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111 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITIONFOREXEMPTION Pursusant to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted April 23, 1984 Section 2:20.49, the undersigned — _--=- _ respectfully petitions the Board of County Commissioners of Garfield County, Colorado, to exempt by Resolution the division of_,_ -acre tract of land into t approximately � :� is � .----.--__._. racts of _�-acres each, more or less, from the definitions of "subdivision" and subdivided land" as the terms are used and def' C.R.S. (1973) Section 30-28-101, defined in (10) (a) - (d) and the Garfield County Subdivision Regulations for the reasons stated below: _42 __ _:1-46r.e.4!(__Z%&:__2; 6 _ d -.)e.--, 1" ei,r_S-0 Z) -v - SUBMITTAL REQUIREMENTS: An application a must which satisfies the review criteria all the following information. be submitted with A. Sketch map at a minimum scale of 1"= description of the property, 200' showing the legal se arate right-of-way, y, dimension and area of all lots or P interests to be created, access to ic and any proposed easements for adrainage,l irrigation, access or utilities; B. Vicinity Y map at a minimum scale of 1"-2000' showingthe topographic and geographic relation of the tion to the surrounding area within two (2)general miles, for copywhich eapof U.S.G.S. quadrangle map may be used. C. CQPY of the deed showing ownershipby of from the property owner(s) if othethan i,the apapplicant; and nt, or a letter D. Names and addresses of owners of adjoining and within 200 feet of the proposed of land immediately owners and lessees of mineral owners ofrrecord ofthe property mineralo be exempted, and tenants posedrty or conversion; and of any structure proposed for E. Evidence of the soil types F• Proof of legal and adeateasource nd roftdomestic watereristics ofch for each lot created, method of sewage disposal, and letter type; and fire protection plan from appropriate fire district; anoproval of G. If connection to a community or municipal water or sewe is proposed, a letter from the t system willingness to serve; and governing body stating a H. I. Narrative explaining .why exemption is being requested; and It shall be demonstrated that the anuary 1, 1973 or the parcel existed as described on Jan more than three parcel as it exists presently is one of existed.on January 1, 1973P1s created from a larger parcel as it J. A $100.00 fee must be submitted with the application. Petitioner - _ / c M aili g Adre City State - Telephone J - Number EXEMPTION APPLICABILITY The Board of County Commissioners has the discretionary power to exempt a division of land from the definition of subdivision and thereby from the procedure in these Regulations, provided the Board determines that such exemption will not impair or defeat the stated purpose of the Subdivision Regulations nor be detrimental to the general public welfare. The Board shall make exemption decisions in accordance with the requirements of these regulations. Following a review of the individual facts of each application in light of the requirements of these Regulations, the Board may approve, conditionally approve or deny an exemption. An application for exemption must satisfy, at a minimum, all of the review criteria listed below. Compliance with the review criteria, however, does not ensure exemption. The Board also may consider additonal factors listed in Section 8:60 of the Subdivision Regulations. A. No more than a total of four (4) lots, parcels, interests or dwelling units will be created from any parcel, as that parcel was described in the records of the Garfield County Clerk and Recorder's Office on January 1, 1973, and is not a pact of a recorded subdivision; however, any parcel to be divided by exemption that is split by a public right-of-way (State or Federal highway, County road or railroad) or natural feature, preventing joint use of the proposed tracts, and the division occurs along the public right-of-way or natural feature, such parcels thereby created may, at the discretion of the Board, not be considered to have been created by exemption with regard to the four (4) lot, parcel, interest or dwelling unit limitation otherwise applicable; B. All Garfield County zoning requirements will be met; and C. All lots created will have legal access to 'a public right-of-way and any necessary access easements have been obtained or are in the process of being obtained; and D. Provision has been made for an adequate source of water in terms of both the legal and physical quality, quantity and dependability, and a suitable type of sewage disposal to serve each proposed lot; and E. All state and local environmental health and safety requirements have been met or are in the process of being met; and F. Provision has been made for any required road or storm drainage improvements; and G. Fire protection has been approved by the appropriate fire district. H. Any necessary drainage, irrigation or utility easements have been obtained or are in the process of being obtained; and I. School fees, taxes and special assessments have been paid. (The School Impact Fee is $200.00 for each new lot created). PROCEDURES A. A request for exemption shall be submitted to the Board on forms provided by the Garfield County Department of Development/Planning Division. Two (2) copies of the application, maps and supplemental information shall be submitted. B. The Planning Division shall review the exemption request for completeness within eight (8) days of submittal. If incomplete, the application shall be _withdrawn from consideration and the applicant notified of the additional information needed. If the application is complete, the applicant shall be notified in writing of the time and place of the Board of County Commissioners meeting at which the request shall be considered. In either case, notification shall occur within fifteen (15) days of submittal. C. Notice of the public meeting shall be mailed by certified mail, return receipt requested, to owners of record of land immediately adjoining and within 200 feet of the proposed exemption, to mineral owners and lessees of mineral owners of record of the land proposed for exemption, and to tenants of any structure proposed for conversion. The exemption site shall be posted clearly and conspicuously visible from a public right-of-way with notice signs provided by the Planning Division. All notices shall be mailed at least fifteen (15) and not more than thirty (30) days prior to the meeting. The applicant shall be responsible for mailing the notices and shall present proof of mailing at the meeting. D. At or within fifteen (15) days of the meeting, the Board shall approve, conditionally approve or deny the exemption request. The reasons for denial or any conditions of approval shall be set forth in the minutes of the meeting or in a written resolution. An applicant denied exemption shall follow the subdivision procedure in these Regulations. • GARFIELD COUNTY PLANNING DEPARTMENT January 18, 1988 Walter Huber 1793 Co. Rd. 245 New Castle, CO 81647 Dear Mr. Huber: Your application for exemption, located off County Road 245, has been scheduled for a public meeting before the Board of County Commissioners on February 8, 1988, at 10:15 A.M., in the Commissioners' Meeting Room, Suite 301, Garfield County Courthouse, 109 8th St., Glenwood Springs, Colorado. It is suggested that you be represented at the time of the meeting. Copies of the enclosed exemption public notice form need to be mailed by certified return -receipt to all property owners adjacent to or within 200 feet of your property no less than 15 days prior to the meeting. In addition, the notice needs to be mailed by certified return -receipt to owners of mineral rights, or lessees of mineral owners of record of the land proposed for exemption, no less than 15 days prior to the meeting. The receipts from these mailings need to be presented at the time of the meeting or submitted to the Planning Department prior to the meeting. The exemption site must be posted with the enclosed notice poster no later than 15 days prior to the meeting. These public notice requirements should be completed no later than January 22nd to ensure compliance. If you have further questions or concerns regarding the meeting or public notice requirements, please contact this office. Sincerely, Glenn Hartmann Planner GH/ljb Enclosures 109 8TH STREET, SUITE 303 945-8212 / 625-5571 GLENWOOD SPRINGS, COLORADO 81601 GARFIELD COUNTY 4110 • PLANNING DEPARTMENT June 29, 1988 Halter Huber 1793 County Rd. 245 New Castle, CO 81647 Dear Halter: Your efforts toward submitting evidence of domestic water for your proposed subdivision exemption has been appreciated. Subsequent to your latest submittal, we contacted Al Cerise with the Division of H$ter Resources for further clarification and obtained the following information: 1. 1,1e11 permit #128508 (exp. 12/16/84) and well permit #146101 (exp. 11/14/88) are for the same location and apparently represent your replacement of the older permit after it had expired. Therefore, the existence of these two permits only establishes your ability to drill one well to serve one of your lots. Also, the statement on the well permits that each is "the only well on a residential site described as 19.34 acres" supports this position. 2. The only other well permits in the vicinity of your property according to the Division of Hater Resources records are for Sidney Miller (center of Section 25), livestock only well, and Robert Mayo (SE 1/4 NW 1/4 Section 25), household use only for one single family dwelling. Your sharing of either of these two wells would appear to constitute an illegal use, as one is limited to livestock and other limited to one single family dwelling. As noted in our previous comments, you have clearly demonstrated that you have a well permit to serve one dwelling on your site. What remains to be established, as required by Condition #3 of your approval, is additional water rights shared, or otherwise, to serve an additional lot. He strongly suggest that you contact Al Cerise with the Division of Hater Resources at 945-5665 for further information. Please feel free to contact our office if we can be of assistance or if you have further questions or concerns. Sincerely, Glenn A. Hartmann Planner G AH/emh 109 8TH STREET, SUITE 303 945-8212 / 625-5571 GLENWOOD SPRINGS, COLORADO 81601 • • GARFIELD COUNTY PLANNING DEPARTMENT February 24, 1988 Walter Huber 1793 Co. Rd. 245 New Castle, CO 81647 Dear Walter: Enclosed is a copy of the Conditions of Approval for your subdivision exemption that was conditionally approved by the Board of County Commissioners on February 8, 1988. Also included for your records is a copy of the Boards' minutes from that meeting. Please note that an exemption plat will also have to be submitted within 120 days of your approval, in accordance with Section 8 of the Subdivision Regulations of Garfield County. Your plat will need to be submitted by June 8, 1988, or you may submit a request for time extension that is subject to approval by the Board of County Commissioners. Please contact this office if we can be of any assistance or if you have any further questions or concerns. Sincerely, Glenn Hartmann Planner GH/ljb Enclosures 109 8TH STREET, SUITE 303 945-8212 / 625-5571 GLENWOOD SPRINGS, COLORADO 81601 J 11(RJ•S-Rev. 76 Application must be complete where NO A PERMIT TO USE GROUND WATER applicable. Type or (X) A PERMIT TO CONSTRUCT A W V I.R RE4OUItCES print in BLACK FOR: ()k) A PERMIT TO INSTALL A PUMP SFJIF INFER INK. No overstrikes MILL or erasures unless ( ) REPLACEMENT FOR NO initialed. CJRADO [DIVISION OF WATER RESO4,ES 818 Centennial Bldg., 1313 Sherman St., Denver, CroIgiC c 80203 PERMIT APPLICATION FORM REEID l.. DEC 1 3 1902 ( ) OTHER WATER COURT CASE NO f • RECEN i�[) SEP a a0 3 i molts, IL tl jlit,�J Sy�t`H' ENl Itvtt:t (t32JUJ• (1) APPLICANT/ - mailing address NAME �A/7— / '% ga)e62 STREET.%`79 G2 / 4 P CITY/1.4i-da/957/..,e / C© /0.2".790/0 zif/yg7 ' / (State) (Zip) TELEPHONE NO 98'4 A/33 (2) LOCATION OF PROPOSED//WELL County £f5RG/e /6' 'h of the /VLt% '/., Section rg Twp. .5 , Rng. 9/ W , 6 -AA P.M. tN,S) IE,W) (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) /5 Average annual amount of ground water AC✓G' G230-7to be appropriated (acre-feet)' Number of acres to be irrigated: Otic Proposed total depth (feet): / Aquifer ground water is to be obtained from: .45T L -/K Cree/C Owner's well designation //-4.).e e.<2. Z-"7/ GROUND WATER TO BE USED FOR: ;><) HOUSEHOLD USE ONLY • no irrigation (0) ( DOMESTIC (1) ( ) INDUSTRIAL (5) LIVESTOCK (2) ( ) IRRIGATION (6) ( ) COMMERCIAL (4) ( ) MUNICIPAL (8) ( ) OTHER (9) DETAIL THE USE ON BACK IN (11) FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN Receipt No Basin Dist. 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. 1) APPROVED PURSUANT TO CRS 1973, 37 - 92 - 602 (3) (b) (11) AS THE ONLY WELL ON A RESIDENTIAL SITE DESCRIBED AS /9.:'i ACRESI�11..�cR Exp sl' �YL ive-d zs; T S' 5. /e.9/4d, • 2) THE USE OF GROUNDWATER FROM THIS WELL IS LIMITED TO ORDINARY HOUSEHOLD PURPOSES INSIDE A SINGLE FAMILY DWELLING, AND SHALL NOT BE USED OUTSIDE THE HOUSE FOR ANY PURPOSE. THE RETURN FLOW FROM THE USE OF THE WELL MUST BE THRU AN INDIVIDUAL WASTE WATER DISPOSAL SYSTEM OF THE NON - EVAPORATIVE TYPE WHERE THE WATER IS RETURNED TO THE SAME STREAM SYSTEM II`( WHICH THE WELL IS LOCATED. (4) DRILLER Name �lGz.t/S2 i 4// C/r/ile2 Street City (State) (Zip) Telephone No. Lic. No APPLICATION APPROVED C319202jc�, rJ REC �' EIVED WATER RESOUkCE; c 6' COLORADO c`� e9str£�l�'� PERMIT NUMBER 128.508 _ DEC 161982 . DATE ISSUED EXPI N DATE D L C 16 19 s,4 BY f ( A ENGINEF R) 1/1 I D � -3c1•COUNTY 2� • • V V1 1 M r rs • • 4 (5) THE LOCATION OF THE POSED WELL and the area on which the water will be used must be indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location. — -}- — — -4 - — -1- — -}- .— (4 1 MILE, 5280 FEET —} 4- -}- + -}- -1-- -i- � -- -I•- 2 O 1- U w 1— NORTH SECTION LINE I � ♦ 1 I -- -r-----1--- I I . I I SOUTH SECTION LINE -I- m D m m 0 2 r 2 m -i- -}- -I- --I-I- The scale of the diagram is 2 inches = 1 mile Each small square represents 40 acres. _F 1-. — H- + (6) THE WELL MUST BE LOCATED BELOW by distances from secti n lines. . sec. line 175 O ft from (north or south) x;00 ft from ttiesr sec.li (east or west) LOT BLOCK FILING # SUBDIVISION (7) TRACT ON WHICH WELL WILL. BE LOCATED Owner: Lt/4Lr'/L /,L�P.k., No. of acres /g- YY Will this he the only well on this tract? Yes' (8) PROPOSED. CASING PROGRAM Plain Casing 7 in from d ft to l4/ 0 ft in from ft to • ft Perforated casing :1 : u•': 7 in from /5 Co ft . to '/73 --ft in from ft to `t WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic loot par second Ids) ... 449 gallons per minute lgpm) A family of 5 will require approximately 1 acre-foot of water per year. 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1.000 gpm pumped continuously for one day produces 4.42 acre-feet. (9) FOR REPLACEMENT WELLSgivedistance and direction from old well and plans for plugging it: (10) LAND ON WHICH/GROUND WATER WILL BE USED: Owner(s): Ld/?Lrt /L r )' ��/A- b. , /n 4e -. Legal description !-�7TflcdtC�ee No. of acres' /r9. 351 (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal system to be used. zdA7-74_ Ls- 40-r-'A/Cd ,4c��C�?rei 2itJ%j r (- -ou ;41- .�' fe •../4 fwd ✓QQ/ 4 y.Y .j, N f` .y Give Registration anif`GVut rCtitirt; Case Numbers. Descriptiori of land•on.which used SPC• 477eal &7?. WA7, A/LG d' Arm/ Zrb— 67 _Ca/277C sc/riG�/N • (12) OTHERWATERRIGHTS used on this land, including wells. Type or right • .4/5-74 &Wee //c 74 /-14 e,s77 6A/ P/+18N7 OG Co 314 0-4 Used for (purpose) K/9A7/0 c--, (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE BEST OF HIS IfrNOWLEDGE. SIGNATURE OF APPLICANT(S) Use additional sheets of paper if more space is required,. w • May 17, 1978 RE: Miller to Mayo closing • The undersigned agree that their rights and obligations to execute at closing joint use agreements pertaining to the lane used for ingress and egress and the domestic water well as set forth on annexed photocopy of Exhibit B, shall survive the closing of our purchase and sale transaction on this date and shall continue to be effective and shall inure to the benefit of and be binding upon the undersigned and our respective heirs, successors and assigns. • Sidne Miller Robert N. Mayo, by Naoriu ayo Naomi Mayo • • • 1:.:;Jjbjt b - Attached to and forming a Part of Specific Performance Contract dated February 4 , 1978 between ROBERT N. MAYO & NAOMI MAYO as Purchasers and Sidney r" tiller and Rhoda Miller a Setiers. The above identified contract is subject to the following additional provisions: (a) Seller shall cause the subject property to be surveyed by a surveyor licensed in the State of Colorado which survey shall include rhe following: (i) Location of County Road 245 and lane used for ingress and egress pinned; and (ii) Plat of survey certified by the surveyor. (b) Purchasers and Sellers shall execute at closing joint use agreements per- taining to the lane used for ingress and egress and the domestic water well. The joint use agreements shall provide as a minimum: (i) Purchasers shall be obligated to provide one-half of the costs and expenses of the maintenance of the lane; (ii) Purchasers shall be entitled to one-half of the water from the domestic water well; they shall be obligated to provide one half of the costs and expenses of usage and maintenance thereof; the rights of each of the parties to the use of the water well shall be assignable only to subsequent purchasers of the respective properties upon which the water is presently used; and the respective quantities of use of each of the parties shall be limited to the extent of use now existing. (iii) Purchasers and Sellers agree to install a separate electric meter to measure the amount of electricity used in connection with use of such water well, the expenses of installation and of electricity so used thereafter to be divided equally between Purchasers and Sellers. DECEMBER 16, 1987 • OWalter's I Original Delice GARFIELD COUNTY COMMISSIONERS 109 - 8TH STREET GLENWOOD SPRINGS, CO 81601 SIRS; Grand Avenue Plaza 1512 Grand Avenue Glenwood Springs, Colorado 81601 Telephone 945.9424 or 984.2133 THE IDEA TO SELL PART OF OUR LAND GOT STARTED WHEN MRS. BOND, POSTMISTRESS IN NEW CASTLE, APPROACHED US FOR THIS PARTICULAR 5-7 ACRES TO BUILD A SINGLE FAMILY DWELLING. AT THAT SAME TIME, CENTURY 21 REAL ESTATE TOLD US THEY WOULD HAVE A BUYER T00. SINCE WE DO NOT REALLY HAVE A NEED FOR ALL OUR 20 ACRES ANYMORE, THE COWS AND HORSES ARE GONE, WE THOUGHT IT MIGHT CUT OUR TAXES SOME, AS WE WERE NEVER BILLED AS AGRICULTURAL. THERE IS OUR EXISTING ACCESS TO 245 ROAD, IRRIGATION WATER IS PROVIDED. SEWAGE DISPOSAL IS SEPTIC AND LEACHFIELD. THANK YOU. WALTER HUBER WH;ED /1/ 747; e-71 j�/ o'er -c 4 /t /t ce C ie Zr,6s 0 :„ Walter Huber, Owner Silt -Mew C�tte FPD P.O. Box 216 Silt, Colorado 81652 December 29, 1987 Mark Bean, Planner Department of Development Garfield County 2014 Blake Avenue Glenwood Springs, CO. 81601 RE: Walter Huber, 1793 Rd. 245, New Castle, CO. Subdivision Exemption Dear Mr. Bean; The Silt -New Castle Fire Protection District can furnish adequate fire protection for this subdivision. Sincerely, Keith Crandell Fire Chief KC/ep J FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLON Receipt No Basin Dist. /2-M5 n,c.t.►fl, 771.M. (Z- /3--% CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no materi;!I 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. 1) APPROVED PURSUANT TO CRS . 37-92-602 (3)(b)(II) AS THE ONLY WELL ON A RESIDENTIAL SITE OF /9,3'/ ACRES DESCRIBED AS Pnfer �r S/p. Y /rJi�c�� SvdDif/ / '4J E1SE�+PiionJ 2) THE USE OF GROUNDWATER FROM THIS WELL IS LIMITE TO ORDINARY HOUSEHOLD PURPOSES INSIDE A SINGLE FAMILY DWELLING, AND SHALL NOT BE USED OUTSIDE THE HOUSE FOR ANY PURPOSE: 3) THE RETURN FLOW FROM THE USE OF THE WELL MUST BE THRU AN INDIVIDUAL WASTE WATER DISPOSAL SYSTEM OF THE NON - EVAPORATIVE TYPE WHERE THE WATER IS RETURNED TO THE SAME STREAM SYSTEM IN WHICH THE WELL IS LOCATED. 7)l•' .n • // /sr-S',C Application must be complete where applicable. Type or print in BLACK 1-N K. No overstrikes or erasures unless initialed. • PERMIT APPLICATION FORM PATE (, �EMMEN ) A PERMIT TO USE GROUNDER (r ) A PERMIT TO CONSTRUCT A ..LL ? FOR: (, ) A PERMIT TO INSTALL A PUMP OWN Copy ( ) REPLACEMENT FOR NO ( )OTHER WATER COURT CASE NO (1) APPLICANT - mailing /address NAME s�t/ALTt 'J- II() b e STREET /79 — a—V (2 04 d CITY I 4w) C/1 57--e C (State) TELEPHONE NO J � X37 (Zip) (2) LOCATION OF PROPOSED WELL County [ , /' �e/v S Y. of the Ai Lv '/, Section Twp. j.- • Rng. ?/ W.), 6 T_% IN,SI IE,WI P.M. (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) /S Average annual amount of ground water to be appropriated (acre-feet)• /'yc rev Number of acres to be irrigated: Nehle Proposed total depth (feet): /9s Aquifer ground water is to be obtained from: Owner's well designation A42 47/'L LaCv/ GROUND WATER TO BE USED FOR: O HOUSEHOLD USE ONLY ( ) DOMESTIC (1) ( ) LIVESTOCK (2) ( ) COMMERCIAL (4) - no irrigation (0) ( ) INDUSTRIAL (5) ( ) IRRIGATION (6) ( ) MUNICIPAL (8) I OTHER (9) DETAIL THE USE ON BACK IN (11) (4) DRILLER Name % /C/fi% l� e A -4i/ into Street City (State) (Zip) Telephone No Lic. No APPLICATION APPROVED Pk. -ICI PERMIT NUMBER NOV�c DATE ISSUED N 1 4 1985 EXPIRATION DATE NOV 1 4 1958 1.46101 S tall t( .TATE y Min GINEER I D - , l COUNtY LE AREA, COLORADO included with this soil in rnapping are small areas of r+ey, Arvada, and Kim soils that have slopes of 1 to 3 scent. These areas make up 5 to 10 percent of the p unit. Permeability is slow, and available water capacity is gyrate. Effective rooting depth is 60 inches or more. :face runoff is medium, and the erosion hazard is opt. This soil is used for irrigated crops and hay (fig. 5). atfa, small grains, some corn for silage, and grass or -toss-legume mixtures are grown. Flooding is suitable for irrigating this soil. Intake rate is ;w. Wide, deep cracks form when the soil dries. Irriga- Ti rates and tillage practices should be carefully ferried to overcome soil conditions. Green manure ^mss and commercial fertilizer are generally needed to *Main or improve tilth and fertility. The native vegetation on this soil was mainly wheat- -, sagebrush, and rabbitbrush; however, all areas of soil are now in irrigated crops. • ttontail rabbit, squirrel, mourning dove, and pheas- ✓ d habitat on this soil. *ammunity development and recreation are limited by otris permeability, high clay content, and shrink-swell tial. Dwellings and roads can be designed to com- te for the low strength and shrink -swell potential. tank absorption fields are severely limited by slow Viability. Community sewage disposal systems will ceded if population density increases. soil is in capability subclasses Ille, irrigated, and rtirrigated. —Heldt clay loam, 3 to 6 percent slopes. This well drained, gently sloping soil is on alluvial fans ,des of valleys. Elevation ranges from 5,000 to feet. This soil formed in fine textured alluvium -i from shale and sandstone. The average annual >. tation is about 14 inches, the average annual air oivioteture is about 48 degrees F, and the average tee period is about 120 days. 4%feelly, the surface layer is grayish brown clay loam ACV 8 inches thick. The subsoil is light brownish gray tArn about 13 inches thick. The substratum is light tory+ to a depth of 60 inches. g with this soil in mapping are small areas of Arvada, and Kim soils that have slopes of 3 to 6 otiort, These areas make up 5 to 10 percent of the '°ability is slow, and available water capacity is • ate. Effective rooting depth is 60 inches or more. AK* runoff is medium, and the erosion hazard is 411 soil is used for irrigated crops and hay. Some gee used for grazing. Alfalfa, small grains, some r silage, and grass or grass -legume mixtures are 21 Flooding is suitable for irrigating this soil. Intake rate is slow. Wide, deep cracks form when the soil dries. Irriga- tion rates and tillage practices should be carefully planned to overcome limiting soil conditions. Green manure crops and commercial fertilizer are generally needed to maintain or improve tilth and fertility. The native vegetation on this soil is mainly wheat - grass, sagebrush, and low rabbitbrush; however, all areas of this soil are now in irrigated crops. Cottontail rabbit, squirrel, mourning dove, and pheas- ant find habitat on this soil. Community development and recreation are limited by slow permeability, high clay content, and shrink -swell potential. Dwellings and roads can be designed to com- pensate for the low strength and shrink -swell potential. Septic tank absorption fields are severely limited by slow permeability. Community sewage disposal systems will be needed if population density increases. This soil is in capability subclasses Ille, irrigated, and IVc, nonirrigated. ..e This deep, well drained, moderately sloping to rolling soil is on alluvial fans and sides of valleys. Elevation ranges from 5,000 to 6,000 feet. This soil formed in fine textured alluvium derived from shale and sandstone. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is grayish brown clay loam about 8 inches thick. The subsoil is light brownish gray clay loam about 13 inches thick. The substratum is light gray clay to a depth of 60 inches. Included with this soil in mapping are small areas of Olney, Arvada, and Kim soils that have slopes of 6 to 12 percent. These areas make up about 5 to 10 percent of the map unit. Permeability is slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoffis medium, and the erosion hazard is moderate. This soil is used mainly for irrigated hay (fig. 6) and grazing. Some small areas are in irrigated crops. Alfalfa, small grains, and grass or grass -legume mixtures are grown. Flooding is suitable for irrigating this soil. The intake rate is slow. Wide, deep cracks form when the soil dries. Irrigation and tillage practices should be carefully planned to overcome soil conditions and to control ero- sion. Erosion can be controlled by keeping the soil in hay or pasture for at least three-fourths of the time. Green manure crops and fertilizer are generally needed to maintain or improve tilth and fertility. The native vegetation on this soil is mainly wheat - grass, sagebrush, and rabbitbrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- 22 SOIL SUI tants are numerous. Properly m weeds and annual maintains and improves rang managing grazing roves the range. Seeding im- proves imp rass, tion. Reducing poor condition. Western wheaatg ss are proves rang whea grass, and crested wheatg streambaok preparing a seedbed and drilling the Cottontail rabbit, squirrel, mourning suitable forsing• dove, and pheas- seed are goodpractices. ant and habitat on this soil. content,a and shrink - Community development and recreation are limited by e slow permeability, high clayearl to slope, s and roads can be designed o compensate ensateif Dwelling th and shrink -swell ed by compensate for the low strength •t . Community sewage disposal systems Septic tank absorption fields are severely tial. Sep slow permeability. will be needed if population density increasesand This soil is in capability subclass IVe,irrigated nonirrigated. nirriga 12 to 25 percent slopes. This loam, 31--Heldt clay steep to hilly soil is on well drained, moderately deep, s Elevation rang om 5,000 fans and feet.sieh valley The average 6,000 This soil formed in fine textured alluvium to the average annual deCveaton ish about14cinches, F, and the annual precipitation annual air temperature is about 48degrees e frosint-free period is about 10idays. clay loam avTrag the surface layer is gray ypical, The subsoil is light brownish gray about 8 nches thick. clay loam about 13 inches thick. inches The substratum is light of gray clay to a depth of 60 in are small areas Included with this soil in mapp g Olney,of 12 to Arvada, and Kim soils that hboet 5o0 es s percent 25 percent. These areas make upcapacity is of the map unit. and available water cap Permeability is slow, h is 60 inches or more. moderate. Effective rooting deptnthe erosion hazard is Surface runoff is medium, and wildlife habitat. moderate. for grazing astute. This soil is used mainly grasssed for hay or irrigated pasture. store. Small areas are uetation on this soil is mainly heat - The native vegetation rabbitbrush. grass, sagebrush, fortis and woody When range condition deteriorteis, in poor condition, shrubs increase. When the rangeplants areo numerous. annual p undesirable weedsaandgmaintains and improves Properly managing grazing range condition. Reducing brush improves the range•Pett sloping imPs in poor condition. Western wheatg roves the range in the more gently rass, Seeding it areas wheatgrass, and crested wheatgrass are suita le for preparing a seedbed and drilling the suitable forping and pheas- ractices. dove, seed are good squirrel, mourning Cottontail rabbit, sq Communitya ant find habitat on this soil. development and recreation are limited by slope, slow permeability, high clay content, and shrink- potential. Dwellings and roads can be desigr swell p th and shrink -swell I compensate for the low strength limn tial. Septic tank absorption fields wage disposal sy slow permeability. Community increases. will be needed if population densitynonirr ability subclass Vle, This soil is in cap 6 to 25 P 32—Holderness Variant clay loam, sl p; slopes. This deep, well drained, moderately 7,500 feet.e TI hilly soil is on aluf�olma6 and of valleys Elevation ranges derived formed in fine textured sediment annual precipitation is a' sandstone. The average air temperature is a inches, the average frost -free period is a degrees F, and the average days. the surface layer is grayish brown cl Typically, grayish t about 11 inches thick. about 41 inches thick. light brownish gray clay calcareous clay I( Included is light brownish gray, depth of 60 inches. ;n are small Included with this soil in mapping ls that have es of n Dollard end These arTanna eas make up about 5 to 1' 25 pato of the map unit. Permeability is slow, and available water high. Effective rooting depth is 60 inches or r for grazing. Some s' face runoff is medium, mainly and the erosion hazar( This soil is_ are in irrigated pasture and hay. Flooding is the usual nmethod inery or irrigation. easily compacted by water slowly. vegetation on this soil is ma The native and sagebrush. grass, needleg When range condition deteriorates, r fort io increase. When the range is in p ble weeds and annual plants are numeroL maintains and improves thf managing grazing e, Seedir ducing brush improves the rang rdir range in poor condition. Western areas atgble wheatgrass, and big bluegrassthe see Preparing a seedbed and drilling practices. graysquii Mule deer, cottontail rabbit, and tat on this soil. developrn Use of this soil for community source of construction material is limited ow content, high shrink -swell potential, s need steep slopes. Roads and dwellings soil sh to reduce shrinking and swelling This soil is in capability subclasses IVe, Vie, nonirrigated. loam, 6 to 25 pc 33—Ildefonso stony slopirn This deep, well drained, moderately on mesas, benches, and sides of vale ,iFLE AREA, COLORADO • 23—Detra fine sandy loam, 12 to 25 percent lopes. This deep, well drained, strongly sloping to mod- rately steep soil is on mountainsides. Elevation ranges 'om 6,500 to 8,000 feet. This soil formed in residuum •om red -bed shale and sandstone. The average annual recipitation is about 16 inches, the average annual air emperature is about 44 degrees F, and the frost -free eriod is about 85 days. Typically, the surface layer is brown fine sandy loam bout 12 inches thick. The subsoil is reddish brown andy clay loam about 21 inches thick. The substratum yellowish red sandy clay loam. Weathered red sand - tone and shale is at a depth of 57 inches. Included with this soil in mapping are small areas of .torval, Ansari, and Arle soils on the steeper parts of the indscape. They make up about 5 to 15 percent of the lap unit. Permeability is moderate, and available water capacity moderate. Effective rooting depth is 40 to 60 inches. 'urface runoff is slow, and the erosion hazard is slight. This soil is used mainly for grazing and wildlife habitat. The native vegetation on this soil is mainly needle - 'asses, fescues, and sagebrush. When range condition deteriorates, forbs and shrubs 'crease. When the range is in poor condition, undesira- te weeds and annual plants are numerous. Properly lanaging grazing maintains and improves range condi- on. Reducing brush improves the range. Seeding im- roves range in poor condition if slope is not so steep lat drilling is impossible. Preparing a seedbed and drill - the seed are good practices. Mountain or smooth 'ome, intermediate wheatgrass, and pubescent wheat - (ass are suitable for seeding. Elk, deer, and grouse find habitat on this soil. Use of this soil for community development, for sani- iry facilities, and as a source of construction material is rued by slope, low strength, and depth to bedrock. pecial design and engineering practices overcome 'any of these limitations. This soil is in capability subclass Vle, nonirrigated. 24—Dollard-Rock outcro • shale, complex, 25 to 65 er omp ex is s o mo era e y 'eep to steep Dollard soil and shale outcrop on hills Id mountainsides. Elevation ranges from 6,000 to 7,500 'et. The soil formed in shale residuum. The average 'nual precipitation is about 17 inches, the average "nual air temperature is about 43 degrees F, and the .^erage frost -free period is about 95 days. The Dollard soil makes up about 60 percent of the ap unit, shale outcrops make up about 20 percent, and As of minor extent make up 20 percent. The Dollard :I is on the less steep parts of the landscape, and the -,ale outcrops are throughout the mapped areas. The Dollard soil is moderately deep and well drained. .pically, the surface layer is light brownish gray clay -tout 5 inches thick. The substratum is light gray clay • 19 and shaly clay. Weathered shale bedrock is at a depth of 25 inches. Permeability of the Dollard soil is slow, and available water capacity is moderate. Effective rooting depth is about 20 to 40 inches. Surface runoff is rapid, and the erosion hazard is severe. The Rock outcrop is soft, weathered shale. Permeability of Rock outcrop is very slow. Rooting depth is very shallow. Surface runoff is rapid, and the erosion hazard is very severe. Included with this complex in mapping are small areas of Tanna soils in depressions. This complex is used for limited grazing and wildlife habitat. The native vegetation on this soil is mainly wheatgrass and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush is not practical because of steep slopes and because of the erosion hazard if plant cover is removed. Mule deer, cottontail rabbit, and squirrel find habitat on this soil. Community development is limited by steep slopes, depth to rock, high shrink -swell potential, and low strength. The soil slumps easily in deep cuts. This complex is in capability subclass Vile, nonirrigat- ed. 25—Etoe loam, 15 to 50 percent slopes. This deep, well drained, sloping to steep soil is on mountainsides. Elevation ranges from 8,000 to 10,500 feet. This soil formed in outwash derived from basalt and sandstone. The average annual precipitation is about 20 inches, the average annual air temperature is about 38 degrees F, and the frost -free period is less than 75 days. Typically, the surface layer is pinkish gray loam about 8 inches thick. The subsurface layer is light brownish gray loam about 7 inches thick. The next layer is about 20 inches thick. It is mixed light brownish gray extremely cobbly sandy loam and brown extremely cobbly sandy loam and extremely cobbly sandy clay loam. Included with this soil in mapping are small areas of Cochetopa and Jerry soils in open brush. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is low. Effective rooting depth is greater than 60 inches. Surface runoff is medium, and the erosion hazard is slight. This soil is used for timber, limited grazing, and wildlife habitat. The understory is sparse. It consists of elk sedge, some grasses, boxleaf myrtle, and low growing woody plants. • 36 more. Organic matter content is high. Surface runoff is slow, and the erosion hazard is slight. This soil is occa- sionally flooded for brief periods between April and Sep- tember. This soil is used mainly for grazing, wildlife habitat, and limited irrigated hay. Good management of water and fertilizer maintains or improves the production of native hay. The native vegetation on this soil is mainly wildrye, wheatgrass, needlegrass, and small amounts of forbs and shrubs. When range condition deteriorates, dandelion, yarrow, rabbitbrush, big sagebrush, and Kentucky bluegrass in- crease. Properly managing grazing maintains and im- proves range condition. Basin wildrye, slender wheat - grass, and western wheatgrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Fencing protects this more productive soil. This soil is lower than surrounding soils and usually con- tains the water supply for livestock. Reducing brush im- proves the range. Mule deer, snowshoe hare, elk, coyote, and blue grouse find habitat on this soil. Community development is limited by flooding. This soil is a good source of topsoil. This soil is in capability subclass Vle, nonirrigated. 64—Tanna silty clay loam, 25 to 45 percent slopes. This moderately deep, well drained soil is on mountain- sides. Elevation ranges from 6,500 to 7,600 feet. This soil formed in material weathered from shale. The aver- age annual precipitation is about 17 inches, the average annual air temperature is about 43 degrees F, and the average frost -free period is about 100 days. Typically, the surface layer is grayish brown silty clay loam about 9 inches thick. The subsoil is light brownish gray clay and light gray silty clay about 15 inches thick. The substratum is light gray channery clay loam about 6 inches thick. Weathered shale is at a depth of 30 inches. Included with this soil in mapping are small areas of Dollard clay and shale outcrop on steep and very steep mountainsides. These areas make up 10 to 15 percent of the map unit. Permeability is slow, and available water capacity is low. Effective rooting depth is 20 to 40 inches. Surface runoff is rapid, and the erosion hazard is severe. This soil is used mainly for wildlife habitat and limited grazing. The native vegetation on this soil is mainly Gambel oak, serviceberry, snowberry, and elk sedge. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, Kentucky bluegrass, weeds, and annual plants are numerous. Properly managing grazing maintains and improves range condition. Mule deer, wild turkey, and cottontail rabbit find habitat on this soil. • SOIL SURVEY Use of this soil for community development, for sani- tary facilities, and as a source of construction material is limited by steep slopes, high clay content, low strength, depth to bedrock and shrink -swell potential. Road con- struction and building foundations can be designed to reduce the effects of shrinking and swelling. A good drainage system reduces soil slumping. This soil is in capability subclass Vile, nonirrigated. �ST^�.�f.Lwen ne�rl Iev I This broadly defined un o ss of deep, we I drained to somewhat poorly drained, nearly level soils on flood plains adjacent to the Colorado and Roaring Fork Rivers and their major tribu- taries. Slope is 0 to 6 percent. The soils formed in alluvium. These soils are stratified and vary widely in texture and depth. The surface layer ranges from loamy sand and fine sandy loam to silty loam and clay loam. The underlying layers are generally sandy loam or loam strati- fied with sand, gravel, and cobbles. In some areas gravel and cobbles are on or near the surface. The water table fluctuates between depths of 2 and 4 feet and in some years is near the surface during spring runoff from snowmelt. These soils are subject to brief, occasional flooding late in spring and early in summer. Included in mapping are small isolated areas of Wann soils that have slopes of 1 to 3 percent. Small areas of soils that are moderately to severely affected by alkali are identified by an alkali spot symbol. Small, isolated areas where water stands at or near the surface all year are identified by wet spot and marsh spot symbols. These areas make up 15 percent of the map unit. These soils are used for wildlife habitat, recreation, and some grazing. The native vegetation is mainly cottonwood, willow tamarisk and water -tolerant grasses, sedges, and rushes In many areas these soils are suited to production o Fremont cottonwood. The soils are capable of producinc 230 board feet of timber per acre from a fully stocked even -aged stand of 40 -year-old trees. Where these soils are accessible, they provide shelte' and forage for livestock. Mule deer, cottontail rabbit, coyote, bobcat, ducks geese, and other native birds find food and shelter or these soils. Where feasible, planting food plots, tree: and shrubs, and nesting cover enhances the habitat fo upland wildlife. Where the water table is high, oper water for waterfowl and fish can be developed by blast ing or by excavating. These soils have potential for recreation. Wildlife is abundant, and the nearby rivers can be used for raftin, and canoeing. Community development is very limited b flooding, the seasonal high water table, and variabl texture. Onsite investigation is necessary. These soils are in capability subclass VIIw, nonirriga'. ed. s Reception No.__ _6:4c5.0, cola..-.__ ('"1 ,'. Recorder.... MAY`2 5 1978 BOK3 I t1 FACE /14 I, Recorded nt_• ./ o'clock M., THIS DEED, Made this 25r1i day of May 19,78 ,between SIDNEY MILLER of the County of Garfield and State of Colorado,ofthefirstliart,and Walter Huber and Viola L. Huber whose legal address is P. 0. Box 332, Aspen RECORDER'S STAMP STATE TUCUMiiiiAR( FEE MRY 2 5 1978 of the County of Pitkin and State of Colorado, of the second part: WITNESSETH, that the said party of the first part, for and in consideration of the sum of Ten dollars and other good and valuable consideration IDDEILVEX. to the said part y of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, has granted, bargained, sold and conveyed, and by these presents do es grant, bargain, sell, convey and confirm unto the said parties of the second part, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the following described lot or parcel of land, situate, lying and being in the County of Garfield and State of Colorado, to wit: The parcel of land described on EXHIBIT ONE annexed hereto and incorporated herein by this reference, known as 1793 County Road 245, New Castle, Colorado 81647. Together with a nonexclusive easement and right of way for ingreas and egress extending Westerly from Garfield County Road 245 along an existing lane lying along and Northerly of the Northerly boundary of said parcel of land. Together with an undivided one-half interest in existing domestic water well servicing said parcel of land. Subject to a utility easement 20 feet in width and a road access easement and easement for ingress and egress as described on EXHIBIT TWO annexed hereto and incorporated herein by this reference. Subject to a nonexclusive easement and right of way for ingress and egress extending Westerly from Garfield County Road 245 alongan existing lane lying along and Southerly of the Northerly boundary of t e parcceel of land described on EXHIBIT ONE. m xmx A Ax xx Also known as street and number 1793 County Road 245, New Castle, Colorado. TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest. claim and demand whatsoever of the said party of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said parties of the second part, their heirs and assigns forever. And the said party of the first part, for him— ael f , his heirs, executors, and administrators do es covenant, grant, bargain and agree to and with the said parties of the second part, their heirs and assigns, that at the time: of the ensealing and delivery of these presents he is well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and haS good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from all former and other grants, bur ains, sales, liens, tuxes, assessment and encumbrances of whatever kind or nature soever., sub ect o easements for telephone, electricity, water and sanitary sewer; easements and ights of way of record; U.S. patent reservations of record; prior reservations nd exceptions of oil, gas and other minerals including existing oil and gas leases, SJi3di nd zo ing a ll�tlations en ra1 taxes for 1976 due and payable January 1, Y79 YhetSTI p> rt1es o€ ape seclond part assuiii and agreg fo p� and thea ov argamed premises in t ie qui t and peacen a possession o the said jarties of the second part, their heirs and assigns, against all and every.person or persons lawfully claiming or to claim the whole or any part thereof, the said part y of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF the said party of the Drat pert has hereunto set his hand and seal the day and year first above written. Signed, Sealed and Delivered in the Presence of STATE OF COLORADO ss County of Garf ig1d (SFAL) - dney leer (SEAL] (SEAL] The foregoing instrument was acknowledged before me this 25th day of May 19 79y. ... -Sidney Miller. • commission expires August 12 ,19 81 . Witness my hand and official seal. <▪ lf 1a n/ 7 nlim. X�� Notnry Public. • No. 921. VARRANTY DEER To Joint Trn.nb. Prodford rubnnhine Co.,1524.49 Stout St, -..'t, Denver. Colorndo467s.6011)-1177 s • EXHIBIT ONE Brj 5 t U PACE Li 42 A parcel of land situated in the NE4NWIt and in the SE4NW1/4, Sec. 25, T. 5 South, Range 91 West of tha Sixth Principal Meridian, lying Easterly of the East Elk Creek Centerline, Northerly of said Section 25 East-West Centerline, Westerly of said Section 25 North-South Centerline, and Southwesterly of the Southwesterly right-of-way of County Road No. 245, and being more particularly described as follows: Beginning at the North Quarter Corner of said Section 25, a rebar and cap in place; thence S. 18°57'53" W. 1212.03 feet to a point on said right-of-way, also being a point on a lane centerline, also being a point on the Southwesterly side of County Road right-of-way, the True Point of Beginning: thence :along said County Road the following courses and distances: 85.22 feet along a curve to the right, having a radius of 622.38 feet and chord of which bears: S. 15°08'13" E. 85.15 feet; thence S. 11°12'52" E. 403.91 feet; thence 221.39 feet along a curve to the left, having a radius of 691.54 feet and chord of which bears: S. 20°23'08" E. 220.44 feet; thence S. 29°33'25" E. 350.91 feet; thence 76.24 feet along a curve to the left, having a radius of 349.99 feet, and chord of which bears: S. 35°47'50" E. 76.09 feet to a point on said Section 25 North-South Centerline; thence leaving said right-of-way, S. 00°02'00" E. 416.62 feet along said North-South Centerline to a point on said Section 25 East-West Centerline, the ,-enter of. said Section 25, a rebar and cap in place; thence leaving said North-South Centerline, S. 89°11'40" W. 436.05 feet along said East-West Centerline to a point on said East Elk Creek Centerline; thence leaving said East-West Centerline, along the centerline of creek the following courses and distances: N. 11°18'50" W. 124.86 feet; thence N. 32°45'30" W. 112.71 feet; thence N. 52°22'14" W. 171.59 feet; thence N. 17°24'50" W. 250.85 feet; thence N. 79°15'48" W. 165.05 feet; thence N. 34°48'38" W. 77.46 feet; thence N. 10°15'22" E. 222.73 feet; thence N. 33°48'27" W. 208.68 feet;thence N. 28°27'36" W. 54.19 feet to a point on the said lane centerline; thence leaving said creek centerline, N. 55°41'19" E. 85.29 feet along said lane centerline; thence N. 60°06'03" E. 663.57 feet along said lane centerline to a point on said road right-of-way, the True Point of Beginning. Together with 57.2 per cent of the 0.8 cfs out of Priority No. 145A awarded the Haggarty Enlargement of the Coryell Ditch, which is hereby conveyed without covenants of title. Huber EXHIBIT TWO 4111 411/ btOA5I0 PAGE 4 43 A utility easement 20 feet in width lying Southerly of the Westerly boundary line of Garfield County Road No. 245 and being 20 feet at all points Westerly of the East line of. the SE1/4NW' of said Section 25, said easement being more particularly described as follows: Beginning at the Southeast Corner of the SE'NW' of said Section 25, thence S. 89°11'40" W., 10.00 feet along the Southerly line of said SE4NW4 to a point on the centerline of said utility easement; thence N. 00°02'00" W. 416.62 feet along said centerline to a point on the Westerly right-of-way line of said County Road. A strip of land 20 feet in width to be used as a road access easement, being 10 feet on each side of the following described centerline: Beginning at the Southeast Corner of the SE4NW1/4 of said Section 25, thence S. 89°11'40" W., 10.00 feet along the Southerly line of said SE4NW1/4 to a point on the centerline of said road easement, being the true point of beginning of said centerline; thence N. 00°02'00" W. 314.25 feet along said centerline; thence N. 37°56'07" W. 189.33 feet along said centerline; thence N. 07°14'00" 49.00 feet along said centerline; thence N. 19°42'00" W. 59.00 feet along said centerline; thence N. 26°25'00" W. 92.00 feet along said centerline; thence N. 22°57'00" W. 76.00 feet along said centerline; thence N. 37°18'00" W. 91.00 feet along said centerline; thence N. 45°36'00" W. 57.00 feet along said centerline; thence N. 18°51'00" W. 86.00 feet along said centerline; thence N. 06°45'00" E. 82.00 feet along said centerline; thence N. 10°33'00" W. 86.00 feet along said centerline; thence N. 07°39'00" W. 97.00 feet along said centerline; thence N. 13°50'00" W. 53.00 feet along said centerline; thence N. 15°50'00" W. 53.00 feet along said centerline; thenceN. 15°26'00" W. 84.00 feet along said centerline; thence N. 23°48'00" W. 97.00 feet along said centerline; thence N. 10°37'00" W. 32.00 feet along said centerline to a point in the center of an existing lane; thence N. 60°06'03" E. 62.00 feet to a point on the Westerly right-of-way line of said County Road, whence the North Quarter corner of said Section 25 bears:V.18057'53" E. 1212.03 feet. TOGETHER WITH an easement for ingress and egress over the following described parcel: A strip of land 20 feet in width to be used as a road access easement situated in the SE4NW4 of Section 25, Township 5 South, Range 91 West of the Sixth Principal Meridian, being 10 feet on each side of the following described centerline: Beginning at the Southeast corner of said SEINA, thence S.89°11'40" W, 10.00 feet along the Southerly line of said SE4NW' to a point on said centerline; thence N. 00°02'00" W., 314.25 feet along said centerline; thence N. 37°56'07" W., 189.33 feet along said centerline; thence N.07°14'00" W., 49.00 feet along said centerline; thence N. 19°42'00" W., 59.00 feet along said centerline; thence N. 26°25'00" W. 92.00 feet along said centerline; thence N. 22°57'00" W. 76.00 feet along said centerline; thence N. 37°18'00" W. 91.00 feet along said center- line; thence N. 45°36'00" W. 57.00 feet along said centerline; thence N. 18°51'00" W. 86.00 feet along said centerline; thence N. 60°06'03" E. 75.00 feet, more or less, to a point on the Westerly right-of-way line of County Road No. 245. Huber I W��1///L �� ((i (����i``a��11),11- /�< A\ v.! ( V \1\ J `5889 aYV 1 C 6450 } \\.i l >>,�C r- ,/ 30 // n_gt, u( II II 11 o \ =_== 11 > II II I h • II • • P js vv —5800 lD l/ TraifeP Park" 5600 J a/ • w VJ APPLICATION OF FACTORS POSITIVELY OR NEGATIVELY AND CORRELATION .4 LOCATION & DESIRABILITY FUNCTIONAL USE RCNLD S COMPARISON MARKET APPROACH $ INCOME APPROACH $ APPR. VALUE FOR LOAN. $ FINAL ESTIMATE $ OF VALUE LAND ., . ACTUAL VALUE �I ASSESSED VALUE IMPS YEAR LAND 1 1 TOTAL II 1 IMPS I TOTAL a N •1 O O ? C3 KZ. ni ABST NO IGBAI IFBAI , I i U •L O r ly O 0 W 8 .n m. T. P.) of a 41) t,' '2',./-1'6'4. = '3) z {1.1- ' Cgt a a -0111 Q zN UACI CITY NO jIDA61 SUB NO 11DAJ1 NEICHBORH000 IDAKI SCHOOL DIST IIEAAI DESIRABILITY-- ,CAF) ESIRABILITYICAF) PROPERTY ADDRESS /793— 6 , Re K r ,. "- w m LL LAND VALUE CALCULATIONS DATE 'SBE' COnnPARABgLE SALES BASE UNIT SALES ADJUSTMENTFACTORS ASJ.BASE TOTAL SIZE I REFERENCE I VALUE I SIZE I TIME ILJOCATIONOTHER LCDMPDSITEI UNIT VALUE I LAND VALUE Ctii N ra I 1 1 I 1 I 1 Conslderatlon of the amount of time required to recognize Potential Value Yrs. Est. Potential Value $ _ -1^L 1OPEN SPACE CALCULATIONS Q>J Q 1 1 1 1 1 COST APPROACH 0 o ~ I I 1 1 T 1 1 I RKET VALUE IN THE ORDINARY COURSE OF TRADE (TOTAL PROPERTY) L. °• N = Li O . w 0 0 ,-Ia Q IT -0 _ --�- a 2 111 IHAEI y IHAFI BOOK OR PAGE IHAHI CLERK'S NO `__!_.-� F I 1 1 1 REMARKS �., 7.- RA. i-RAKI ON SALE It _ _ _3 w, ( 2 IRAN, RCNLD 'W' N (HAC) SALES DATE ADJUSTMENTS _w N „N - ADDRESS (CAC) (CAD) (CAE( MAILING ADDRESS CITY/STATE ZIP s _ SALES REFERENCES - m g al \ SALES REFERENCE NAME NO =Q SQ Qo u REPLACEMENT COST NE W O 2 IBAA) OWNERS NAME aO O Q N C .t- N. N ACCESSIBILITY GOOD PUBLIC FAIR PRIVATE POOR YEAR-ROUND SEASONAL AAI USE F L—A—NO ATTRIBUTES g. • J AVPR BY IAV( DATE IAWI -I z'il 2. LAND VALUE REV'D BY IAYI DATE TAXI S I (REMARKS (FAE) ON IMPS ., (n N N N NAT .STONE MOSS, ROCK (FJ) FRAMING ADJ. (HF) WOOD SHK, SHGS (HH) CONC. BAR TILE (HI) SPANISH TILE (HJ) SLATEiMSN TILE (HK) BUILT-UP (HL( ASBESTOS SHGS (HM) CON.SLAB (A8.GDE.) (JJ) BUILDING PERMITS OTHER COVERED (OPEN) PORCHES OP WOOD BALCONIES WB ENCLOSED PORCHES 410 TERRACE (PATIO) CONC. STAIRS OR STAIRWELL DOLLAR ADJUSTMENTS !PORCHES (GARAGE FINISHED BASEMENT CARPORT AF P F II ADJUSTED BASE COST APPLIANCES AND MECHANICAL DUALITY ADJ. DES. (CAI EXT. (C8) INT. (CCI NET (CDI (PARTIAL -UNFINISHED) BASEMENT STATUS ACF P (N. ( ABOVE FIRST FLOOR 1.2 STORY:FINISH. ATTIC FIRST FLOOR (AAA) PARCEL NO. (AA) TYPE (AN) DESIGN \-21(r) D D O O D CO m T T 3 3 T (3 - L RCA. AREA FACTOR_,,,_ %(HAM)-ADJ. R.C.N. n FIREPLACE,,.( Id. YARD IMPS yr: - (,I`,Q','', D G) D m D r D 7c D D '- 0 D D. IIBDI [DI TOTAL BASE COST YEAR ADD.IREM S "REM;000 ADJ YR BUILT NORM. %GOOD COND FOR AGE FUNGI OB5. ECON OBS CO m m fA W 0 w W. E} 0 fl fl 3 Ifs Ni N W D to a C% `j m 2 (n 9 (A (n (n^ O^ W S Q1 \ ll, rv0 ( ..... ) SQ. FT. CALCULATIONS n PLYWOOD I I800D .ARE1 FLOORS AND FLOORING, DAM8REL I1ASPHSDDS INTERIOR FINISH ' uNF,NI=�ED 1 IFL =TER 1 I11FLROOF & ROOFING !S I S WINDOWS II 1 CO /(`n (n Jt l IS FBEXTERIOR WALLS s WO ,SH I IFR I fn w !n TOTAL COST 11 FOUNDATION AOI�R_OOMS(APIBDRNS (AO) BATHS 10 T 1 , _r xxxxx ,5 T - - m '�"� f n o n o z m N x x So4,4 ewe. L.✓ALI. EVAP. COOLER A.C. IIN HT. DCB) A.C. I IN OWN DCTS.I iLECTRIC WL/FLR FURN. HOT WTR_/STM BSMT HOT WTR = IKz HEATING FORCED AIR kA (TRASH COMP. SMOOTH CK. TO1 SE LF.CLN OVEN 'INTERCOM (AMI III INTER. IREM.-STAT INTER. IAM -FM) DOUBLE OVEN CENTRAL VAC. LECTRIC BBQ (HOOD CUS-CONI ELTRN. OVEN DROP-IN RGE/OV HOOD ISTDI HOOD ICUS.STRI COOK TOP WALL OVEN APPLIANCES -A1'. q.Z qr 1 w 3 3 3 n 3 m 3 3 O n m n Z r x - x T n m x x ❑ o x x w D •-- .. ...... 0000 z. ITHRU-WALL A/C1MCI 1 APPLIANCES & MECHANICAL TOTAL S • • G G w V � EL. WALL HT. aDD AT. FAN VV/TIM HUMIDIFIER. I EL.WALL HT. w' ECTRN AIR CL. BIDET z- C D RI. 3 FIX BATH SEP. STACK SLID. TUB ENCL. WATER SOFT DISPOSAL DISHWASHER WATER HEATER LAUNDRY TRAY KITCHEN SINK STALL SHOWER ST.SHWR W/DR ROMAN TUB TOILET BATH TUB 3/4 BATH 2 FIXTURE BATH LAVATORY BASE COMP 3 FIXTURE BATH 9` C, 3 m Z- 0 i 3 3 3( -+ ti n o O z z r is - i n T m o 6 D Z ►—� -- - o 0-4 N0 0 D 0 0 0 O n 0 D 0 0 0 • • PUBLIC NOTICE Take Notice that Walter Huber has applied to the Board of County Commissioners, Garfield County, State of Colorado, to grant an Exemption in connection with the following described property situated in the County of Garfield, State of Colorado; to -wit: Legal Description: See Exhibit "A" Practical Description (location with respect to highway, County roads and residences): Located approximately 1 mile north of New Castle, off County Road 245 Said Exemption is to allow the Petitioner to divide a 19.34 acre parcel into two tracts of approximately 9 acres and 10 acres on the above described property. All persons affected by the proposed Exemption are invited to appear and state their views, protests or objections. If you cannot appear personally at such meeting, then you are urged to state your views by letter, particularly if you have objections to such Exemption request, 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 for the Exemption. This Exemption application may be reviewed at the office of the Planning Department located at 109 8th Street, Suite 303, Garfield County Courthouse, Glenwood Springs, Colorado between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. That public meeting on the application for the above Exemption has been set for the 8th day of February, 1988, at the hour of 10:15 A.M., at the office of the Board of County Commissioners, Garfield County Court House, Suite 301, 109 8th Street, Glenwood Springs, Colorado. Planning Department Garfield County EXHIBIT A A parcel of land situated in the NEIANWIs and in the SE1/4NW1/4, Sec. 25, T. 5 South, Rangle 91 West of the Sixth Principal Meridian, lying Easterly of the East Elk Creek Centerline, Northerly of said Section 25 East-West Centerline, Westerly of said Section 25 North-South Centerline, and Southwesterly of the Southwesterly right-of-way of County Road No. 245, and being more particularly described as follows: Beginning at the North Quarter Corner of said Section 25, a rebar and cap in place; thence S. 18°57'53" W. 1212.03 feet to a point on said right-of-way, also being a point on a lane centerline, also being a point on the Southwesterly side of County Road right-of-way, the True Point of Beginning: thence :along said County Road the following courses and distances: 85.22 feet along a curve to the right, having a radius of 622.38 feet and chord of which bears: S. 15°08'13" E. 85.15 feet; thence S. 11°12'52" E. 403.91 feet; thence 221.39 feet along a curve to the left, having a radius of 691.54 feet and chord of which bears: S. 20°23'08" E. 220.44 feet; thence S. 29°33'25" E 350.91 feet; thence 76.24 feet along a curve to the left, having a radius of 349.99 feet, and chord of which bears: S. 35°47'50" E. 76.0? feet to a point on said Section 25 North-South Centerline; thence leaving said right-of-way, S. 00°02'00" E. 416.62 feet along said North-South Centerline to a point on said Section 25 East-West Centerline, the ,:enter of said Section 25, a rebar and cap in place; thence leaving said North-South Centerline, S. 89°11'40" W. 436.05 feet along said East-West Centerline to a point on said East Elk Creek Centerline; thence leaving said East-West Centerline, along the centerline of creek the following courses and distances: N. 11°18'50" W. 124.86 feet; thence N. 32°45'30" W. 112.71 feet; thence N. 52°22'14" W. 171.59 feet; thence N. 17°24'50" W. 250.85 feet; thence N. 79°15'48" W. 165.05 feet; thence N. 34°48'38" W. 77.46 feet; thence N. 10`5'22" E. 222.73 feet; thence N. 33°48'27" W. 208.68 feet;thence N. 28°27'36" W. 54.19 feet to a point on the said lane centerline; thence leaving said creek centerline, N. 55°41'19" E. 85.29 feet along said lane centerline; thence N. 60°06'03" E. 663.57 feet along said lane centerline to a point on said road right-of-way, the True Point of Beginning. Together with 57.2 per cent of the 0.8 cfs out of Priority No. 145A awarded the Haggarty Enlargement of the Coryell Ditch, which is hereby conveyed without covenants of title. Huber