■ (Ati Assessment History Actual (2010) $980 Primary Taxable bxem pt Adjusted Taxable Total Tax Area: 013 Mill Levy: 39.6350 Type Actual Assessed Acres Land $980 $280 I63.030 $280 (5280) $o https://act.garfield-county.com/assessor/taxweb/account.jsp?accountNum=R130359 2/6/2012 Account Page 1 of 2 Account: R130376 Location Parcel Number 2123-064-00-146 Situs Address 003901 241 COUNTY RD 003901 ELK CREEK RD City New Castle New Castle ZipCode 81647 81647 Tax Area 013 - 2 -SF - 013 Legal Summary Section: 6 Township: 5 Range: 90 A TR IN SEC 6. Transfers Sale Price $O Tax History Tax Year Taxes 2011 $4,595.28 2010 $6,621.08 Owner Information Owner Name LAZY DOG PROP1i1RTIES. LLC Owner Address 25 GANNETT ROCK SPRINGS, WY 82901 Sale Date 09/30/2011 12/09/2010 09/14/2009 0/28/2Q07 Images • Map • Photo • Sketch • GIS Assessment History Actual (2011) Primary Taxable Tax Area: Type Actual Improvement $1,321, Land $30, Doc Type 319 OCD SW D $I,351,770 $115,940 013 Mill Levy: 39,6350 Assessed Acres SQFT Units 070 S 107,040 0.000 0.000 1.000 700 $8,900 116.146 0.000 0.000 Focusing On: 003901 241 COUNTY RD NEW CASTLE 81647 Book Page B: 1947 P: 0213 https://act.garfield-county.comlassessor/taxweb/account. jsp?accountNum=R 13 03 76 2/6/2012 \fo-1 u e. C-0{ DD Gc,c-ceAA Gporrki 4Ncsnt..\/)0A-\(wA , F11CP RECEPi v EEC 29 GARFIELD C BUILDING & PLHNti•,,;. SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. Also complete iti'lrn 4 If Restricted Delivery Is desired, • Pint your name and address on the reverse sal that we can return the card to you. • A.,lach this card to the back of the malipiece, or an the front if space permits. 1. Article Addressed to: CPA LLT, �c x 3c7S c(s#e) &) 816z/7 COMPLETE THIS SECTION ON DELIVERY A. Signature x (-� (VIA1,1 B. Received by (Printed Name) C. Date of Delivery ❑ Agent ❑ Addressee D. is delivery address d fferent from item 1? if YES, enter deliveYy Address b6loriv: ❑ Yes ❑ No ceType led Mall 0 Fiipiess Mail Registered ❑ Retum Receipt for Merchandise 0 insured Mail 0 C.D.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Transfer from service label) 7010 1870 0001 6409 0767 PS Form 3811, February 2004 Domestic Return Receipt SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3, Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mallplece, or op the front if space permits. 1. Artic'e Addressed to: [3(4/ r?k G � 244 II/144 r`rjtiyryf 102535-0241.1540 COMPLETE THIS SECTION OIV OELIVERY ❑ Agent D Addressee G. Date of Delivery Iz'0'11 D. Is delivery address different from item 17 0 Yes If YES, enter delivery address below: 0 No 3. Service Type 0 Certified Mail 0 Registered ❑ Insured Mail ❑ Express Mall ❑ Return Receipt for Merchandise 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 2. Article Number (Transfer from service label) 7 010 1870 0001 6409 0736 PS Form 3$11, February2004 Domest[c Return Reaelpt 0 Yes 102595.62-M-1540 SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ :Attach this card to the back of the mallplece, or on the front If space permits. 1, ;Article Addressed to: i - 2,,g fYbper ii'eS 0/C - COMPLETE THIS SECTION ON DELIVERY A Sig ature ❑ Agent Addressee B. Received . ` 'rated Name) C. Date o eiive D. Is delivery address different from item 17 0 Yes If YES. enter delivery address below: 0 No P, C 5pc 1142 s(-0Vi2g0I 3. S ce Type ,Certitled Mail ❑ Registered 0 insured Mall ❑ Express Mau ❑ Return Receipt for Merchandise El C.O.D. 4. Restricted Delivery? (Extra Fee) 2. Article Number 7010 ]x870 0001 6404 0750 {Transfer from service ra P5 Form 3811, February 2004 Domestic Return Receipt 0 Yes 102595.02 -M -154G SENDER: COMPLETE THIS SECTION ■ Cornplete items 1, 2, and 3. Also complete iter} 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: 60/c/e)1 Cc; /e. ►'•w Zzo )'Ie,,eef57kyMf 2. Article Number (Transfer from service label} P5 Form 3811, February 2004 COMPLETE THfS SECTION ON DELIVERY A. Signature j' x t �- ❑Addressee C D. is delivery address If Yp, enter delivery C. Date of Delivery item 17 ❑ Yes ow: ❑ No D Registered Insured Mali Receipt for 4. Restricted Delivery? { 7010 18701 0001 6409 0743 Domestic Return Receipt 102595.02 M.1640 Invoice Roto Rooter Plumbing P.0. $ox 1800 Glenwood Springs CO 81602 970-945-5519 FAX: 970-243-8794 Account# 109204 invoice # Date: Page 312817 04/24/06 1 of 1 Shirley Sample P.O. Box 256 New Castle CO 81647 Service At: Shirley Sample 3903 CR 241 New Castle CO 81647 Service Date 04/24/06 PO ## Job # 213729 Purnp and clean 1000 gallon septic tank, and disposed of waste at state approved facility. Description Of Service Quantity Unit Price Extended Price Tx PUMPED 1000 GALLON SEPTIC TANK EVALUATION FEE 1 $340.00 $340.00 $19.00 $19.00 Total 514/2006 Payment $359.00 $359.00 Balance Due S0.00 Paid in Full. We appreciate your business! :_:_)c,n16. ?_9 Cil i)ecA( _ -L-70\s+-\ k--( ti Ecoec ppQ LSe iin G `t ce-rlI C�ec 0\0a 4-)1(2._. (-�� C !� SX1'1 SVCQ..{Q_JAk December 16, 2011 Dave Doolen Doolen Construction 3838 CR 243 New Castle, CO 81647 dave.doolen@yahoo.com Garfield County BUILDING & PLANNING DEPARTMENT Reference: General Administrative Permit Review —Accessory Dwelling Unit File Number GAPA 7062 -- 3903 CR 241 Dear Mr. Doolen; The Building and Planning Department has reviewed the additional submittal documentation related to a General Administrative Permit for an Accessory Dwelling Unit (ADU) on the above referenced property. A determination of completeness is hereby issued as the submittal documents are technically compliant with the requirements stipulated in the Unified Land Use Regulations of 2008, as amended (ULUR). A date of January 16, 2012 has been set for the Director to make a Determination on whether to approve or deny the application. It is your responsibility as the Applicant to complete the public notice requirement. Please mail the attached letter, certified mail with return receipt requested, to the adjacent properties within 200' of the subject 35 - acre parcel. You must provide both proof of mailing and proof of receipt prior to the Director Determination on the application. The notice is required to be sent at least 15 days prior to the date of Director Determination, a copy of that notice is attached. An outline of the review process is provided: 1. The Director Determination is set for January 16,2011; 2. Public notice must be sent out (by you) prior to January 1, 2012 in order to meet the necessary 15 day time requirement; 3. On January 16th the Director issues the Determination and notifies both the applicant and the Board of County Commissioners of the determination as the Board has the ability to "call-up" the application for a public hearing. We are required to give the BOCC 10 days to review and determine if the application should be called -up for hearing. That 10 -day period will end on January 26th. 4. Once the 10 days have passed and no one opts to call-up the application, the Planner will issue a permit compliant with any required conditions of approval. That permit is then recorded. 108 Eighth Street, Suite 401 .1Glenwood Springs, CO 81601 (970) 945-8212 ' (970) 285-7972 • Fax: (970) 384-3470 Please let me know if you have any questions on this process or your responsibilities in the process. Cc: Daniel Adams via email File 2 ARTICLE VII STANDARDS TABLE OF CONTENTS DIVISION 1 GENERAL APPROVAL STANDARDS FOR LAND USE CHANGE PERMITS 1 SECTION 7-101 COMPLIANCE WITH ZONE DISTRICT USE RESTRICTIONS1 SECTION 7-102 COMPLIANCE WITH COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS. 1 SECTION 7-103 COMPATIBILITY. 1 SECTION 7-104 SUFFICIENT LEGAL AND PHYSICAL SOURCE OF WATER. 1 A. Determination of Reliability of Water Supply, 2 B. Individual Wells. 2 SECTION 7-105 ADEQUATE WATER SUPPLY. 3 A. Authority 3 B. Water Supply Requirements 3 C. Water Supplied by Water Supply Entity Requirements. 4 D. Determination of Adequate Water Supply 5 SECTION 7-106 ADEQUATE CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS. 6 A. Water Distribution System Standards. fi B. Wastewater System Standards. 7 SECTION 7-107 ADEQUATE PUBLIC UTILITIES. 10 SECTION 7-108 ACCESS AND ROADWAYS. 11 A. Access to Public Right -of -Way. 11 B. Safe Access. 11 C. Adequate Capacity. 11 SECTION 7-109 NO SIGNIFICANT RISK FROM NATURAL HAZARDS. 11 A. Platting of Land Subject to Natural Hazards Prohibited or Restricted..... 11 DIVISION 2 GENERAL RESOURCE PROTECTION STANDARDS FOR LAND USE CHANGE PERMITS 11 SECTION 7-201 PROTECTION OF AGRICULTURAL LANDS 11 A. No Adverse Affect to Agricultural Operations 11 B. Domestic Animal Controls. 12 C. Fences. 12 D. Roads 12 E. Irrigation Ditches. 12 SECTION 7-202 PROTECTION OF WILDLIFE HABITAT AREAS. 12 A. Buffers 13 B. Locational Controls of Land Disturbance. 13 C. Preservation of Native Vegetation. 13 D. Habitat Compensation. 13 E. Domestic Animal Controls. 13 SECTION 7-203 PROTECTION OF WETLANDS AND WATERBODIES 13 A. Restrictive Inner Buffer. 13 SECTION 7-204 PROTECTION OF WATER QUALITY FROM POLLUTANTS15 A. Compliance with State and Federal Regulations. 15 B. Storage Near Waterbodies Restricted. 15 GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-11 C. Spill Prevention. 15 D. Machine Maintenance. 15 E. Fuel storage Areas. 15 F. Waste Storage 15 SECTION 7-205 EROSION AND SEDIMENTATION 16 SECTION 7-206 DRAINAGE. 16 A. Site Design to Facilitate Positive Drainage. 16 B. Coordination with Area Storm Drainage Pattern. 16 SECTION 7-207 STORMWATER RUN-OFF. 16 A. Avoid Direct Discharge to Streams or Other Waterbodies. 16 B. Minimize Directly -Connected Impervious Areas 17 C. Detain and Treat Runoff. 17 SECTION 7-208 AIR QUALITY. 18 SECTION 7-209 AREAS SUBJECT TO WILDFIRE HAZARDS 18 A. Location Restrictions. 18 B. Development Does Not Increase Potential Hazard. 19 C. Fuel Modifications. 19 D. Roof Materials and Design 19 E. Safety Areas in Residential Development 19 F. Cul -de -Sac. 19 G. Hammerhead 19 H. Road Grade 19 SECTION 7-210 AREAS SUBJECT TO NATURAL HAZARDS AND GEOLOGIC HAZARDS 20 A. Development Prohibited in Red Zone Hazard Areas (High Hazard) 20 B. Development in Blue Zone Hazard Areas (Special Engineering). 20 C. Utilities 20 D. Development in Avalanche Hazard Areas. 20 E. Development in Landslide Hazard Areas. 21 F. Development in Rockfall Hazard Areas. 21 G. Development in Alluvial Fan Hazard Area. 22 H. Slope Development. 22 I. Development on Corrosive or Expansive Soils and Rock. 24 J. Development in Mudflow Areas. 24 K. Development Over Faults 24 SECTION 7-211 AREAS WITH ARCHEOLOGICAL, PALEONTOLOGICAL OR HISTORICAL IMPORTANCE 24 SECTION 7-212 RECLAMATION 24 A. Applicability. 24 B. Reclamation of Disturbed Areas. 25 DIVISION 8 STANDARDS FOR CERTAIN TYPES OF USES 26 SECTION 7.801 ADDITIONAL STANDARDS APPLICABLE TO AN ACCESSORY DWELLING UNIT. 26 A. Maximum Floor Area. 26 8. Compliance with Covenants and HOA Approval Requirements 26 C. Ownership Restriction. 26 D. Compliance with Building Code. 26 E. Minimum Lot Area. 26 F. Entrance to Dwelling Unit. 26 GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7 -ill (This Page Left Blank Intentionally) GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7 -iv ARTICLE VII STANDARDS 7-101 COMPLIANCE WITH ZONE DISTRICT USE RESTRICTIONS The Adams' responses to each section are in blue italics. This Article sets forth the minimum standards for proposed land use changes. In the event that certain minimum standards may be either inappropriate or cannot be practically implemented, a waiver from such standards may be considered. A written request for waiver from a specific standard should be included with the application package. DIVISION 1 GENERAL APPROVAL STANDARDS FOR LAND USE CHANGE PERMITS The fallowing standards are basic approval standards that shall apply to all proposed land use changes, including divisions of land and exempt subdivision, not otherwise exempt from the standards set forth in these Regulations. SECTION 7-101 COMPLIANCE WITH ZONE DISTRICT USE RESTRICTIONS. The land use change complies with applicable zone district use restrictions and regulations in Article III, Zoning. We are in compliance with the applicable zone Rural as described in Article 111, Zoning, specifically rural residential. The plan is to construct a house and designate the existing dwelling as an ADU. The existing dwelling is 1.104 square feet. which is an appropriate size for an ADU. SECTION 7-102 COMPLIANCE WITH COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS. The and use change is consistent with applicable provisions of the Garfield County Comprehensive Plan and any intergovernmental agreements between the County and a municipality that applies to the area where the use will occur. Our long term building plans fit within Garfield County's Comprehensive plan by. Maintaining the classification of rural low utilization c, Housing density is 2 dwelling units (DU) / 35 acres Not requiring any additional water supply a Current water rights and well will provide for all dwellings on the property. Not impacting any wildlife area U Areas that are impacted are all agricultural field. Limiting impact to water shed and drainage Sewer and drainage will be constructed at least 200' from watershed areas. SECTION 7-103 COMPATIBILITY. The nature, scale, and intensity of the proposed use are compatible with adjacent land uses and will not result in an adverse impact to adjacent land. The proposed land use change is compatible with the adjacent land uses and will not result in an adverse impact to the adjacent land. The land is farm/ranch residence. The proposed land use change is located away from the BLM property and on the irrigated fields, thus eliminating the native land disturbance. SECTION 7-104 SUFFICIENT LEGAL AND PHYSICAL SOURCE OF WATER. All applications for land use change permits requiring a water demand of 8 (eight) single family equivalents or less (one single family equivalent equals 350 gallons per day) shall have an adequate, reliable, physical, long term and legal domestic water supply to serve GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-1 ARTICLE VII STANDARDS 7-104 SUFFICIENT LEGAL AND PHYSICAL SOURCE OF WATER the use. (Note, this section shall not be construed to be required to meet the terms of an adequate water supply as defined in Section 7-105 of these regulations (Resolution 2009-53/Resolution 2010-29). A. Determination of Reliability of Water Supply. In determining adequacy of the proposed water supply the following considerations shall apply. 1. Peak Usage. Peak demands projected to service the total development population. 2. Adequacy of Water Source. In addition to the requirements of the State Engineer and County Health Department, the following provisions shall be used to evaluate the adequacy of the water source intended to serve the proposed development. a. The average daily demand of the entire service area and the proposed development shall be based upon 350 gpd per residential unit, or [75] gpd per capita, whichever is greater. b. The average daily demand for commercial and industrial uses shall be reviewed based on the anticipated demand of the proposed development, based on standard engineer's criteria. 3. Quality of Water Source. Water supplies shall be treated by a method acceptable to conform to minimum State standards. The County may require test wells. 4. irrigation Water. The demand for irrigation water shall be based upon the type of vegetation to be maintained, soil characteristics, the historic yield of the property and available water rights. 5. Fire Protection Requirements. The water supply demand for fire protection shall be based upon recognized and customary engineering standards and requirements of the applicable fire protection district. Subdivision developments shall comply with the provisions of Section 7-403, Fire Protection, of this Article. B. Individual Wells. 1. individual on-site wells shall not be permitted for developments with densities greater than one dwelling unit per two acres. 2. The well shall have adequate water quality, quantity and dependability for the proposed use (Resolution 2010-75). a. A minimum 24 hour pump test shall be performed on the well(s) to be used. The results of the pump test shall be analyzed and summarized in a report including basic well data (size, depth, static water level, aquifer, etc.) pumping rate, draw down, recharge and estimated long term yield. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-2 ARTICLE VII STANDARDS 7-104 SUFFICIENT LEGAL AND PHYSICAL SOURCE OF WATER The report shall be prepared by a qualified engineer of ground water hydrologist and include an opinion that the well will be adequate to supply water for the proposed uses. The report shall also address the impacts to ground water resources in the area. b. Water use assumptions shall include an average of no less than 3.5 people per dwelling, using 100 gallons of water per person per day, plus and irrigation and livestock watering uses. c. If the well is shared, a legal well -sharing declaration addressing all easements and costs associated with operation and maintenance of the system and identifying the person responsible for paying costs and how assessment will be made for those costs. d. At a minimum, the water quality of the well shall be tested by an independent testing laboratory for the basic Colorado Primary Drinking Water Standards for inorganic chemicals (heavy metals, nitrate, sulfate and asbestos), bacteria and radioactivity. The results should show that the applicable standards are met or otherwise identify a treatment system to meet the standards. Testing for the Secondary Drinking Standards (taste, odor, color, staining, scaling, corrosion, etc.) is recommended. The property contains both a well and water rights that can support the additional dwelling. The existing well can support the use to 3 SFD. 1 acre lawn and garden irrigation, and watering of livestock on farinlranch. The existing water rights for the land are: 0.33 cubic feet per second (C. S. F.) out of the Jennings No. 1 Ditch, priority 220J. See existing well permit and water rights in Appendix A. SECTION 7-105 ADEQUATE WATER SUPPLY. An adequate water supply pian shall be required for any preliminary or final approval of an application for rezoning, planned unit development, limited impact or major impact review, development or site plan, or similar application for new construction. This section shall apply to all development permits which require a water demand in an amount of more than 8 (eight) single-family equivalents where 1 (one) single-family equivalent equals 350 gallons of water per day (Resolution 2010-29). A. Authority. The Board of County Commissioners, pursuant to §29-20-301, et seq. C.R.S., as amended, shall not approve an application for a development permit unless it determines in its sole discretion, after considering the application and all of the information provided, that the applicant has satisfactorily demonstrated that the proposed water supply will be adequate. Nothing in this section shall be construed to require that the applicant own or have acquired the proposed water supply or constructed the related infrastructure at the time of the application (Resolution 2010-29). B. Water Supply Requirements. All applications for development permits shall include the estimated water supply requirements for the proposed development in a report prepared by a registered GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-3 ARTICLE VII STANDARDS 7-105 ADEQUATE WATER SUPPLY professional engineer licensed to practice in the State of Colorado qualified to perform such work, The report shall include the following: (1) An estimate of the water supply requirements for the proposed development through build -out conditions; (2) A description of the physical source of water supply that will be used to serve the proposed development; (3) Water quality shall be demonstrated by complying with the Colorado Department of Public Health and Environment's drinking water standards for all development permits requiring a water demand of 8 SFE or greater. (4) An estimate of the amount of water yield projected from the proposed water supply under various hydrologic conditions; (5) Water conservation measures, if any, that may be implemented within the development; (6) Water demand management measures, if any, that may be implemented within the development to account for hydrologic variability; (7) (8) Proof of a legal water supply shall include but may not be limited to an approved substitute water supply plan contract, approved augmentation plan, approved well permit, a summary of consultation from water court, or a legally adjudicated domestic water source; and Such other information as may be required by the Board of County Commissioners. C. Water Supplied by Water Supply Entity Requirements. If the development is to be served by a water supply entity, the Board of County Commissioners may allow the applicant to submit, in lieu of the report required by Section 7-105(8), a letter prepared by a registered professional engineer licensed to practice in the State of Colorado qualified to perform such work from the water supply entity stating whether the water supply entity is willing to commit and its ability to provide an adequate water supply for the proposed development. The water supply entity's engineer shall prepare the letter if so requested by the applicant. At a minimum, the Letter shall include: (1) An estimate of the water supply requirements for the proposed development through build -out conditions; (2) A description of the physical source of water supply that will be used to serve the proposed development; GARFIELD COUNTY UNIFIED LANG 113E RESOLUTION OF 2008, AS AMENDED 7-4 ARTICLE VII STANDARDS 7-105 ADEQUATE WATER SUPPLY (3) An estimate of the amount of water yield projected from the proposed water supply under various hydrologic conditions; (4) Water conservation measures, if any, that may be implemented within the proposed development; (5) (6) (7) Water demand management measures, if any, that may be implemented to address hydrologic variations; and Such other information as may be required by the Board of County Commissioners. In the alternative, an applicant shall not be required to provide a letter or report identified pursuant to Sections 7-105(B) and 7-105(C)(1) — (6) above if the water for the proposed development is to be provided by a water supply entity that has a water supply plan that: a. Has been reviewed and updated, if appropriate, within the previous ten years by the governing board of the water supply entity; b. Has a minimum twenty-year planning horizon; c. Lists the water conservation measures, if any, that may be implemented within the service area; d. Lists the water demand management measures, if any, that may be implemented within the development; e. Includes a general description of the water supply entity's water obligations; f. Includes a general description of the water supply entity's water supplies; and g. Is on file with the coca} government. D. Determination of Adequate Water Supply. The Board of County Commissioners' sole determination as to whether an applicant has a water supply that is adequate to meet the water supply requirements of a proposed development shall be based on consideration of the following information: (1) The documentation required by Sections 7-105(B) and 7-105(C) (Resolution 2010-29); (2) A letter from the state engineer commenting on the documentation required pursuant to Sections 7-105(B) and 7-105(C) (Resolution 2010-29); (3) Whether the applicant has paid to a water supply entity a fee or charge for the purpose of acquiring water for or expanding or constructing the infrastructure to serve the proposed development; and GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-5 ARTICLE VII STANDARDS 7-105 ADEQUATE WATER SUPPLY (4) Any other information deemed relevant by the Board of County Commissioners to determine, in its sole discretion, whether the water supply for the proposed development is adequate, including, without limitation, any information required to be submitted by the applicant pursuant to applicable local government land use regulations or state statutes. Building is not expected to require additional water where it will exceed 8 single dwelling units or greater than 2,800 gallons of water a day. See existing well permit and water rights in Appendix A. SECTION 7-106 ADEQUATE CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS. The land use change shall be served by water distribution and wastewater systems that are adequate to serve the proposed use and density. A. Water Distribution System Standards. 1. Central Water Distribution System Preferred. Where water service through a water supply entity is not physically or economically feasible, a central well and distribution system is preferred over individual wells (Resolution 2010-29). 2. Central Water Distribution System Required. The following conditions require connection to a central water system. a. Proximity to Central System. The property is located within 400' of a central water system, the system is available and adequate to serve the proposed development, and connection is practicable and feasible. b. 15 or More Dwelling Units. Central water will be required for residential developments consisting of fifteen (15) or more dwelling units. 3. Design. The water distribution system shall be designed by a qualified professional engineer licensed by the State of Colorado and shall be approved by the Colorado Department of Public Health and Environment and the County. a. Sized for Initial and Future Demand. The water distribution system shall be sized to meet both the initial and future demands of the proposed development. Oversizing for likely extensions may be required and Environment's drinking water standards for all development permits requiring a water demand of 8 SFE or greater. (See Article VII, Section 7-105). (Resolution 2010-29) GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-6 ARTICLE VII STANDARDS 7-106 ADEQUATE CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS b. Sized for Maximum Day Demand. The system shall be sized for maximum day demand plus fire or peak hour demand, whichever is greater. (1) Unless otherwise approved by the County Engineer, maximum day demand shall be 3.0 times average day demand, and maximum hour demand shall be 6.0 times average day demand. (2) Minimum residual pressures shall be 40 psi under maximum hour demands; 20 psi if direct flow is used. (3) The actual pressure in the supply system under the conditions specified shall be used in designing the distribution system. Assumed future supply pressures and points of connection for designing the system in all other cases shall be subject to the approval of the County Engineer. If future connection to a different supply system is anticipated, critical pressure in that system may be used as the starting design pressure. c. Water Lines. Where dead ends are proposed for cul-de-sacs, there shall be a fire hydrant or blow -off valve at the end of the line. Otherwise, all lines shall be looped, with no dead ends included in the system_ d. Stem Design. On -lot water supply stems shall be designed to minimize or eliminate infiltration. e. Water Mains. All water mains shall be a minimum diameter necessary to the water demands for the project based on standard engineering criteria. Quality and Material Specifications. Material specifications for all water distribution systems shall be approved by the County Engineer. Proposed specifications shall include the following. The strength rating for distribution piping and fittings with fire flow demand shall have a minimum safety factor of four times the anticipated internal operating pressure. ii. The distribution system shall be designed for a minimum service life of 50 years. iii. The distribution system shall have sufficient cover to prevent freezing, B. Wastewater System Standards. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-7 ARTICLE VII STANDARDS 7-106 ADEQUATE CENTRAL WATER DISTRIBUT€DN AND WASTEWATER SYSTEMS Central Sewer System Preferred. Every effort shall be made to secure a public sewer extension. Where connections to an existing public sewer are not physically or economically feasible, a central collection system and treatment plant is preferred. 2. Central Sewer System Required. The following conditions require connection to a central sewer system. a. Proximity to Central System. The property is located within 400' of a central sewer system, the system is available and adequate to serve the proposed development, and connection is practicable and feasible, b. ISDS Not Suitable. The property is not suitable for a septic system, or individual sewage disposal system (ISDS). Septic systems or individual sewage disposal systems are not permitted on parcels less than one (1) acre in size. 3. Design. The wastewater system shall be designed by a qualified professional engineer licensed by the State of Colorado, and reviewed by the County Planning Department. The system shall be designed in compliance with the standards established by the Colorado Department of Public Health and the Environment. Site location approval shall be obtained from the Colorado Water Quality Control Commission for systems requiring their approval. a. The collection system shall not be designed for less capacity than the anticipated maximum daily sewage flow or treatment requirements. Where guidelines and standards are not available, the design intended for use shall be reviewed by the County Planning Department. b. Collection systems shall be designed and sized to comply with the guidelines and requirements of the applicable service provider. Approval of the proposed system by the service provider shall be a recommended condition of approval by the County Planning Department_ Collection systems shall be sized to meet present and future demands of the proposed development. Oversizing for likely extensions may be required. ii, The constructed systems shall minimize, unless otherwise specified by the service agency. 4. Occupancy Restrictions. Where connection to a central collection and treatment system is proposed and approved, but not available until installation or expansion of such facilities is completed, no uses shall GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-8 ARTICLE VI STANDARDS 7-106 ADEQUATE CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS occupy the lot until the collection and treatment system is available to service the proposed use_ 5. Repair and Maintenance. Adequate provisions for repair and maintenance of the wastewater system shall be required. 6_ Public Systems. a. For proposed developments within 400 feet of an existing sanitary sewer main, or located in the Urban Growth Area Overlay, the Board may require the subdivider to make provisions for the extension of service, including escrow funds for the installation of sewer mains and house connections in addition to the installation of temporary individual on-site sanitary disposal systems. b. 0 a public system is not available, a central on-site treatment plant and collection system or dry lire with an !SOS used until the central system is available, in compliance with appropriate municipal standards, and accepted by the County Health Department, may be used. 7. Private Systems. A septic system, or individual sewage disposal system (ISOS), permitted under these Regulations shall comply with the Garfield County Individual Sewage Disposal System Regulations. a. Where individual or central on-site treatment systems are proposed, lots shall be Laid out to provide a suitable treatment area for each lot or grouping of lots in conformance with criteria established by the County. b. Where leach fields are proposed, evaluation of suitable treatment area shall include soil suitability, slopes, surface hydrology, and water table depth including anticipated variation with time. i. Percolation tests shall be sufficient to reasonably assure that each lot will have suitable treatment area. Larger Tots may be required to accommodate the capacity of the proposed treatment system. c. Each site in the development shall be capable of accommodating a septic system or accommodating an alternative engineered system in compliance with requirements of the County Health Department. 8. Minimum Lot Requirements for Private Systems. Unless otherwise provided in these Regulations, the proposed system shall comply with the minimum lot requirements set forth in Table 7-105 B, below. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-9 ARTICLE VII STANDARDS 7-106 ADEQUATE CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS a. The minimum lot area may be increased and the number of uses permitted under the applicable zoning district may be decreased if the County Health Department determines that the proposed use of septic tanks or other individual sewage treatment facilities could result in a danger to public health. TABLE 7-1058 SEWAGE DISPOSAL SYSTEM MINIMUM LOT REQUIREMENTS METHOD OF DISPOSAL LOT AREA Less than 1 Acre 1-2 Acres Over 2 Acres Cesspool Prohibited Prohibited Prohibited Anaerobic Disposal on Lot2 Prohibited' Allowed4 Allowed Aerobic Treatment on Lots Prohibited' Allowed4 Allowed Treatment Off -Lot — Nondischarging Allowed Allowed Allowed Treatment Off Lot — Discharging Allowed Allowed Allowed NOTES: 1. Cesspool prohibited by state Jaw. 2. Septic tank and subsurface disposal or dispersal method shall comply with Garfield County Individual Sewage Disposal Systems Regulations and applicable state requirements. 3. Aeration plant and disposal or dispersal method shall comply with the Garfield County Individual Sewage Disposal Systems Regulations and applicable state requirements. 4. Domestic water shall be supplied from an approved central source. 5. Sewage treatment works with subsurface disposal shall be approved by the state. 6. Sewage treatment works discharging to ground surface or waters of the state shall be approved by the state. 7. Prohibited for new development; may be considered for legally permitted pre-existing single lot. Water will be supplied from a common well, see Appendix A. The new structure and planned future building will utilize a common septic tank. The existing building (proposed ADU) has its own existing septic tank that will be utilized. The property is located more than 4 miles from public water and sewer facilities. Power will be supplied by Xce! energy via underground power from their existing medium voltage distribution system. Fire protection water can be sourced from East Elk Creek located approximately 750' feet from the building. SECTION 7-107 ADEQUATE PUBLIC UTILITIES. Adequate public utilities shall be available to serve the land use change, Utilities are subsequent to supply the residential and agricultural uses proposed, GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-10 ARTICLE VII STANDARDS TABLE 7-105 B SECTION 7-108 ACCESS AND ROADWAYS. All roads shall be designed to road design standards set forth in Section 7-307 and al! roads shall be reviewed by the County Engineer. (2009-53) A. Access to Public Right -of -Way. All lots and parcels shall have access to a public right-of-way. B. Safe Access. Access to and from the use shall be safe and in conformance with applicable county, state and federal access regulations. Where the land use change causes warrant(s) for improvements to State or federal highways, the developer shall be responsible for paying for those improvements (Resolution 2010-75). C. Adequate Capacity. Access serving the proposed use shall have the capacity to accept the additional traffic generated by the use safely and efficiently. The use shall not cause traffic congestion or unsafe traffic conditions, and all impacts to the County and state roadway system shall be mitigated through roadway improvements or impact fees, or both. Access to the property from County Road 241 is part of an easement and all new roads will be constructed to meet the counties road requirements. See Appendix 6 for access easements to the property. SECTION 7-109 NO SIGNIFICANT RISK FROM NATURAL HAZARDS. The use is not subject to significant risk from natural hazards and will not exacerbate existing natural hazards. A. Platting of Land Subject to Natural Hazards Prohibited or Restricted. Land subject to identified natural hazards such as falling rock, landslides, snow slides, mud flows, radiation, flooding or high water tables, shall not be platted unless mitigation is proposed by a qualified professional engineer licensed by the State of Colorado, and approved by the County. The existing building has no known soil defects or at risk for natural hazards. The proposed building area is currently in a field with no known soil defects or at risk of natural hazards. DIVISION 2 GENERAL RESOURCE PROTECTION STANDARDS FOR LAND USE CHANGE PERMITS The following resource protection standards shall apply to all proposed land use changes, including divisions of land and exempt subdivision, not otherwise exempt from the standards set forth in these Regulations. SECTION 7-201 PROTECTION OF AGRICULTURAL LANDS. A. No Adverse Affect to Agricultural Operations. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-11 ARTICLE Vil STANDARDS 7-201 PROTECTION OF AGRICULTURAL LANDS Land use changes on lands adjacent to or directly affecting agricultural operations shall not adversely affect, or otherwise limit the viability of existing agricultural operations. Proposed division and development of the land shall minimize the impacts of residential development on agricultural lands and agricultural operations, and maintain the opportunity for agricultural production on the most productive and viable parcels of land. B. Domestic Animal Controls. Dogs and other domestic animals that are not being used to assist with the herding or the care of livestock shall not be permitted to interfere with livestock or the care of livestock on agricultural lands. The County shall require protective covenants or deed restriction as necessary to control domestic animals. C. Fences. Fences shall be constructed to separate the development from adjoining agricultural lands or stock drives as required to protect agricultural lands by any new development. Fences shall be maintained and any breaks in fences shall be at properly maintained metal or wood gates or cattle guards by the development's homeowners association. D. Roads. Roads shall be located a sufficient distance back from the property boundaries so that normal maintenance of roads, including snow removal, will not damage boundary fences. Dust control shall be required, both during and after construction, to minimize adverse impacts to livestock and crops. F. Irrigation Ditches. 1. Maintenance. Where irrigation ditches cross or adjoin the land proposed to be developed, the developer shall insure that the use of those ditches, including maintenance, can continue uninterrupted. 2. Rights -of -Way. The land use change shall not interfere with the ditch rights-of-way. 3. Maintenance Easement. A maintenance easement of at least twenty-five (25) feet from the edges of the ditch banks shall be preserved and indicated on any final plat for subdivision, or the final development plan for any non -subdivision use. When approved in notarized written form by the ditch owner(s), that distance may be decreased. Proposed building will not hinder any of the existing ditches or the agricultural in the surrounding properties. Property includes a set easement for these purposes that the house I road will compliment. Fences to separate the residential and agricultural areas will be constructed to match the existing livestock fences. See Site Plan Map for details of the placement of proposed building and existing building. SECTION 7-202 PROTECTION OF WILDLIFE HABITAT AREAS. The applicant shall consult with the Colorado Division of Wildlife or a qualified wildlife biologist in determining how best to avoid or mitigate impacts to wildlife habitat areas. Methods may include, but are not limited to, one or more of the following. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-12 ARTICLE VII STANDARDS 7-202 PROTECTION OF WILDLIFE HABITAT AREAS A. Buffers. Visual and sound buffers shall be created through effective use of topography, vegetation, and similar measures to screen structures and activity areas from habitat areas. 8. Locational Controls of Land Disturbance. Land disturbance located so that wildlife is not forced to use new migration corridors, and is not exposed to significantly increased predation, interaction with vehicles, intense human activity, or more severe topography or climate. C. Preservation of Native Vegetation. 1. Vegetation Utilized by Wildlife. Proposed land use changes are designed to preserve large areas of vegetation utilized by wildlife for food and cover, based upon recommendations by the Colorado Division of Wildlife. 2. Removal and Replacement of Native Vegetation, When native vegetation must be removed within habitat areas, it is replaced with native and/ or desirable non-native vegetation capable of supporting post -disturbance land use. 3. Removal of Noxious Weeds. Vegetation removed to control noxious weeds is not required to be replaced, unless the site requires revegetation to prevent other noxious weeds from becoming established. D. Habitat Compensation. Where disturbance of critical wildlife habitat cannot be avoided, the developer may be required to acquire and permanently protect existing habitat to compensate for habitat that is lost to development. E. Domestic Animal Controls. The County may require protective covenants or deed restrictions as necessary to control domestic animals by fencing or kenneling, and specific penalties for failure to comply. The proposed location is currently an irrigated field that does not have any native vegetation and is not pact of a wildlife habitat. As part of the continual ranching operation noxious weeds are continually being removed. SECTION 7-203 PROTECTION OF WETLANDS AND WATERBODIES. A. Restrictive Inner Buffer. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-13 ARTICLE VII STANDARDS 7-203 PROTECTION OF WETLANDS AND WATERBODIES INNER BUFFER ZONE INNER BUFFER ZONE f-35+ High Water Aram Figure 7-203 A: Inner Buffer Zone 1. Minimum Setback. A setback of thirty-five (35) feet measured horizontally from the typical and ordinary high water on each side of a waterbody is required. 2. Structures Permitted In Setback. irrigation and water diversion facilities, flood control structures, culverts, bridges and other reasonable and necessary structures requiring some disturbance within this setback may be permitted. 3. Structures and Activity Prohibited in Buffer Zone. Unless otherwise permitted or approved, the following activities and development shall be prohibited in the restrictive inner buffer zone include: a. Placement of material, including without limitation any soil, sand, gravel, mineral, aggregate, organic material, or snow plowed from roadways and parking areas. b. Construction, installation, or placement of any obstruction or the erection of a building or structure. c. Removal, excavation, or dredging of solid material, including without limitation any soil, sand, gravel, mineral, aggregate, or organic material. d. Removal of any existing live vegetation or conducting any activity which will cause any toss of vegetation, unless it involves the approved removal of noxious weeds, non-native species, dead or diseased trees. e. Lowering of the water level or water table by any means, including draining, ditching, trenching, impounding, pumping or comparable means. f. Disturbance of existing natural surface drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics by any means including without limitation grading and alteration of existing topography. Measures taken to restore GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-14 ARTICLE VII STANDARDS 7-203 PROTECTION OF WETLANDS AND WATERBODIES existing topography to improve drainage, flow patterns and flood control must be approved. All parts of the building (including the septic system) are set back at least 200' from East Elk Creek the closest watershed. SECTION 7-204 PROTECTION OF WATER QUALITY FROM POLLUTANTS. The following regulations shall apply to all land use changes, except agricultural activities allowed by right. A. Compliance with State and Federal Regulations. At a minimum, all hazardous materials shall be stored and used in compliance with applicable state and federal hazardous materials regulations. B. Storage Near Waterbodies Restricted. 1. The storage of hazardous materials within one hundred (100) horizontal feet of any waterbody is restricted. When no practical alternative exists, site specific best management practices shall be employed to minimize potential adverse water quality impacts. 2. Sand and salt for road traction shall not be stored within one hundred (100) horizontal feet of any waterbody unless there is no practicable alternative, in which case suitable site-specific best management practices shall be utilized. C. Spill Prevention. Measures shall be implemented to prevent spilled fuels, lubricants or other hazardous materials from entering a waterbody during construction or operation of equipment and/or facility. If a spill occurs it should be cleaned up immediately and disposed of properly. D. Machine Maintenance. Maintenance of vehicles or mobile machinery is prohibited within 100 feet of any waterbody. Emergency maintenance may be conducted until the vehicle or machinery can be moved. E. Fuel storage Areas. Containment measures shall be provided for all fuel storage areas to prevent release into any waterbody. Inventory management or leak detection systems may be required. F. Waste Storage. Areas used for the collection and temporary storage of solid or liquid waste shall be designed to prevent discharge of these materials in runoff from the site. Collection sites shall be located away from the storm drainage system. Other best management practices such as covering the waste storage area, fencing the site, and constructing a perimeter dike to exclude runoff may also be required, GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-15 ARTICLE VII STANDARDS 7-204 PROTECTION OF WATER QUALITY FROM POLLUTANTS All buildings and construction activities will occur at a minimum of 200' from East Elk Greek, the closet watershed. SECTION 7-205 EROSION AND SEDIMENTATION. The following requirements shall apply to land disturbances shall be subject to the Colorado Department of Health and Environment, National Pollutant Discharge Elimination System Permit and to all land development disturbing more than one-half (1/2) acre, with the exception of agricultural grading activities, unless excepted by CDPHE. The anticipated total disturbance area of the construction activities is approximately 0.33 acre or Tess. SECTION 7-206 DRAINAGE. A. Site Design to Facilitate Positive Drainage. Lots shall be laid out to provide positive drainage away from all buildings. B. Coordination with Area Storm Drainage Pattern. Individual lot drainage shall be coordinated with the general storm drainage pattern for the area. 1. Drainage ditches shall have a minimum slope of no less than 0.75% Energy dissipaters or retention ponds shall be installed in drainage ditches where flows are in excess of 5 feet/second. Ditches adjacent to roads shall have a maximum slope of 3:1 on the inside and outside edges, except where there is a cut slope on the outside edge where the edge of the ditch shall be matched to the cut slope. 2. Subdrains shall be required for all foundations where possible and shall divert away from building foundations and daylight to proper drainage channels. 3. Avoid Drainage to Adjacent Lots. Drainage shall be designed to avoid concentration of drainage from any lot to an adjacent lot. The site will be constructed with appropriate backfill and French drains to ensure water is drained away from the building. There are no storm drains that can be coordinated within this region. SECTION 7-207 STORMWATER RUN-OFF. These standards shall apply to any -new development within 100 feet of a waterbody, and to any other development creating 10,000 square feet or more of impervious surface area. A. Avoid Direct Discharge to Streams or Other Waterbodies. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-16 ARTICLE VI I STANDARDS 7-207 STORMWATER RUN-OFF Stormwater runoff from project areas likely to contain pollutants shall be managed in a manner that provides for at least one of the following and is sufficient to prevent water quality degradation, disturbance to adjoining property and degradation of public roads. 1. Runoff to Vegetated Areas. Direct runoff to stable, vegetated areas capable of maintaining sheetflow for infiltration. Vegetated receiving areas should be resistant to erosion from a design storm of 0.5 inches in 24 hours. 2. On -Site Treatment. On-site treatment of stormwater by use of best management practices designed to detain (see Section 7-207C, Detain and Treat Run-off below) or infiltrate the runoff and approved as part of the Stormwater Quality Control Plan prior to discharge to any natural waterbody. 3. Discharge to Stormwater Conveyance Structure. Discharge to a stormwater conveyance structure, designed to accommodate the projected additional flows from the proposed project, with treatment by a regional or other stormwater treatment facility prior to discharge into any natural waterbody. B. Minimize Directly -Connected Impervious Areas. The site design shall minimize the extent of directly -connected impervious area by including the following requirements. 1. Drainage Through Vegetated Pervious Buffer Strips. Runoff from developed impervious surfaces (rooftops, parking Tots, sidewalks, etc.) shall drain over stable, vegetated pervious areas before reaching stormwater conveyance systems or discharging to water bodies. 2. Techniques Used in Conjunction with Buffer Strip. The requirement that all impervious areas drain to vegetated pervious buffer strips (paragraph B1, above) may be reduced if the outflow from the vegetated pervious buffer strip is directed to other stormwater treatment methods. Examples of other potential techniques to be used in conjunction with vegetated pervious buffer strip are: infiltration devices, grass depressions, constructed wetlands, sand filters, dry ponds, etc. 3. Grass Buffer Strip Slope Design. When impervious surfaces drain onto grass buffer strips a slope of less than 1O% is encouraged, unless an alternative design is approved by the County. C. Detain and Treat Runoff. Permanent stormwater detention facilities are required to be designed to detain flows to historic peak discharge rates and to provide water quality benefits. Design criteria for detention facilities include: GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-17 ARTICLE VII STANDARDS 7-207 STORMWATER RUN-OFF 1. Detention facilities shall ensure the post -development peak discharge rate does not exceed the pre -development peak discharge rate for the 2 - year and 25 -year return frequency, 24-hour duration storm. In determining runoff rates, the entire area contributing runoff shall be considered, including any existing off-site contribution 2. To minimize the threat of major property damage or loss of life all permanent stormwater detention facilities must demonstrate that there is a safe passage of the 100 -year storm event without causing property damage. 3. Channels downstream from the stormwater detention pond discharge shall be protected from increased channel scour, bank instability, and erosion and sedimentation from the 25 -year return frequency, 24-hour design storm_ 4. Removal of pollutants shall be accomplished by sizing dry detention basins to incorporate a 40 -hour emptying time for a design precipitation event of 0.5 inches in 24 hours, with no more than fifty percent (50%) of the water being released in twelve (12) hours. If retention ponds ("wet ponds") are used, a 24-hour emptying time is required. For drainage from parking lots, vehicle maintenance facilities, or other areas with extensive vehicular use, a sand and oil grease trap or similar measures also may be required. To promote pollutant removal, detention basins length -to -width ratio should be not less than 2, with a ratio of 4 recommended where site constraints allow. A sedirnentation "forebay" is recommended to promote Tong -term functioning of the structure. Access to both the forebay and pond by maintenance equipment is required. 5. Culverts, drainage pipes and bridges shall be designed and constructed in compliance with AASHTO recommendations for a water live load. 6. A written inspection and maintenance agreement shall be required to ensure regular inspection and maintenance of on-site detention facilities. All work is set back at least 200' from the nearest watershed, which is East Elk Creek. NIA SECTION 7-208 AIR QUALITY. The land use change shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. Work will be completed with small equipment that has not been known to measurably impact the air quality in the region. SECTION 7-209 AREAS SUBJECT TO WILDFIRE HAZARDS. The following standards shall apply to land use changes in Areas Subject to Wildfire Hazards, as identified on the County Wildfire Hazards Map. A. Location Restrictions. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-18 ARTICLE VII STANDARDS T209 AREAS SUBJECT TO WILDFIRE HAZARDS Development associated with the land use change shall not be located in any area designated as a severe wildfire hazard area with slopes greater than thirty percent (30%) or within a fire chimney, as identified by the Colorado State Forest Service. Development Does Not Increase Potential Hazard. The proposed land use change shall be developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. C. Fuel Modifications. If the proposed land use change includes fire hazard areas that can be reduced to lower hazard ratings through thinning, clumping, reduction of "ladder" fuels (vegetation that may allow a fire to burn from ground level to lower tree branches), removal of hanging limbs near chimneys, creation of defensible space around structures, or other such modifications, then such fuel modifications shall be required. D. Roof Materials and Design. Roof materials shall be made of non-combustible "Class A" materials and roofs shall employ a design that is pitched. B. Safety Areas in Residential Development. Areas designated by the applicable fire protection district as temporary public evacuation areas during fires shall be indicated by permanent signs along roads in the development area. These areas shall also be designated on the final plat, or on the final development plan for land use change suhject to Major Impact review. F. Cul -de -Sac. Cul-de-sacs shall have a turn -around pad at the end with a minimum right-of-way of forty-five (45) feet and an all-weather gravel or paved surface of a minimum of forty-five (45) feet. Dead end roads without turn -around areas shall be prohibited, unless approved by the appropriate local fire district. G. Hammerhead. Hammerhead turnarounds may be approved by the Board provided the appropriate fire district or the Sheriff approves the proposed turning radius and length. H. Road Grade. All dedicated roads in wildfire hazard areas shall be a maximum grade of eight percent (8%); all roads having centerline curves greater than forty-five (45) degrees in arc shall have a maximum of six percent (6%) grade along such curves. On straight line portions, a grade of ten percent (10%) shall be allowed for a maximum of 200 feet in horizontal distance, unless approved by the appropriate local fire district. Steeper grades may be approved by the Board, suhject to the approval of the appropriate fire district or the Sheriff. The area is not part of a wildfire hazard because of the offset between the building and forested areas. Forested areas are at least 200' from the proposed building and existing building. GARFIELD COUNTY UNIFIED LAND 115E RESOLUTION OF 2008, AS AMENDED 7-19 ARTICLE VII STANDARDS 7-212 RECLAMATION SECTION 7-210 AREAS SUBJECT TO NATURAL HAZARDS AND GEOLOGIC HAZARDS. The development shall be designed to eliminate or mitigate the potential effects of hazardous site conditions, by a qualified professional geotechnical engineer. A. Development Prohibited in Red Zone Hazard Areas (High Hazard). Unless otherwise allowed by these Regulations, land use changes shall be prohibited in the Red Zone Hazard Areas as defined in these Regulations under Article XVI, Definitions, Geologic Hazards. B. Development in Blue Zone Hazard Areas (Special Engineering). A land use change may be permitted in areas designated as Blue Zone Hazard Areas, as defined in these Regulations under Article XVII, Definitions, Geologic Hazards if all the following standards are satisfied: 1. Site Constraints. The proposed land use change cannot avoid the hazard area; and 2. Mitigation of Hazards Through Site Design and Engineering. Site planning and engineering techniques will substantially mitigate any potential hazards to public health, safety and welfare; and 3. Activity Wilt Not Cause or Intensify Adverse Natural Conditions. The proposed land use change will not cause or intensify adverse natural conditions in a hazard area. C. Utilities. Above -ground utility facilities located in hazard areas shall be protected by barriers or diversion techniques approved by a qualified professional engineer licensed by the State of Colorado. The determination to locate utility facilities above ground shall be based upon the recommendation and requirements of the utility service provider and approved by the County. D. Development in Avalanche Hazard Areas. Development may be permitted to occur in avalanche hazard areas if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer licensed by the State of Colorado, or qualified professional geologist, and the plan approved by the County. 1. Certification of Construction. Building construction shall be certified to withstand avalanche impact and static loads and otherwise protected by external avalanche -defense structures that have been similarly certified. 2. Driveways and Roads. Driveways and subdivision roads shall avoid areas where avalanches have return periods of fewer than ten (10) years. 3. Vegetation Removal Prohibited. Clear -cutting, or other large-scale removal of vegetation in avalanche path starting zones or in other locations that can increase the potential avalanche hazard an the property is prohibited. GARF€ELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-20 ARTICLE VII STANDARDS 7-210 AREAS SUBJECT TO NATURAL HAZARDS & GEOLOGIC HAZARDS 4. Extractive Operations Prohibited. Extractive operations in avalanche hazard areas are prohibited when snow is on the ground unless a program of avalanche control and defense measures has been approved by the County to protect the operation. E. Development in Landslide Hazard Areas. Development may be permitted to occur in landslide hazard areas only if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer licensed by the State of Colorado, or qualified professional geologist, and approved by the County. 1. Construction Practices. Development shall comply with recommended construction practices to artificially stabilize, support, buttress or retain the potential slide area and to control surface and subsurface drainage that affects the slide area. 2. Prohibited Activities. The following development activities shall be prohibited in landslide hazard areas: a. Adding Water or Weight. Activities that add water or weight to the top of the slope, or along the length of the slope, or otherwise decrease the stability of the hazard area. Measures and structural improvements to permanently control surface and subsurface drainage from the development shall be required. b. Removing Support Material. Activities that remove vegetation or other natural support material that contributes to its stability. c. Increasing Slope. Activities that increase the steepness of a potentially unstable slope. d. Removing Toe of Land Slide. Activities that remove the toe of the landslide, unless adequate mechanical support is provided. F. Development in Rockfall Hazard Areas. Development shall be permitted to occur in rockfall hazard areas only if the applicant demonstrates that the development cannot avoid such areas and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer licensed by the State of Colorado, or a qualified professional geologist, and approved by the County. 1. Construction Practices. Development shall comply with recommended construction practices to minimize the degree of hazard. Construction practices may include: a. Stabilization. Stabilizing rocks by bolting, gunite application (cementing), removal of unstable rocks (scaling), cribbing, or installation of retaining walls. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-21 ARTICLE VII STANDARDS 7-210 AREAS SUBJECT TO NATURAL HAZARDS & GEOLOGIC HAZARDS b. Catching, Slowing or Diverting Rocks. Slowing or diverting moving rocks with rock fences, screening, channeling, damming, or constructing concrete barriers or covered galleries. c. Barriers. Installation of structural barriers around vulnerable structures to prevent rock impact. 2. Prohibited Activities. The following development activities shall be prohibited in rockfall hazard areas: a. Adding Water or Weight. Activities that add water or weight to, or otherwise decrease the stability of, cliffs or overhanging strata. b. Removing Support Material. Activities that will reduce stability, including activities that remove vegetation or other natural support material or that require excavation or cause erosion that will remove underlying support to a rockfall hazard area. G. Development in Alluvial Fan Hazard Area. Development shall only be permitted to occur in an alluvial fan if the applicant demonstrates that the development cannot avoid such areas, and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer licensed by the State of Colorado, or qualified professional geologist, and approved by the County: 1. Protective Measures. Development shall be protected using structures or other measures on the uphill side that channel, dam, or divert the potential mud or debris flow. 2. Disturbance Above Alluvial Fan Prohibited. Disturbance shall be prohibited in the drainage basin above an alluvial fan, unless an evaluation of the effect on runoff and stability of the fan and on the ground water recharge area shows that disturbance is not substantial or can be successfully mitigated. H. Slope Development. Development on slopes twenty percent (20%) or greater shall only be permitted to occur if the applicant demonstrates development complies with the following minimum requirements and standards, as certified by a qualified professional engineer licensed by the State of Colorado, or qualified professional geologist, and approved by the County: 1. Development on Slopes 20 Percent or Greater. Building Tots with twenty percent (20%) or greater slope shall require a special engineering study to establish the feasibility of development proposed for the site. The study shall address feasibility of construction required for the use, and describe the mitigation measures to be used to overcome excessive slope problems. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-22 ARTICLE VII STANDARDS 7-210 AR As SUBJECT TO NATURAL HAZARDS & GEOLOGIC HAZARDS 2. Development an Slopes Greater Than 30 Percent. Development shall be permitted to occur on slopes greater than thirty percent (30%) only if the applicant demonstrates that the development cannot avoid such areas and the development complies with the following minimum requirements and standards. a. Cutting and Filling. Cutting, filling, and other grading activities shall be confined to the minimum area necessary for construction b. Design Shall Fit Site. Development shall be located and designed to follow natural grade, rather than adjusting the site to fit the structure. Roads and driveways built to serve the development shall follow the contours of the natural terrain and, if feasible, shall be located behind existing landforms. 3. Development on Unstable or Potentially Unstable Slopes. If a site is identified as having moderate or extremely unstable slopes, then development shall be permitted only if the applicant demonstrates that the development cannot avoid such areas and the development complies with certified geotechnical design and construction stabilization and maintenance measures. a. Cutting Into a Slope. Cutting into the slope is prohibited without provision of adequate mechanical support. b. Adding Water or Weight. Adding water or weight to the top of the slope, or along the length of the slope is prohibited; c. Removing Vegetation. Vegetation shall not be removed from the slope unless it will be replaced on a timely basis acceptable to the County. d. Over -Steeping. Activities that over -steep the existing grade of an unstable slope are prohibited. 4. Development on Talus Slopes. Development shall be permitted to occur on a talus slope only if the applicant demonstrates that the development cannot avoid such areas, and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer licensed by the State of Colorado, or a qualified professional geologist, and the design approved by the County. a. Withstand Down Slope Movement. The development shall be designed to withstand down slope movement. b. Buried Foundation and Utilities. The design shall include buried foundations and utilities below the active talus slope surface. c. Minimize Site Disturbance. Site disturbance shall be minimized, to avoid inducing slope instability. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-23 ARTICLE VII STANDARDS 7-210 AREAS SUBJECT TO NATURAL HAZARDS & GEOLOGIC HAZARDS d. Removing Toe of Slope. The toe of a talus slope shall not be removed, unless adequate mechanical support is provided. Development on Corrosive or Expansive Soils and Rock. Development in areas with corrosive or expansive soils and rock shall be designed based upon an evaluation of the development's effect on slope stability and shrink -swell characteristics. Development shall be permitted only if the applicant demonstrates that the development cannot avoid such areas and the development complies with design, construction stabilization, and maintenance measures certified by a qualified professional engineer licensed by the State of Colorado, or qualified professional geologist, and the design approved by the County. 1. Drainage Away From Foundations. Surface drainage shall be directed away from foundations. 2. Concentrate Runoff into Natural Drainages. Runoff from impervious surfaces shall be directed into natural drainages or otherwise on-site in a manner that does not create or increase adverse impacts to the development site or to adjacent or other property. J. Development in Mudflow Areas. Development shall be permitted in a mudflow area only if the applicant demonstrates that the development cannot avoid such areas, and the development complies with recommended mitigating design, construction stabilization, and maintenance measures as certified by a qualified professional engineer licensed by the State of Colorado, or qualified professional geologist, and approval by the County. K. Development Over Faults. Development shall be permitted over faults only if the applicant demonstrates that such areas cannot be avoided and the development complies with mitigation measures based on geotechnical analysis and recommendations, as certified by a qualified professional engineer licensed by the State of Colorado, or by a qualified professional geologist, and approved by the County. The building site has no known geotechnical faults to be mitigated. SECTION 7-211 AREAS WITH ARCHEOLOGICAL, PALEONTOLOGICAL OR HISTORICAL IMPORTANCE. The proposed land use change shall be designed to avoid or mitigate negative impacts upon previously identified archeological, paleontological and historical resources that exist in areas to be affected by the proposed development. The area has been disturbed as part of ranching operations and does not contain any known artifacts of historical importance. SECTION 7-212 RECLAMATION. A. Applicability. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-24 ARTICLE VII STANDARDS 7-305 LANDSCAPING AND LIGHTING STANDARDS These standards shall apply to any activity that requires review and permit approval by the County, and to the following activities_ 1. Installation of !SDS. Installation of a new or replacement individual sewage disposal system (ISDS) that is required to obtain an Individual Sewage Disposal System Permit. 2. Driveway Construction. Any driveway construction that requires a Garfield County Access Permit or a Colorado Department of Transportation Access Permit. B. Reclamation of Disturbed Areas. Areas disturbed during development shall be restored as natural -appearing landforms that blend in with adjacent undisturbed topography. (Reso 2009-53) 1. Contouring and Revegetation. Abrupt angular transitions and linear placement on visible slopes shall be avoided. Areas disturbed by grading shall be contoured so they can be re -vegetated, and shall be planted and shall have vegetation established and growing based on 70% coverage as compared with the original on-site vegetation within two (2) growing seasons, using species with a diversity of native and/or desirable non- native vegetation capable of supporting the post -disturbance land use. a. Revegetation of Disturbed Areas. To the maximum extent feasible, disturbed areas shall be revegetated to a desired plant community with composition of weed -free species and plant cover typical to that site. 2. Application of Top Soil. Top soil shall be stockpiled and placed on disturbed areas. 3. Retaining Walls. Retaining walls made of wood, stone, vegetation or other materials that blend with the natural landscape shall be used to reduce the steepness of cut slopes and to provide planting pockets conducive to revegetation. 4. Slash Around Homes. To avoid insects, diseases and wildfire hazards all vegetative residue, branches, limbs, stumps, roots, or other such flammable lot -clearing debris shall be removed from all areas of the lot in which such materials are generated or deposited, prior to final building inspection approval. 5. Removal of Debris. Within six months of substantial completion of soil disturbance all brush, stumps and other debris shall be removed from the site. 6. Time Line Pian. Every area disturbed shall have a time line approved for the reclamation of the site approved by the County. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-25 ARTICLE VH STANDARDS 7-305 LANDSCAPING AND LIGHTING STANDARDS The disturbed area will be covered with the original top soil and reseeded to facilitate plant growth. The final topology will be contoured and sloped to meet the drainage requirements. DIVISION 8 STANDARDS FOR CERTAIN TYPES OF USES SECTION 7-801 ADDITIONAL STANDARDS APPLICABLE TO AN ACCESSORY DWELLING UNIT. A. Maximum Floor Area. The gross floor area for residential occupancy shall not exceed 1500 square feet. The existing building. proposed ABU, square footage is 1104' square feet. B. Compliance with Covenants and HOA Approval Requirements. The Accessory Dwelling Unit shall be allowed by Covenants or approved by the Home Owner's Association, as applicable. There is not a home owners association for this area. C. Ownership Restriction. An Accessory Dwelling Unit shall be restricted to leasehold interest in the dwelling unit and shall be for residential use only. AJf the impacted properties are owned by Daniel Adams D. Compliance with Building Code. Construction shall comply with the standards set forth in this Code and with Building Code requirements. All new construction will comply with the building codes. E_ Minimum Lot Area. 2 acres or twice the minimum lot size for zone districts with a minimum lot size less than two (2) acres. The property is 35.206 acres. F. Entrance to Dwelling Unit. A separate entrance to the accessory dwelling unit shall be required. The two dwellings have different entrances and are physically separated. GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED 7-26 State of Colorado Water Resources - View Well Details: Receipt 9501431 Page 1 of 2 c.ve+r2o Department of Natural Resp+lrcei B11Jr141a J1•Ii31J.0 :71 Colorado's Well Permit Search Well Constructed 9501431 4ivislon: 5 248806- - Water District: 39 County: GARFIELD Management District: Receipt: Permit #: Well Name / 8: Designated Basin: Case Number: WWI): Help Last Refresh: 11/14/2011 12.00:31 AM [-1 Applicant/Owners History Date Range UnIMOVIn - Present Applicant/Owner Name SAMPLE SHIRLEY Address 3103 COUNTY ROAD 241 City/State/Zip NEw UUTLE, CO 8[647. 1-3 Location Information Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section Lines SW NE 6 5-05 90.0W Sixth 7648 N 1680 E Northing (UTM y): 4391297.5 fasting (UTM x): 282697.8 Location Accuracy: Spatted from section lines Physical Address City/State/Zip Parcel /13: 23-2173.061-00-145 Subdivision Name Filing Block Lot Acres in Tract: 108.7 [-3 Permit Details Date Issued: 03/21/2003 Use(s): DOMESTIC Special Use: 155UE0 UNDER PRESUMPTION 3b -IIA Area whkh may be irrigated: 1 ACRES Maximum annual volume of appropriation: Statute: Permit Requirements: Tot81ixing Flow Meter No Date Expires: 03/21/2005 AquiferALL UNNAMED AQUIFERS (s): Geophysical Log Abandonment Report No too Cross Reference Permit Number Receipt Description PermIt(s): 1/411- 0018'1 S. Comments:Only well on 108.706 acre tract. Umit use to 3 SED, 1 acre lawn & garden irrigation & watering of Ilve Stock on Farm/ranch. Physical address: 3903 CR 241, New Castle, CO 81647, Tax #R130375. X -refer #89497 (Expired). (-3 Construction/Usage Details Well Construction Date: 04/15/7003 Pump Installation Date: 05/05/2003 Weil Plugged: 1st Beneficial Use: Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate 102 72 102 63 15 Lic # Name Address Phone Humber 1095 SHELTON, WAYNE 808 1059 BASALT, Co 8IE21 974-927.4182 1111E PLATTER, TOM BOX 4888 6LEN WOOD SKS, CO 81602 870-9840311 Driller Pump Installer [-3 Application/ Permit History Pump Installation Report Received 05/22/2003 Pump Installed 05/05/2003 Well Construction Report Received 04/23/2003 Well Constructed 04/15/2003 Permit issued 03/21/2003 Application Received 0 311 812 00 3 [-] Imaged Documents Document Name Date Imaged Annotated Well Construction & Test 11/30/2007 No Permit to Construct a well 11/3012007 No Pump Installation & Test 11/30/2007 No Residential Application 11/30/2007 Ho http://www.dwr.state.co.usfWellPermitSearchNiew.aspx?receipt=9501431 11/14/2011 State of Colorado Water Resources - View Well Details: Receipt 9501431 Page 2 of 2 Maps, DCtth & Legal Descriotlorrs 11/30/2007 No time i Contact 1' Copyright ID 2009 Colorado Oivision of Water Resources. Ali rights reserved. ;;...:. F:, -,. : , Preyett (TOP) http://www.dwr.state.co.us/ Wel lPermitSearchN iew.aspx?receipt=95O 1431 11/14/2011 Form No. GwS-11 10/2011 STATE OF COLORADO OFFICE OF THE STATE ENGINEER 1313 Sherman St., Ste 821, Denver, CO 80203 Main: (3031866-3581 Fax:A303) 866-2223 For Office Use Only CHANGE IN OWNER NAMEIADDRESS CORRECTION OF THE WELL LOCATION Review instructions an the reverse side prior to completing the form. Name. address and�thorl of Demon daimina owrershin of the well permit: NAME(S): Mailing Address: City, St. Zip: Phone tg0 DGli1 r m�}1 f7C:4Z 111 ,S--- /a ,5' l /_2 G' E 3r6../•/ 1 .5cr L -i c C / ) 20 / - 7 -C.78 This form is filed by the named individual/entity claiming that they are the owner of the well permit as referenced below. This filing is made pursuant to C.R.S. 37-90-143. (('� 7 u WELL LOCATION: Mill Permit dumber. l? 7'17 7 Receipt Number_ 7'�6 Case Number County �C3 il -, .e /Cr Well Name or# (optional) 3 ?&:; 49.6I' V(' gem Cos iik- 6''c r/ C i/Y- (Address) (City) (State) J (Zip) .sof 114 of the K'& 114, Sec. C, Twp. 5 ❑ N. or IN S., Range 1` ❑ E. or 01/W., S-+ X ri P.M. Disteece from Section Lines: 2 6, 1/6 Ft. From 03 N. or ❑ S., 1 0 e() Ft. From ME. or ❑ W. Line. - must be set to true north. , Filing/Unit OR: GPS well location information in UTM format. You must check GPS unit for required Format must be UTM. 0 zone 12 or ❑ zone 13 ; Units must be meters; Datum Easting Northing settings as follows: must be NA083; unit , Block Subdivision Name Lot The above listed owner(s) say(s) that he, she (they) own the well permit described herein. The existing record is being amended for the foltowing reasons: ® Change in name of owner 0 Change in mailing address ❑ Correction of location for exempt wells permitted prior to May 8, 1972 and non-exempt walls permitted before May 17, 1985. Please see the reverse side for further information regarding correction of the well location. I (we) claim and say that I (we) (are) the owner(s) of the well permit described above, know the contents of the statements made herein, and state that theyare true to my (our) knowledge. Signature()of the new owner "--_. ..e-.-...,-,_._ - Please print the Signer's Name & Title a : e 1 5` Date 3/ .:20// its the responsibility of the new owner of this well permit to complete and sign thls form. Signatures of agents are acceptable If en original fetter of agency signed by the owner Is attached to the firm upon Its receipt, For Office Use Only State Engineer By Date 1111MAIa1 AIIMLIK1 Miligt4ft10111,1111 Receptlof#: 808019 O8102I2811 18:49:10 RM Jean Albarioo 1 of 3 Rao Fee:$21.00 Doo Faa:0.O0 GARFIELD COUNTY CO BARGAIN AND SALE DEED KNOW ALL BY THESE PRESENTS, That Franklin Management Partnership, LLP, dated November 29, 1996, now known as Franklin Management Partnership, LLLP, a limited liability limited partnership duly organized and existing under and by virtue of the laws of the State of Colorado ("Grantor") whose legal address is 3903 CR 241, New Castle, Colorado 81647, for the consideration of the sum of TEN AND NO/100 DOLLARS, (510.00), in hand paid, hereby sells and conveys to Daniel M. Adams ("Grantee") whose legal address is 10757 S. 1120 E., Sandy, Utah 84094. the following real property situate in the County of Garfield and State of Colorado, to wit: A PARCEL OF LAND SITUATED IN SECTION 6, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE 6TH P.M. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE NORTH 1/4 CORNER OF SAID SECTION 6 (NORTHWEST CORNER OF LOT 2 OF SAID SECTION 6) BEARS N36°34'50"E 2272.30 FEET; THENCE N88°33123"E 1073.13 FEET; THENCE N74°28'20"E 220.00 FEET; THENCE S64°21'O I "E 805.22 FEET; THENCE S76°37'09"E 383.50 FEET TO A POINT IN THE CENTERLINE OF EAST ELK CREEK; THENCE ALONG SAID CENTERLINE CREEK THE FOLLOWING COURSES S16°31'58"W 173.83 FEET; THENCE 528°53'36"W 132.19 FEET; THENCE 528°50'49"E 222.83 FEET; THENCE S31°06`52"W 28.90 FEET; THENCE S29°45122"W 140.72 FEET; THENCE S47°4012"W 167.95 FEET; THENCE DEPARTING SAID CENTERLINE CREEK N68°48'55"W 276.73 FEET; THENCE N53°54'34"W 1055.28 FEET; THENCE S65°00'06"W 1181.41 FEET TO THE SOUTHWEST CORNER OF THE SE114N W 114 OF SAID SECTION 6; THENCE NO0°49'52"E 866.65 FEET TO THE POINT OF BEGINNING; SAID PROPERTY CONTAINS 35.206± ACRES AS DESCRIBED; TOGETHER WITH 0.33 CUBIC FEET PER SECOND (C.F.S.) OUT OF THE JENNINGS NO.1 DITCH, PRIORITY NO. 143AAA, .87 C.F.S OUT OF THE JENNINGS NO. 1 DITCH, PRIORITY 220J, AND AN UNDIVIDED 1/6TH INTEREST IN AND TO A DOMESTIC PIPELINE, AND ASSOCIATED WATER RIGHTS, SERVING THE PROPERTY CONVEYED TO THE FRANKLIN MANAGEMENT PARTNERSHIP, LTD ON DECEMBER 27, 1996, RECORDED THAT SAME DAY IN GARFIELD COUNTY, COLORADO, RECEPTION NO. 502863, AND THE PROPERTY IMMEDIATELY TO THE SOUTH. TO THE EXTENT OF HIS INTEREST IN THESE WATER RIGHTS, WHETHER GENERALLY OR SPECIFICALLY DESCRIBED HEREIN, GRANTEE SHALL HAVE PERPETUAL EASEMENTS, EIGHT FEET IN WIDTH, FOR ANY STRUCTURE OR WORKS (INCLUDING, BUT NOT LIMITED TO, PIPELINES) ASSOCIATED WITH THOSE WATER RIGHTS AND PRESENTLY LOCATED ON PROPERTY NOT OWNED BY THE GRANTEE IN THE SE'VNW'V, S''NE%, NE'/4SW'V, AND N'V2SE'V4 OF SAID SECTION 6; SUBJECT TO A PERPETUAL EASEMENT, EIGHT FEET IN WIDTH, FOR ANY DITCH OR PIPELINE STRUCTURES OR WORKS NOW LOCATED UPON THE CONVEYED PROPERTY, INCLUDING BUT NOT LIMITED TO, THE JENNINGS NO. 1 DITCH AND THE DOMESTIC PIPELINE SERVING THE PROPERTY CONVEYED TO THE FRANKLIN MANAGEMENT PARTNERSHIP, LTD ON DECEMBER 27, 1996, RECORDED THAT SAME DAY IN GARFIELD COUNTY, COLORADO, RECEPTION NO. 502863, AND THE PROPERTY IMMEDIATELY TO THE SOUTH; AND SUBJECT TO A PERPETUAL EASEMENT, TWENTY FEET IN WIDTH, FOR SUCH PORTION OF THE FOLLOWING DESCRIBED EASEMENT AREA THAT IS LOCATED UPON THE No. 901. Rev. I-06. BARGAIN AND SALE DEED (Page 1 of 3) 1111 nravirmomr, i 10.110 ' IIII' INL II ill Reception#! 806018 08(02.12011 10:48;10 ASS Jean f]lber ico 2 o1 3 Rec Fee:521.00 Doc Fee.0.00 GARFIELO COUNTY CO CONVEYED PROPERTY AND GRANTED FOR THE BENEFIT OF TWO PARCELS LOCATED TO THE NORTH OF THE REAL PROPERTY CONVEYED HEREIN, AS MORE PARTICULARLY SET FORTH IN THAT CERTAIN DEED OF EVEN DATE HEREWITH FROM GRANTOR TO SOARING GRAY EAGLE RANCH LLLP, AND THAT CERTAIN DEED OF EVEN DATE HEREWITH FROM GRANTOR TO SYLVIA S. MOORE: A PARCEL OF LAND SITUATED IN SECTION 6, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE 6TH P.M. BEING 20.00 FEET WIDE AND 10.00 FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHEAST CORNER OF LOT 3; THENCE N68°+18'55"W 276.73 FEET; THENCE N53°54'34"W 7.50 FEET TO THE TRUE POINT OF BEGINNING ALSO BEING THE CENTERLINE OF AN EXISTING 15 FOOT ACCESS EASEMENT; THENCE ALONG THE CENTERLINE OF SAID EASEMENT THE FOLLOWING COURSES N30°29'30"E 188.78 FEET; THENCE N14°39'08"E 141.53 FEET; THENCE N43°48'I7"E 83.20 FEET; THENCE N37°4I'33"E 177.35 FEET; THENCE N05°48'47"E 58.49 FEET; THENCE N10°14'09"W 68.71 FEET; THENCE N16°21'54"E 334.31 FEET; THENCE N33°51'34"E 189.37 TO THE POINT OF TERMINUS WHENCE THE TRUE POINT OF BEGINNING BEARS S23°5$`55"W 1208.11 FEET; COUNTY OF GARFIELD, STATE OF COLORADO. This conveyance is subject to a right of first refusal, exercisable by Shirley M. Sample, the Franklin Barton Sample Family Trust, Sylvia S. Moore, Alice Adams, Daniel M. Adams, Geoffrey F. Moore and Sarah E. Steepleton and their surviving spouses (collectively, the "right holders") and burdening the property. In the event an owner of all or any part of the property receives and, subject to the right, accepts a bona fide offer to purchase or acquire all or any part of the property ("offered Property"), such owner shall give the right holders the right to purchase or acquire the offered Property at the price and on the terms of the offer so made. Immediately upon such acceptance, that notice shall be given to each of the right holders by certified mail return receipt requested, requiring that such right holder accept the offer in writing and sign a contract to purchase or acquire the offered Property within thirty (30) days after the mailing of the notice. Notwithstanding the foregoing, if more than one of the right holders give notice of their intentions to exercise the right, the one offering what the owner determines to be the most favorable price and terms, exceeding those in the original offer, shall be entitled to solely exercise the right. The right may also be exercised by the right holders jointly. The failure of a right bolder to accept the offer to purchase or acquire the offered Property, or to sign a contract, within the period provided, shall nullify and void the right of first refusal as to that right holder. With respect to such right holder and such offer, the owner shall be at liberty to sell the offered Property to the offeror without regard to the right of first refusal. This conveyance Is subject to any remaining rights of first refusal granted under that certain deed recorded in Garfield County, Colorado on December 27, 1996 at Reception Number 502863 conveying the property to the Franklin Management Partnership, dated November 29, 1996. Any provision contained herein notwithstanding, the conveyance of all or any part of the property to a right holder or any person, or entity comprised of persons or existing for the benefit of persons, related to Franklin Barton Sample and Shirley M. Sample by consanguinity, shall not trigger the right of first refusal herein. together with any and all hereditaments and appurtenances belonging to the Grantor, including, but not limited to, water, ditch rights, gas, oil and minerals. Signed this j.s.q.day of `� i'c '` �,4 , 2011, Franklin Management Partnership, LLP No. 901. Rev. 1-06. BARGAIN AND SALE DEED (Page 2 03) Kiwi wituo1,o4warstio M4 I SI I eceptlon#: 8uset9 J9J0212011 10:46:10 RN Jean Alberto° 3 of 3 Roc F*6:321.03 Doo Fea:0.00 ORRFIFRD COUNTY CO STATE OF COLORADO ) ��++ ) ss• County of 6r 6 10 V ) The foregoing instrument was acknowledged before me this ( day of Sample, General Partner of the Franklin Management Partnership, LLP. Witness my hand and official My commission expires: 4i er/# 2011, by Shirley Wary lic Name and Address of Person Creating Newly Crete Legal Description {§38-35-I06.5, CRS.): Brian A. Steinwinder, P.L.S. 31944 The Sexton Survey Company 128 West 3'd Street Rifle, Colorado 81650 No. 901. Rev. 1-06. BARGAIN AND SALE DEED (Mtge 3 c(3) (5) THE LOCATION OF THE .PROPOSED WELL and the area on which the water will be use¢ must be indicated on the diagram below. Use the CENTER SECTION (f section, 640 acres) for the well location. , — .+ — `f" — ___..-t.. — - f — + — 1.:. A---_ 1 MILE.1f2Bo FEET - �1 4_NORTH+ -- ± .1 + ± -1- f + f t i III 1111 +- - 4- + -- 4- — + ' 9[>IIITFt �7CTlOAi LINE ' 1 1 }- + -1- + 4 4 .4 -1- 1 1 1 1 4-. — 4 — + -- -+-- -- - - -- ± -- + --..- _... 4 - ;The scale of the d€agran is 2 inches a 1 mile Each smell square represents 40 acres. (6) THE WELL MUST BE Li, At D BELOW by distances from section lines. 2.00 ft. from Ahlesec. Zine mane or outwi) /APO _ ft. from LOT BLOCK est Of FILING # sec. line SUBDIVISION (7) TRACT ON WHIC L D Owner, No. of acres the only well on this tract? t1 Will this be (8) PBOFOSED Cj4SJN3 PROGRAM Plain Casing in from ft. to __La_ ft. In. from ._ft. Perforated casing 6. In from f!3 ft to 4P ft. In from ft to ft. WATER EQUIVALENTS TABLE Mounded Fiaurgsj An sere -font carom 1 scrip of tend 1 foot deep 1 cubic foot per second lefsi ... 449 seilons per minute lgpm] A family of 5 will require epproximetely 1 410re400t of water per year. 1 scorfoot ... 43.680 cubic feet ... 326.900 amens, 1.000ppan pumped continuously for one day producsa 4.42 erorc-fost. (9) FOR REPLACEMENT WELLS flivetIlitance and direction from old well and plans for plugging it: ON ICH G . OUND WATER No. of acres- •Z ./.2 i1/./F $N6 9a1r ' (11) DETAILED DESCRIPTION of the use of ground valor: Household use and domestic wells must indicter type of disposol srstern 17. -4 to be used. (12) OTHER WATER RIGHTS used on this land, including wells. Type or right �--. Used for (purpose) Description of land on which used (13) THE APPLICANT(S) STATE(S) THATHE INFORMATION SET FORTH HEREON IS T UE TO THE BEST OF HIS KNO E. �1� � 0F '.tPPLiCAnrrs) Ert-e-c- Use additional sheets of paper if more space is required. Application must be complete where applicable. Type or print in BLACK INK. No overstrikes or erasures unless Initialed. COLORADO DIVISION OF WATER RESOURCES. 101 Columbine B)do..1845 Sherman St, Dauer. Colorado 80203 PERMIT APPLICATION FORM (X) A PERMIT TO USE GROUND WATER (XI A PERMIT TO CONSTRUCT A WELL FOR: ()C) A PERMIT TO INSTALL A PUMP RECEIVED E 7 .1 RESOURCES *0 STRf cot.d { ) REPLACEMENT FOR NO. ( )OTHER tra ous srATE i' (1) APPLICANT - mailing address NAM _�dJ��eZ- s04�l/ -r STREET .X' CITY ZSaroZ6- 61°' (State) (Zip) TELEPHONE NO. 12Pa7/‘ (2) LOCATION OF PROPOSED WEI,j- . `County C�.4 .4.GcL c7 a J % of the /l! %, Section Twp. S S. Rng. "D d • (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) Average annual amount of pound water to be appropriated (acre-feet)' ��/ �''-1 J i Number of acres to be irrigated f.,P*1` 11 Proposed total depth (feet);. J,JJ9&ice #43 Aquifer ground water is to be obtained from: 27 i Owner's well designation GROUND WATER 'MX USED € ) HOUSEHOLD USE ONLY - no Irrigation (0) €7(y DOMESTIC (1) ( I INDUSTRIAL (5) ) LIVESTOCK (2) ( ) IRRIGATION (8) ( )COMMERCIAL (41 1 ) MUNICIPAL (8) ( ) OTHER (9) (4) DRILLER Name Street City (state) tz�) Telephone No. Lic. No. FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN Receipt No. 7 g y3G - 1 Basin _ Din CONDITIONS Of APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right, from seeking relief in a civil court action. AMMO TO C8$ 1973, $?-9$-64115 (3) (b) (II) AS TU D$isY VEP. USI A TRACT OF 55 ACRIle 0li ll0 I DL IGNuTID AS 34 - ACM Inir Sino. do r. s4., 941 ii. • k' A'1- YIIII) YOB uric USE, INCLUDING THE IIGATIO1 01 JOT OUR 4n ICU OP BO= GLUM AND %mss. EXPIRED APPLICATION APPROVE(',[ PERMIT NUMPi<ERA71917 DATE ISSUED p 1=1SPIRRTI TE API► ei 2 s (S ATE affiNPEERT g � c6UNtTY L 3 IVE7/45W7/4 TRACT C 16.745 ACRES uvE • • 'r 9' SE COR NE:/45W 1/4 CENTERLINE ACCESS EASEMENT CURVE TABLE L1 --.r .. T $7 654 ". i7 7192J5 - SET 51, FT NC 111 15 NRIGA37ON N1/25E1/4 PR UNE 58758'38`W SW COR. NE1/45E1/4 1228.49' x LENGTH TANGENT CHORD BEARING DELTA 78.32' 43.15' 74.81' S72"58'28'W 59'49'47' 126.63' 159.08' 95.40' 56423'181'E 145'06'1 f 228.69' COUNTY -- ROAD 4 SE C NEI/ CENTERLINE ACCESS EASEMENT LINE TABLE u 1 ao> alt 1 t 7 1Qs.s, �lrw A'tr o I'w L4 Nt is r. . is 117( - i"rr L7 wilxjw, fie Ati sr 02% f" 14,01' 1Mi ifxk2Z /4M ► sod ataliap ]amara OEM Irmaik aiAm Go••g[e earth feet meters 1 5 - L! IV413U :•• L2 N18'4 82.35' ;z 14 Irl Pn' 124:. 5 :r• : :'�`- ==4 114.40' -. .. 0.- _r:-�L6s e _. `.µ; 2� r''' L7 '. .. r :, A a'- "j :.::.:: x i557'- L8H,'.. 149441 NAi - - 136.&. `-- . L9 173.8..r - . •__ 3.11 N z4,7 u ?;.;11'132. 191.:' �G:f2 - 122.83.: ..4--,..:,L13 ._,,, 3411 J .1 E x 2B.9Dr: -: 4 N29 ..,.. "E ,:t..=:;.:1415 � • 'r -s..:.N4T•401,2,2"E;'�' F•';� .. '::==�b'T.95' 1 mg F. 904 ,r. 1T1719"E>.• ... NE CZAR. ,SE7/4NE1 ' - • 9egfrynlrrg et Ms:: ctf Lot 2 of sad n 9 Pt�yy':' ..yy. G`C17 ! L ter tot V* fi - 5 feed : 5:.: 1.9t &epee S r. Laii ' a"•��..++ 6lhOge 5 2r 142.fee tr4e cen W 128 th:Com r- `the E1 S5 t E 1 1 4l m ce 110: : 17' 'E 13 de cnbeffiltdi't ca 1reining=. of.sOf..rfet t11:. 1327.11! Soo _.- ` E �1 hafd '� , rrp i y� Or o . 0 .5.'6 2. Met' �:`v,73', 22 t V 4;40 met 6'I : ° 6. .27'. _10.d7f.# t r` °#`,' 46.55 feet thence 4-1t#1,' . 1, W, 2dE . w .1 ce Simi .'00' _ f460. 1•' tiotk 6th 1 ( be rfmore pa ` 2 1 1J , Meet* :50' 9 net':.>`: . ��thdvlc+e west of saRt 1' 47V7# 3 :•:feet; -'ttte POINT c4r-B�GINNI r , 116 acre more or leas mshrp ith. Range -90 $est of hire .descrr3 e s fottows• o PO ; Pn tAe1 fine .. N1'. m b, Sec a d N ; Ih# :N 8 Co of': 11NE1 Q the Soul Comer 4t• sold S ' t,pet; thence 8'*5" W of Et,.ek-Crs ce IVO'Saki centerfle .i ii:flt# ,, COLIPS0911141. 0.04-?:i',E 28thence N.28* Q' 4e& thookov 26' ' . : E . 49 fee; Nr a IV ti •. Jt' ..SB'.'_.._: -. - sreet;..=' ie AC F Jr E .:1:$5 55 f Meni^, N 8`;:�e t8' feet:.. ce N::} -0t' Jr W.0 07 tee licence N $: ':=I'7'. -511 fltence !IG .0.-.;24' 2£1x.1 440 fief; then ;: ' .Ift, 22' 5 =124.8 :(fdeelkence Af :21' 527,-:E'.41k.72.feet �N 1B':. 37' T .582J5_q''' licx N41., : 0, -0 ee!:1 :POINT G.:. g S' a 7ihed 140,:•00.17#4.418`:ate7Pr tmonlion r : 51/2NE:A. 8' bears N ''18'E 117+3: ce S 5':.08," 1/4; thence., - . hem. feet. to a.' i1d : 5'r :; tow W`tS''t5 +to ..: the VIPER ifiVE S1 TCI B 44.4i 6 ACRES IRN4nON :NN,/4'Si Tr'4 it 7 485 27c.7 to 77.01crC 17 sr rr PC NE 1/4*/tit: Ll S PRICATION to q N1/2SE1/4 r Tf4A T C 145 ACRES -07147eW 1228. W CCR. Il /4sw1/4.:. FL 15 F7 ACCESS EASEMENT C0UNIY ROAD CoR V 1 St1/4 SE -CCR. NE1/45•W1/4 1228.69' CEWLINE ACCESS EA5EMEM UNE TABLE --1 ET 4 COR $ 6 sEcoR NE1/4sE1/4 A.woot...0.400:.1Y1 Sectlere-..; , .:1b Brirlth..Na 99 'West of Me d&t ll:A . more pet ufary d as follows: -tlre NorMeefff. corner of-,1/4SW14 of sad 8:. N1/f cw-oot':.'1'sold 6'm1_`: `bearar b' S5'.? 'E 18': ::, NE5'0►':''Q6' E1t81x4 • thence .>-`;53' 54' '- E rI; thence 5;; ' 48' `_. = 73fbe# d!. pof •. 40411 otrifee 2e of � c►i 1 . Peru$ mit it ;_ : ine 1N. 87.95 d: I, ek 3 85' .' �ar .;. E--04.70 fee! te�''.1'he No�! Comli�=.:pf fiat:� eMacs. 5 r r .: 21 : W. l .82 roe lip ••settee < 1 1 •4• . rice. alar] South I/I '`of= r ... X11" ��'4 5'-.61 41; :. t2286J'`; �#��°;:€,h/ones 5 87• ��:.: �': •'r��:lS feet;;;., nee along.M='4t#'lb line of the ./4SW7/4 of said ° c!lori 6 S: 97' 54' 22" W 12.84 'feel to the st Comer of NE1',;,4�S'W1 4- theft s � 48' 47' E 1 ; 1•7 .:feet,` to the POINT 0P $t I /N sold desoribekl tinct confoirrfng 176145 acres, more ar less .` • 9PUNOARY. UNE rAaL'. ilaggOlill DIRECTO :;.: OrISTANCE [ 1 N4 f 30' ,t:: ; 55.56' L2 N18 -4,9'77,E :: ; 82..35' 8s.72' .:_;L5 NDS :r ;. e::;=`' `: 114.40' L6 NIcF. "E= -'e,':,,•-... 220,•J INE"eiTit4r155.0' LB P - 8W . ,'r;::.- 71276'- �.:;,,=-;• # : =- •: L9 Ar 44527E 13655' -L10 N1:av '•E F 17.T.83': E 132.19': _ 'I49 W 422.83' i.,: ---,- -i413 N.31`►.: 7 E 25.s0'. L14 ` . N29:452 E = = : 4872' •:•L75 •:_::N474022 E :: ::; . : 16795' S[1/4N /4 704-1 f4.iFVf(4 nNda•rf E:; I 5F1/4NW7/4 rve rnAcrA OAS/S. or lg9ARNNG Ft. r exon• • fOtO4 out AUK Clip • Sir RFC LS Mot sw OA tor '2 SCALE L - 5100... 7'178 rr7J 48' NE COR S£1/4NE►/1 EAST,W( - CREW 57/2 _off¢ Li ion17e [M1E TRACT B 44.476 ACRES pRiairiov L1 48.65" 278.7 ip• riucr c SW COR. . NE1/4SW7/4 NEI/4547/4 It u TRACT C `;y :16. 14.E ACRES sorsf 014, 79 Hisao SE COR NF1/4371/4 CENIERUNE AccE 's EASEMENT CURIE TABLE ft? 49 rrr 75.00' JS . r`' ` : r� h, 0 NO BELT ' 15' 74-81' 798' w� cz. .no 1;6.63' +59.09 ss..o sa. 1e E 14eod CENTERLINE" ACCESS EASEMENT LINE. TABLE C1/4 COR 6 SE COR... ` NEl/4$4-1/4 (FACT A A . trace of Iced Ai SeCtriv : 0> 1c men Mt P.M.., belhg more : deo LE'V4L !7E • `9eglrmi+g at Arra POri4.:r/f..[ Tia • of Lot 2 of sold .Si�elfe*:1; xGdon ,6:._N ,96~21 #";r °4f ...:..:tfi.:. of Eprt Elk en ,'t1is.= y�j� eoursda cl S 41. ] -1�' ;het; hellc0 S 2'`;?#.;!! • e t'P S 30':: i s; : t 1:1,27 +fid' tfreiif.5 rF'.. . W W 17.78,7 IbeE E� ,,co "5'J8 . ,455",..2Z W 14oi .r6et1 firy ga;,5''4 "400 of** c.nk00e:I1, 8d•-- • 54'.`74" w 105428 1054 28 7e f + -8,th $ .£,t1? ¢me1rfie2$2to1eHfSelfdf'ko:Nri a ti/4 tedre N.,'2' -7 :11:-:.::-.e- 1.7*167feeE•- dd3inbed'`tiif0 eon o»Ing.-'z1 7816 war TR4CT e. A Avct:'iif fond fn Sbetlah:.li;- t1o+r7Jship 6th pQ.. being m0* parttoAresik'•dasw 9egiricin9 .5d v Poig on VW:Munk h"r. 6` Rherlcs,:,,fhe N1/4"_Com. imi-g?; Se alofiq,40id NN411N-8 !oboist Cbrnbf; oI spfd.I$T' 2NEl, E+re SoodheGst:Corrlef, eald feet- Magee -N: 9S•r05' 23' W ce i ipiA1. of East Pk. 0e4tic; :: f►ce o4. foI1`c!1tiv..sa+over= N. 47' 0¢7•-5Y E 28: 22.2 73fee4• 11 qe ;N AMITY ..I6 E E:'1710 ioot:m. . N.46.'.`1i! 1� 1 W -f1 76' feet -Eif lfce.N•;JO'; 1' 39' 42!' ]. 22880 .feleh- thence 71;:2- 24' 2 591saj'::`f24;89..7�ee/ once AF.,2' 21' 5' 37 7;82.35 1b4d':f' N '41 `: 10' ' . aefd O•d tract 'caotaT r�■rte=_ ''''AirjklerroriirlOPIMPVtiK1 rt .*Tel :Pig;' .=ba1Ap::Mon" porwcyrow ddeth 77 the Noftlik04t,'Corr,er cf t cee d1... N7/4 Cekvi r: af'safd S`.r:bf N p •th85' Qt?': -O'. E 1d4t, em.. 5 tp. y28` 114E thine 5-. b 4 . P' =: :ver+t :,Arne -Of E'erst Elk rceoR thenef;e 67.95..fge4 .`,7Sriy�- 29' 451.^1 soil y4ek er0flane $ 7"'.. .44`'4-' 6:M70 feet. fo-:th. /ort Aeon . QN,#hence:: 5 E'' :4' 21` Ir gF 00t0411/2SEt/4i': jenee. Oki N �1/4 5 87. 49''44l"'�:.iE 1228 89: feet a 1,60,$.0h Err. of to S8 ::44'22" wtne,-7_9:l.etto the. NE1, t/4,- lheli*p:-N_�D"48' 42 E 14. said efoielfr d tract coo, less:: ititt-PMS ' W1RfiLU CarRflr srarr�rar . opirg fiuse eMtets40: S PON 717055,6 *VO fir. M 4773 210.: Rd 80Uv0V?V LINE Mott Nt . set/401/4 her GOR. • NE1/4581,/4 e ¢2r' e 5E1/4NW1/4 417/4 SEC 6 .SIS'- COT{ LOT 2 POO 4cr c NE 1/4.5W1/4 TRACT C 116.145 ACRES MAX Me "4"A A 9ASYS r RRE WG 1YRe7• A PIA • • aerr AWLS 138o1 SCALE 55?: iso 0. 2 aim - !OD R TRACT- 4 108.706 *RES CREEK 57/2 NF1/4 TRACT 6 1 44.416 ACRES NE C74 • set%INE1/1 17P�4e 3'w 27F.7 SW COR. NE1/4.SE7/4 SW COR. Ple1/43W1/4 SE COR. NEi/45W!/4 CENTERLINE ACCESS EASEMENT CIIRVE rABLE •'r _1.11 t 1'•.- 4 1.•-• 95.•0' 9t 4•: C a. {� 12 ..1 ' CENTERLINE ACCESS £45!M£Nr LANE TASLt E1/4 COR, SEC 6 SE /41'7/49!'1/4 LEC4l. DESCINP71ONS A 4 rmctor lend 41 sitikipr .6L Awash*, S Tootle Atm, il0 tieeii. of Wm 663 P.M.. bMnp more Porektforty dos rrliM at !Maim Beflitelog at Pro Nod* ,1,,,:14 of saftd 4bedilvt 6 e3rnsr or rot 2 of sal Of Itis megi: f4 ri • G N els' ��' r ad rd the Via;~ of cat s Of 4actfrer+ :i. Monad. S • -Ai' t7" * ►J'711. SSaVhsaet Co r::;Of � • tot Mtriloirteltif f7'• or 8 111. 1 .a fit Off t11ecitrtleil v or East 51* dtbrrq sow m114E40091,4 as M. tiafb o coons 8 41' ' ,W55.56 f Usiidii:: rd' 48'. Jr W 82,35' et re $ F":- .”: Net the t0: ,5..: 27'. 59' 1V 12�:!Bet tem, .'p s F t �. W T7� 10 Feet ttiirtco :$•-6y 27. 48" W nom- fort Hrs4c1 S .7L0:Qt'. 4a, . ',;.75507 fiat 6AAvco 5.1,55' 1b'. E 112.7 ; Feet theh�� 3 46'. ' 13655 hot Woo, S;i71' s8" W'. 17..38.1 Boot loom ,1;.; 'J .,1 13X 79 rwe thenai 5 2d` 50' 49" E 222.83 t '. 311. 4'. w MOO -fort M.4c SJJr •!s' 22" W f40.2z mit J1, h't. 4i '. 1?' W 1E r,� i s Vat*/Q cYad4 ren N. 55'- W 8 lX' 6Wotco N .; erri34' W 105528 5 00' 06'. 1 tlsit to, tfoi reit Corner of th SEY /4 0T:;.aoc+i7 s.cfrm,;: a eat ... E 7 565 to bis aril 00W of sop St1/fil'Wt o, N 14' 4IS?.E 1 21 feet, :i1Nl lint Corrtsr of said L.di' Matce NI 17 71- . E 15254# root 01'00 POINT OF 4-' ...... mtaembod.trocf containtrfg- X706 orreuq' iaore or laws 1R4cr A Mae( of MN !n S.chba 6 1lswrshr�i 5•$ vO Pang. 90 Wast or the 514 2,74, 40,679 mono parti010*' dssc/94: di follows: • seseo i+ 17 94 a Pelt.. on til Mint t 1111 pfG Me 51/2N(7/f:.ef add 860 8011 8ithe N7/4:•Corm 4f, a Id 4 . W 6 boom N ' io 1872.15 .: fes . along AO Nefel• N B8�: 1. _ -q8' £ . 1175 .%set tothe poivii est cooky or sod $001E1/ . `'. S 5' o9' Jr W ?J2. 8* fee fid` irhe goof** C . f S ,Z 1/fi !honor f_ 44 U9. 44• :11 6500 feet Memos 85`^05.;:' j W •F feet to a Matt i t i fa e+oargos N 11' 0of rast 111;. 952", E 2 foot Memo NN dell*foe 49' 11' 2 , ,3 Jpot 1h ad •N 2r: s..1, ' , E 132;19 feet to N 16'. 31' 3d' E 7 83 flet ;;.. o. N :46'-.20' 3?' t :'8856 lent -dormer N 8' 56' 18' W'f11,76 feet. :s N:..70' 0t' 19' W.:15E07 foot thence N>63' ef7" . ' 42" E'110.611 i st..¢herce N..'2' 24' 22'"-.- 114,40 her. 684114y;N .f9" 22' 511-:f 124.89 rsgt:: *homes 'N •1' 21' 52'. C587.2 foot Htar1C0 N. 18' 40' 37': 8235 feet erV0000 N 41' 30 . foot to ; the PSOINr a8 801904/0 said tkroetewe !Tett sooty ao 44.416 defog memo or: less. of for $,chailltrYs � -t1 'sem Waive 90 Inns of fh. 8Th PRF.. boil* mors pertfoolony dioett*ad ae Mori, B1e014Arl.:01 the NorfhsM*t Corner of•.{Y s M t/45W1 / 4 of aohf•: rt 6 the N7/4 Co nil of *ea 8114ilaa 4. bees AT 26' 55' 2$' E J01543 L4.,,ci .N 63' 00'.06' E 71841 4! Memo'S 5J' 54' 3f' 8 105528. flet; thence S 88 48' 55 E 17473 Ate,to. d pohrt ott 6hs o*nlesr lore of East Elk crook there*; aerid oiotor11no 4 4r 40' 22" E 187.95 toot m7for "'Mace 29' 45' E 140.72 t� erg** sold atipsk make. .$ 8S ' 23 E 792.3is N r44' 8454 70 teat to Me 1 Cat* or tn. IS of ,Gra Seatko 6; dher1es S 5' ,[8' 27" 1Y .1 .E2 fort -to Coria-:of.yard NT/238174. e4errcd Smith lido or. said. N1/29�1/4 5 87 48' 1 :W 122889 thence S 87 58' 48" W 112549 feet•, Minute along eh, $o7,th Nos of Nlo. 1/45W7/4 of card S1ic♦Kni 6 S 87: 54' .22' W 122579. toot lo the 5dli3hlrdot aPrner of sO# NET 4.941 4; thew r1.0' 4B' 47" E 132717 (40,• to *e PONT OF B sora descrfbed rrcct containing 716.145 acme. more or rear �. Sytintrig MVP= r olaraw KAT Ar" 7fa f OF � Aw cower non iX010otrateoaooAr sgracri p, Now LF 776 4m AU teingfitagalkfiLairek 4 111 sir • tM () »all.,: 15A MOW. WRFC r .. visrANCE Li 1V41',50._ - 5856' L2 N18 481 w 82.35' 89.72' 7 129.89' - .. 114.40'. --,..k544.- i:; :.- L6 N3_E :. 220.0` L7 . N ' ,' W 755.07' L9 N'I.i• E ' 110 N •- E 17J.83' IIMIIIINEMIWAT..0 & ,.Z.W .: 22.8 ' L13 v 1'.11:.. 1 E 28.90' L14 .. N29' . [ 2 C 140.72' 5 2•-•-r N47 07 1.67.95' Nt . set/401/4 her GOR. • NE1/4581,/4 e ¢2r' e 5E1/4NW1/4 417/4 SEC 6 .SIS'- COT{ LOT 2 POO 4cr c NE 1/4.5W1/4 TRACT C 116.145 ACRES MAX Me "4"A A 9ASYS r RRE WG 1YRe7• A PIA • • aerr AWLS 138o1 SCALE 55?: iso 0. 2 aim - !OD R TRACT- 4 108.706 *RES CREEK 57/2 NF1/4 TRACT 6 1 44.416 ACRES NE C74 • set%INE1/1 17P�4e 3'w 27F.7 SW COR. NE1/4.SE7/4 SW COR. Ple1/43W1/4 SE COR. NEi/45W!/4 CENTERLINE ACCESS EASEMENT CIIRVE rABLE •'r _1.11 t 1'•.- 4 1.•-• 95.•0' 9t 4•: C a. {� 12 ..1 ' CENTERLINE ACCESS £45!M£Nr LANE TASLt E1/4 COR, SEC 6 SE /41'7/49!'1/4 LEC4l. DESCINP71ONS A 4 rmctor lend 41 sitikipr .6L Awash*, S Tootle Atm, il0 tieeii. of Wm 663 P.M.. bMnp more Porektforty dos rrliM at !Maim Beflitelog at Pro Nod* ,1,,,:14 of saftd 4bedilvt 6 e3rnsr or rot 2 of sal Of Itis megi: f4 ri • G N els' ��' r ad rd the Via;~ of cat s Of 4actfrer+ :i. Monad. S • -Ai' t7" * ►J'711. SSaVhsaet Co r::;Of � • tot Mtriloirteltif f7'• or 8 111. 1 .a fit Off t11ecitrtleil v or East 51* dtbrrq sow m114E40091,4 as M. tiafb o coons 8 41' ' ,W55.56 f Usiidii:: rd' 48'. Jr W 82,35' et re $ F":- .”: Net the t0: ,5..: 27'. 59' 1V 12�:!Bet tem, .'p s F t �. W T7� 10 Feet ttiirtco :$•-6y 27. 48" W nom- fort Hrs4c1 S .7L0:Qt'. 4a, . ',;.75507 fiat 6AAvco 5.1,55' 1b'. E 112.7 ; Feet theh�� 3 46'. ' 13655 hot Woo, S;i71' s8" W'. 17..38.1 Boot loom ,1;.; 'J .,1 13X 79 rwe thenai 5 2d` 50' 49" E 222.83 t '. 311. 4'. w MOO -fort M.4c SJJr •!s' 22" W f40.2z mit J1, h't. 4i '. 1?' W 1E r,� i s Vat*/Q cYad4 ren N. 55'- W 8 lX' 6Wotco N .; erri34' W 105528 5 00' 06'. 1 tlsit to, tfoi reit Corner of th SEY /4 0T:;.aoc+i7 s.cfrm,;: a eat ... E 7 565 to bis aril 00W of sop St1/fil'Wt o, N 14' 4IS?.E 1 21 feet, :i1Nl lint Corrtsr of said L.di' Matce NI 17 71- . E 15254# root 01'00 POINT OF 4-' ...... mtaembod.trocf containtrfg- X706 orreuq' iaore or laws 1R4cr A Mae( of MN !n S.chba 6 1lswrshr�i 5•$ vO Pang. 90 Wast or the 514 2,74, 40,679 mono parti010*' dssc/94: di follows: • seseo i+ 17 94 a Pelt.. on til Mint t 1111 pfG Me 51/2N(7/f:.ef add 860 8011 8ithe N7/4:•Corm 4f, a Id 4 . W 6 boom N ' io 1872.15 .: fes . along AO Nefel• N B8�: 1. _ -q8' £ . 1175 .%set tothe poivii est cooky or sod $001E1/ . `'. S 5' o9' Jr W ?J2. 8* fee fid` irhe goof** C . f S ,Z 1/fi !honor f_ 44 U9. 44• :11 6500 feet Memos 85`^05.;:' j W •F feet to a Matt i t i fa e+oargos N 11' 0of rast 111;. 952", E 2 foot Memo NN dell*foe 49' 11' 2 , ,3 Jpot 1h ad •N 2r: s..1, ' , E 132;19 feet to N 16'. 31' 3d' E 7 83 flet ;;.. o. N :46'-.20' 3?' t :'8856 lent -dormer N 8' 56' 18' W'f11,76 feet. :s N:..70' 0t' 19' W.:15E07 foot thence N>63' ef7" . ' 42" E'110.611 i st..¢herce N..'2' 24' 22'"-.- 114,40 her. 684114y;N .f9" 22' 511-:f 124.89 rsgt:: *homes 'N •1' 21' 52'. C587.2 foot Htar1C0 N. 18' 40' 37': 8235 feet erV0000 N 41' 30 . foot to ; the PSOINr a8 801904/0 said tkroetewe !Tett sooty ao 44.416 defog memo or: less. of for $,chailltrYs � -t1 'sem Waive 90 Inns of fh. 8Th PRF.. boil* mors pertfoolony dioett*ad ae Mori, B1e014Arl.:01 the NorfhsM*t Corner of•.{Y s M t/45W1 / 4 of aohf•: rt 6 the N7/4 Co nil of *ea 8114ilaa 4. bees AT 26' 55' 2$' E J01543 L4.,,ci .N 63' 00'.06' E 71841 4! Memo'S 5J' 54' 3f' 8 105528. flet; thence S 88 48' 55 E 17473 Ate,to. d pohrt ott 6hs o*nlesr lore of East Elk crook there*; aerid oiotor11no 4 4r 40' 22" E 187.95 toot m7for "'Mace 29' 45' E 140.72 t� erg** sold atipsk make. .$ 8S ' 23 E 792.3is N r44' 8454 70 teat to Me 1 Cat* or tn. IS of ,Gra Seatko 6; dher1es S 5' ,[8' 27" 1Y .1 .E2 fort -to Coria-:of.yard NT/238174. e4errcd Smith lido or. said. N1/29�1/4 5 87 48' 1 :W 122889 thence S 87 58' 48" W 112549 feet•, Minute along eh, $o7,th Nos of Nlo. 1/45W7/4 of card S1ic♦Kni 6 S 87: 54' .22' W 122579. toot lo the 5dli3hlrdot aPrner of sO# NET 4.941 4; thew r1.0' 4B' 47" E 132717 (40,• to *e PONT OF B sora descrfbed rrcct containing 716.145 acme. more or rear �. Sytintrig MVP= r olaraw KAT Ar" 7fa f OF � Aw cower non iX010otrateoaooAr sgracri p, Now LF 776 4m AU teingfitagalkfiLairek 4 111 sir • tM () »all.,: 15A MOW. 200 GRAPHIC SCALE 100 200 400 100 ( IN FF ET ) 1 inch = 200 ft. NE COR. SET/4NW1 /4 FOUND BLMtr. ALUM. CAP �0 O icS rn NJ° 0 1 NW COR. NE1/4 SW 1 r4 LEGEND & NOTES - BASIS OF BEARING IS THE SW CORNER LOT 2 A BLM ALUM. CAP & THE SE LOT 2 A ALUM. CAP P.L.S. 13501 AS SHOWN - NO TITLE POLICY NO. WAS PROVIDED FOR USE ON THIS SURVEY. - THIS DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM OR SURVEYOR. 0 -INDICATES` FOUND REBAR & CAP P.L.S. 13501 UNLESS OTHERWISE NOTED. 0 -INDICATES SET REBAR & PLASTIC CAP SSC P.L.S. 31944 UNLESS NOTED. - WHEN THE ACCESS ROAD IS CONSTRUCTED AN ASBUILT SURVEY WILL BE COMFL.TED TO DETERMINE IF GEOGRAPHICAL CONSTRAINTS NECESSITATE AMENDING THE ACCESS & UTILITY EASEMENT. --UNTIL COMPLETION OF THE ACCESS ROAD NONDESTRUCTIVE ACCESS ACROSS THE OPEN FIELDS WILL BE PERMATTED. -ADDITIONAL INFORMATION FROM A SURVEY BY RICHARD L. HOLSAN JOB NO. 9518. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT, MAY AN ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. SAMPLE'S H 9 UN 1 A ./ Y SURVEY A PARCEL OF LAND IN SECTION 6, 7'.53., R.90W. OF THE 6TH PM, N88°14'45"E 1295.21 N88°33' 23" 1073.13' COUNTY OF GARFIELD, STATE OF COLORADO. SEC. 6 SW COR. LOT 2 FOUND BLM ALUM. CAP r- 1 1 1 A PPROX. CENTERLINE IRRIGATION DITCH 590°0000"E -369.00' N88°21'44"E 1329.00' LOT 1 38.391± ACRES INDICATES APPROX. FENCE LINE y[So N88'17'07" E 1295.82' BASIS OF BEARING LOT 2 35.109± ACRES LOT 3 35.206± ACRES SE COR. LOT 2 \\\ IP 235' W.C. to CORNER .' '- Q 1 6:. 4g APPROX. CENTERLINE EAST ELK CREEK CENTERLINE 20.00' - ACCESS & UTILITY hp EASEMENT • ,•.4 r. v. e 03 0, sus°3z•09.1 303.46' W.C. ~ CORNER N10°14.09"W 68.71' N05°48' 47" E 58.49' 1` \44' • AI'PROX. LOCATION 1 STORY HOM° EXIST.'NG 15.00' ACCESS EASEMENT TO COUNTY ROAD SU 1r,� co 126 WEST J I31 STREET ;TFL ' �'0.\82650 6.5-3711 9 5--4700 s sO. N14'39'08"E 141.53' N53°54 '34"W 7.50' 20' W.C. CORNER i I i NE COR. LOT 2 N88°17' 08" E 121.42' 20' W.C. CORNER S41°30'22"W 58.56' S18°48'37" W 82.35' SO2°21'52"W 89.72' S39°22'59" W 124.89' 502°24'22"W 114.40' S30°01' 39"E 155.07' S08°56'18" E 112.76* - 546°25'32" W 136.55' S16°31' 58"W 173.83' S28°53'36" W 132.19' 528°50' 49"E 222.83' S29°45' 22"W 140.72' '---- S47°40'22" FY 167.95' LOT 1 DESCRIPTION A PARCEL, OF LAND SITUATED IN SECTION 6, TOWNSHIP 5 SOUTH. RANCE 90 WEST OF THE 6711 PM, BEING MORE PARTICW•ARLY DESCRIBED AS FOLLOWS: BEGINNIITG AT THE NORTH % CORNER OF SAID SECTION 6 (NORTHWEST CORNER OF LOT 2 OF SAID SECTION 6); THENCE .4LONG THE NORTH LINE OF SAID SECTION 6 N68'21'44"E 1329.00 FEET TO THE NORTHEAST CORNER OF LOT 2 OF SAID SECTION 6; THENCE 803'43'17"W 1327.11 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2; THENCE N88'17'01"E 121.42 FEET TO A POINT IN THE CENTERLINE OF EAST ELK CREEK; THENCE ALONG SAID CREEK CENTERL.`NE ON THE FOLLOWING COURSES; S41'30'22" W 58,56 FEET; THENCE 518'48'37"W 82.35 FEET; THENCE 502'21 ' S,I "W 89.72 FEET; THENCE S39'22 ' 59" W 124.89 FEET; THENCE 502'24'22"W 114.40 FEET; THENCE S53'27 ' 42" W 145,60 F,'ET; THENCE DEPARTING SAID CREEK CENTERLINE N31'01'46"W 349.00 FEET; THENCE N45'39'56"W 813.13 FEET; THENCE Nt;0'00'00"W 369.00 FEET; THENCE NO2'17'11"E 925.08 FEET TO THE POINT OF BEGINNING; SAID PROPERTY CONTAINS 38.391± ACRES AS DESCRIBED. COUNTY OF GARFIELD, STATE 0." COLORADO. LOT 2 D1..'SCRIPT1 iN A PARCEL OF LAID SITUATED IN SECTION 6, TOWNSHIP 5 SOUTH. RANGE 90 WEST OF THE 6TH PM. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT' WHENCE THE THE NORTH % CORNER OF SAID SECTION 6 (NORTHWEST CORNER OF Lor 2 OF SAID SE{'TION 6) BEARS NO2'17'11"E 925.08 FEET; THENCE S02'17'11W 401.08 FEET• TO THE SOUTHWEST CORNER OF SAID LW 2; TELNCE 588°14'45"A 7295.21 FEET TO THE NORTHWEST CORNER OF THE SE1411; % OF SAID te T10N 6 THENCE .+00'49'5.?"W 460,00 FEET; THENCE N88'33'23"E 1073.13 FEET; THENCE N74'28'20"E 220,00 FEET; THENCE 564'21'01"E 805..2 FEET; THENCE 576'37'09"E 383.50 FEET TO A POINT IN THE CENTERLINE OF EAST ELK CREEK THENCE .4LONG 5.41D CENTERLINE CREEK THE FOLLOWING COURSES'. N46'.25'32"E 136.55 FEET; THENCE N08'56'18"W 112.76 FEET; THENCE' N30'01'39"W 155.07 FEET; THENCE N53°27'42"E 75.00 FEET; THENCE DEPARTING SAID CREEK CENTERL'NE N31°371'46"W 349.00 FEET; THENCE N45°39'56"W 813.13 FEET; THENCE N90.00'O0"W 369.00 FEET TO THE POINT OF BEGINNING; SAID PROPERTY CONTAINS. 35.109.* ACRES AS DESCRIBED. COUNTY 1'F CARF'ELD, STATE 0. CULGR.' D0. LOT 3 DA SCRIPTION A PARCEL OF LAND SITUATED IN SECTION 6. TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE 6T11 P.M. BEING MORE PARTICU,.ARLY DESCRIBED AS FOLLOWS: BECINNLIG AT A POINT WHENCE THE THE NORTH Y CORNER OF SAID SECTION 6 (NORTHWEST CORNER OF LOT 2 OF SAID SUTTON 6) BEARS N3,6.34'50"E 2272.30 FEET; THENCE N88'33'23"E 1073.13 FEET; THENCE N74°28'20"E 220.00 FEET; TIIENCE S64'21'01"E 805.22 FEET: THENCE 576"37'09"E 383.50 FEET TO A POINT IN THE CENTERLINE OF EAST ELK CREsK THE:JCE ALONG SAID CENTERLINE CREEK THE FOLLOWING COURSES 516°31'58"W 173.83 FEET; THENCE S28°53'33"W 132.9 FLET; THENCE 528'50'49"E 222.83 FEET; THENCE 531'06'52"W 28.90 FEET; THENCE S29'45'22"ir 140.72 FET; THENCE 547'40'2,2"W 167.95 FEET; THENCE DEPARTING SAID CENTERLINE CREEK N68'48'S5"W 276.73 FEET; TJIENCE N53°54'34"W 1055.28 FLET; THENCE 565°00'06"W 1(81.41 FEET TO THE SOUTHWEST CORNER OF THE SE%/%NWi/4 OF SAID SECTION 6; THENCE NO0°49'52"E 1766.65 FEET TO THE POINT OF BEGINNING; SAID PROPERTY CONTAIN; 35.20617 ACRES AS DESCRIBED. COUNTY 1F GARFIELD, STATE 0' COLORADO. ACCESS .IND UTILITY EASEMENT DESCRIPTION AN ACCE,S AND UTILITY EASEMENT SITUATED IN SECTION 6, TOWNSHIP 5 SOUTH. RANGE 90 WEST OF THE 6TH P.M. BEING 21.00 FEET WIDE AND 10.00 FEET EACH SIDE' OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNIX AT THE SOUTHEAST CORNER OF LOT 3; THENCE N68'48'55"W 276.73 FEET; THENCE N53'54'34"W 7.50 FEET TO THE TRUE POINT OF BEGINNING ALSO BEING THE CENTERLINE OF AN EXISTING 15 FOOT ACCESS EASEMENT; THENCE ,4LONG THE CENTERLINE OF SAID EASEMENT THE FOLLOWING COURSES N30.29'30"E 188,78 FEET; THENCE N14.39'01"E 141.53 FEET; THENCE N43'48'17"E 83.20 FEET; THENCE N37'41'33"E 177.35 FEET; THENCE N05'48'47"E 58.49 FLET; THENCE N10.14'09"W 68,71 FEET; THENCE N16'.21'54"E 334.31 FEET,' THENCE N33'51'34"E 189.37 TO THE POINT 01 TERML'aUS WHENCE THE TRUE POINT OF BEGINNING BEARS S23'58 '55"W 1208.11 FEET; SAID EASEMENT TO EXTEND OR TERMINATE AT THE BOUNDARY LINES. COUNTY IF GARFIELD, STATE 0" COLORADO. SURVEYORS CERTIFICATE 1, BRIAN A. STEINWINDER BEING A REGISTERED LAND SURVEYOR STATE OF COLORADO, DO HEREBY CERTIFY TH PREPARED BY ME AND UNDER MY SUPF,RV4 AND UNDER MY SUPERVISION AND THAT,% AND ACCURATE TO THE BEST OF MY K BRIAN A. STEINWINDER BOUNDARY ;LA SURVEY GAV Y AND P.L.S. 3194„ DAT ;`r3 0 4�now ►-ir moo° GARFIELD COUNTY SURVEYORS CERTIFICATE IN THE SURVEY WAS MADE BY ME ,PLAT ARE TRUE DEPOSITED THIS DAY OF , 2010 A.D.. AT .M. IN THE GA:RFIELD COUNTY INDEX FOR INFORMATIONAL LAND SURVEY PLATS UNDER RECEPTION NO. BY: GARFIELD COUNTY SURVEYOR DATE. FILING INFORMATION: SECTION . 7'. S., R. W„ OF THE 6TH P.M. SAMPLE'S BOUNDARY DA1 1 SURV 1 Y A PARCEL OF LAND IN SECTION 6, R. 90 W. OF THE 6TH P. M. , COUNTY OF GARFIELD, ST/ TE OF COLORADO. JO. NO.:100 27 DATE:12/02/2010 DWG. BY: KJS CK: REV: 06/08/11EMT 7 of 1 i 0201DRrtlelle Cheeks 1-EO1-22e-1611 ryww,.nIteePwekl. edm DANIEL ADAMS 99-701113070 CINDY ADAMS SANDY, LIT 84094 DATE 1 I Z 10757 5 1120EavoJJ talr ME' QAU Tee U $ 250 +kA15 NIKeefat CidCCXCV ... US BANK RAO f 1t1. Fuer 2339 OLLARS Dv RECEIPT Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Invoice Number: INV -11-11-21533 Invoice Date: 21/2011 12:00:00AM Pian Case: general Administrative, GAPA Fee Name Fee Type Fee Amount General Administrative Fee Fixed $250.00 Total Fees Due: $250.00 Date Pay Type Check Number /1121/2011 Check 2339 Amount Paid $250.00 Change $0.00 Total Paid: $250.00 Monday, November 21, 2011 Total Due: $D.00