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HomeMy WebLinkAbout1.0 ApplicationCoffman Ranch ■ Subdivision Exemption/South Parcel ■ Prepared by: TG Malloy Consulting, LLC 181 Orchard Lane Glenwood Springs, Colorado 81601 970.945.0832 Applicant:: Rex A. & JoAnn Coffman 1837 County Road 100 Carbondale, Colorado 81623 Submitted to: Garfield County Building and Planning Department 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 ,a( e1 }i P19 INE LJ N1NG BU November 2002 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant 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, the undersigned Rex and JoAnn Coffman respectfully petitions the Board of County Commissioners of Garfield County, Colorado, to exempt by Resolution the division of 152.97 acre tract of land into four tracts of approximately 4.3, 4.3, 4.3 and 140.0 acres, more or less, from the definitions of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30-28-101 (10)(a) -(d) and the Garfield County Subdivision Regulations for the reasons stated below: SUBMITTAL REQUIREMENTS: An application, which satisfied the review criteria, must be submitted with the following information: A. Sketch map at a minimum scale of 1 "=200' showing the legal description of the property, dimension and area of all lots or separate interests to be created, access to a public right-of-way, and any proposed easements for drainage, irrigation, access or utilities; and Response: Figure 1 is a reduced sketch map showing the subject property with the proposed lots, access drive and easements for access and utilities. A full size map at the required scale was also provided with this application. The legal description for the property is provided in Attachment 1. B. Vicinity map at a minimum scale of 1 "=2000' showing the general topographic and geographic relation of the proposed exemption to the surrounding area within two (2) miles, for which a copy of U.S G.S. quadrangle map may be used; and Response: Figure 2 is a vicinity map created utilizing the Carbondale USGS Quad. The subject property is located approximately 1.7 miles east of Carbondale on the south side of County Road 100. C. Copy of the deed showing ownership by the applicant, or a letter from the property owner(s) if other than the applicant; and Response: The deed demonstrating the Coffman's ownership of the property is included as Attachment 2. D. Names and addresses of owners of record of land immediately adjoining and within 200 feet of the proposed exemption, mineral owners and lessees of mineral owners of record of the property to be exempted, and tenants of any structure proposed for conversion; and Response: Attachment 3 is a list of the adjacent property owners prepared from data maintained by the County Assessor's Office. Attachment 4 is a portion of the deed transferring ownership of the property from Albert J. and Orsala H Cerise to R.A. and Flo M. Coffman in 1958. This deed shows that the Cerises retained a 25 percent ownership on the Mineral Rights for the property. These rights have been retained by Leslie Cerise, heir to Albert and Orsala. Mr. Cerise's address is included on Attachment 3. E. Evidence of soil types and characteristics of each type; and Response: Attachment 5 contains excerpts from the USDA Resource Conservation Service Soil Survey for the Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ 1 November 2002 Aspen, Gypsum area showing the subject property with the soil types identified. This attachment also includes the appropriate tables from the Soil Survey providing the characteristics of these soil types as they relate to residential development. F. Proof of legal and adequate source of domestic water for each lot created, method of sewage disposal, and letter of approval of fire protection plan from appropriate fire district; and Response: See response to Review Criteria "D", below. G. If connection to a community or municipal water or sewer system is proposed, a letter from the governing body stating a willingness to serve; and Response: N/A H. Narrative explaining why exemption is being requested; and Response: The applicants are reaching retirement age and wish to liquidate some of their land holdings for estate purposes. I. It shall be demonstrated that the parcel existed as described on January 1, 1973 or the parcel as it exists presently is one of not more than three parcels created from a larger parcel, as it existed on January 1, 1973. Response: See response to Review Criteria "A" below. J. A $300.00 fee must be submitted with the application. Response: A check for this amount was included with this application. Rex A and JoAnn Coffman Petitioner 1837 County Road 100 Mailing Address Carbondale Colorado City 970-963-2375 State Telephone Number The Applicant . b = ng represented by Tim Malloy of TG Malloy Consulting, LLC. Attachment 6 is a letter from the Coffmans < uth rizing Mr. Malloy to represent them in this matter. Mr. Malloy's signature and business for ,tion a e provide. .•1 Applicant's Representative TG Malloy Consulting 181 Orchard Lane Glenwood Springs, CO 81601 Coffman Ranch/South Parcel 2 ■ Subdivision Exemption Application • November2002 M— OM In MN o all 1 N ggl•tl,g r ay.&cateeeztR R tzg atizx$ Rw, ! 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V Nse /o 1 Conceptual Site Plan Coffman Ranch/South Parcel/Subdivision Exemption a 1837 100 Road Carbondale, Colorado 81623 • i 1 Coffman Ranch/South Parcel Subdivision Exemption Application Applicant: Representative: Rex & JoAnn Coffman TG Malloy Consulting, LLC I1837 100 Road Carbondale, Colorado 81623 181 Orchard Lane Glenwwod Springs, Colorado 81601 Ph: 945-0832 Far: 945-0833 North Scale: 1 "=2000' Source: Carbondale USGS Quadrangle Map, Map# 39107 -D2 -TF -024. Contour Interval = 40 Feet. Figure 2 REVIEW CRITERIA A. No more than a total of four (4) lots, parcels, interests or dwelling units will be createdfrom any parcel, as that parcel was described in the records of the Garfield County Clerk and Recorder's Office on January 1, 1973. In order to qualms for exemption, the parcel as it existed on January 1, 1973, must have been 35 acres or greater in size at the time and not a part 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), preventing joint use of the proposed tracts, and the division occurs along the public right-of-way, 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. For the purposes of definition, all tracts of land 35 acres or greater in size, created after January 1, 1973 will count as parcels of land created by exemption since January 1, 1973. Response: The subject property has been owned by the Applicants since 1965. The Coffmans acquired property on both sides of County Road 100 at that time. The legal description for the entire property, which includes land on both sides of County Road 100, is provided on the warranty deed (see Attachment 2). The property is bisected by the right-of-way for County Road 100 and the old D&RG Rail Road line, which is now owned by the Roaring Fork Transportation Authority (RFTA). These intervening property ownerships divide the property into two separate legal parcels. The property, which is the subject of this application, is located on the south side of County Road 100 and the RFTA right-of-way and contains approximately 152.97 acres. The North Parcel contains approximately 141.88 acres. To demonstrate that this parcel has remained unchanged since 1973 we need only compare the legal description for the property in the Warranty Deed with the current description in the Assessor's records (see Attachment 7). These descriptions differ on only three points. First, the description in the Warranty Deed does not specifically exclude the right-of-way for County Road 100 or the D&RG Railroad. Instead, there is a simple reference to exemptions for "easements and rights-of-way of record" on the Deed. Second, the current description in the Assessor's records includes two lots, totaling 4.56 acres, which are not included on the Warranty Deed. These lots are part of the North Parcel and were added to this parcel in 1981 after a subdivision exemption was processed for the adjacent ranch owned by the Gerbaz family. Subsequent to receiving subdivision exemption approval these two lots were conveyed to the Coffmans who intended to either convey them to their children or sell them. Once the Coffmans realized these parcels would be taxed as vacant residential land, they vacated the subdivision exemption plat and quit claimed the land from these lots, thereby merging this land into the North Parcel. This issue was discussed with Mark Bean and he indicated that since these parcels were added to the property and since no exemption was processed for the Coffman property this action would not jeopardize the properties eligibility for Subdivision Exemption or Rural Lands Development Exemption Option approval. Even so, these parcels were added to the North Parcel and would not affect the legal status of the South Parcel. The third difference in the legal description is also related to the North Parcel and involves a minor subdivision exemption to convey .30 acres to the County. This exemption was processed in 1981 to adjust the property line between the Coffman Ranch and the right-of-way for County Road 100 to correspond to the location of an existing fence. The Applicants are requesting approval to create three small lots leaving a fourth large parcel as depicted on Figure 1. The proposed lots are roughly 4.3 acres each and the large parcel would retain approximately 140 acres. B. All Garfield County zoning requirements will be met; and Response: The subject property is zoned Agriculture Rural Residential Density (ARRD). The proposed lots have been designed to comply with the applicable requirements for this zone district. The lots are intended for residential use and meet all of the area and bulk requirements identified in Sections 3.02 of the Garfield County Zoning Resolution. The proposed lots also comply with applicable "Supplementary Regulations" contained in Section 5.0 of the Zoning Resolution. Many of these regulations are evaluated in association with a building permit application. Since no buildings are proposed at this time these provisions are not addressed in this application. Coffman Ranch/South Parcel 5 ■ Subdivision Exemption Application • November2002 The minimum lot area in this zone district is two (2) acres, while the proposed lots are over four (4) acres in area. A minimum of 25 feet of street frontage is required for all lots (unless otherwise provided for under a PUD). The width of the proposed lots range from 247 feet to 398 feet. 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 Response: The subject property is separated from the County Road 100 right-of-way by the old D&RG Railroad right -of way, which is currently owned by the Roaring Fork Transportation Authority (RFTA). Access across the intervening RFTA right-of-way has been granted by RFTA via a "private was license" which is included as Attachment 8. This license grants access at two locations on the subject property where historic crossings have existed and been continuously used by the Applicants. One of these is the point of access to be used for the proposed lots and is shown on Figure 1. It should be noted that the "private way license" limits use of the access to the Applicant. At the time these lots are conveyed to a second party a new license will have to be issued to the purchaser. According to Michael Hermes of RFTA, multiple licenses for the same access point are routinely granted provided the location of the access crossing remains the same and no new access crossing is sought. The Applicant is proposing a shared drive for access to all three of the proposed lots and the remainder parcel. D. Provision has been made for an adequate source of water in terms of the legal and physical quality, quantity and dependability, and a suitable type of sewage disposal to serve each proposed lot. Proof of a legal supply shall be an approved substitute water supply plan contract; augmentation plan; an approved well permit; legally adjudicated domestic water source or a contract for a permanent legal supply of domestic water to be hauled from an outside site for a cistern. Proof of the physical supply from a well for the public meeting, may be documentation from the Division of Water Resources that demonstrates that there are wells within a '/ mile of the site producing at least five (5) gallons/minute. Response: Water for the proposed lots will be provided via a shared well. The location of the proposed well is depicted on Figure 1. A "water allotment contract" was approved by the Basalt Water Conservancy District for this well and is included in Attachment 9. A well permit application has also been filed with the Colorado Division of Water Resources (see Attachment 9). Proof of physical supply is provided via a "statement of beneficial use" for a well that is located within 1/4 mile of the proposed well (see Attachment 10). This well is located just west of the subject property and has a production rate greater than 37.5 gallons per minute as demonstrated by the pump test report conducted by Samuelson Pump Co. (see Attachment 10). E. Method of sewage disposal; and Response: Sewage disposal is proposed to be handle by on-site wastewater treatment systems as no central sewerage system is available in this area. The systems have not been designed at this time since no dwellings are proposed and the design of each system is specific to the number of bedrooms and other factors for each home. The design of each system is best evaluated at the time of building permit application. F. All State and local environmental health and safety requirements have been met or are in the process of being met; and Response: The Applicant is seeking the necessary well permit from the Colorado Division of Water Resources. As part of this process water quality testing will be required. In addition, compliance with the County's Individual Sewage Disposal System requirements will be a requirement of the building permit process. The Applicant is willing to comply with these all other applicable State and local environmental health requirements. G. Provision has been made for any required road or storm drainage improvements; and Response: The road serving the proposed lots exists and has been in place for many years. The road has a gravel or dirt surface and is not proposed to be improved. The lots are intended to be developed with single-family Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ 6 November 2002 residences at a very low density. No road or other storm drainage improvements are anticipated with this development. H. Fire protection has been approved by the appropriate fire district; and Response: The subject property is located within the Carbondale and Rural Fire Protection District. Attachment 11 is a letter from Bill Gavette, Deputy Fire Chief for the District, which demonstrates that fire protection is available for the property. I. Any necessary drainage, irrigation or utility easements have been obtained or are in the process of being obtained; and Response: There are existing easements that traverse the property for utilities and irrigation. These easements will be reflected on the Subdivision Exemption Plat and will be included on the deeds for the proposed lots where appropriate. No new easements (other than for access along the shared drive) are anticipated with the proposed subdivision exemption. J. School fees, taxes and special assessments have been paid. Response: There are no outstanding fees, taxes or special assessments associated with the subject property. ADDITIONAL CONSIDERATIONS In the evaluation of each petition for exemption, and in addition to the review criteria in Section 8:52, the Board shall consider the following: A. General conformance with the Garfield County Comprehensive Plan; Response: The lower portion of the subject property, where the proposed lots are located, is identified for "light industrial" use on the Proposed Land Use map in the Garfield County Comprehensive Plan, Study Area 1. The proposed lots are intended to be developed for single-family residential use. The proposed use is less impactive than the use recommended in the Comprehensive Plan. B. Compatibility of the proposed exemption with existing land uses in the surrounding area; Response: The surrounding uses include residential/ranch, log home assembly, and storage/warehouse. The log - home -assembly use is located approximately 2,400 feet east of the proposed lots on property currently owned by the Applicants. Given this distance and the intervening terrain, we anticipate no compatibility issues between this use and the proposed residential lots. The property to the east is developed with a number of light industrial uses. However, the portion of this property closest to the proposed lots is developed with a mini storage facility. This is a relatively benign commercial use since it involves low traffic and activity levels. The nearest existing use is the ranch homestead owned and occupied by the Applicants, which is located immediately north of the proposed lots. The proposed residential use was selected because of its compatibility with the existing ranch homestead. C. Recommendations of any municipality within two (2) miles of the proposed exemption, or within three (3) miles, if the municipality has a major street plan; Response: The subject property is located within the area covered by Carbondale's Three -Mile Plan, which is the equivalent of a "major street plan." The Applicant would like the opportunity to discuss any comments or recommendations offered by the Town of Carbondale if such comments or recommendations are provided by the Town. Coffman Ranch/South Parcel 7 ■ Subdivision Exemption Application • November2002 D. Recommendations of any state or local agency or organization whose opinion the Board determines is necessary or appropriate; Response: The Applicant would like the opportunity to discuss the recommendations or comments of other state or local agencies if any are provided in association with this review. E. Suitability of soil, water, vegetation, geologic and topographic characteristics of the land for the type of division proposed; Response: To evaluate this we examined the soils and geologic hazards maps contained in the County's Comprehensive Plan. Figure 3 is a composite map showing the soils, geologic and floodplain hazards contained in the Comprehensive Plan for the subject property. The area where development would occur on the proposed lots is encumbered by "moderate soils" and "moderate slopes" hazards. Moderate slope hazards are defined as debris fans and minor rockfall areas. The area where building is likely to occur is in the lower one half to one third of the proposed lots or nearly as far from the steep slope area of the property as possible. The "moderate soils" hazard is defined as including such issues as subsidence. While no site-specific soils examination has been done at this time, such soils evaluation should be required for foundations at the time of building permit application. There are no other soils, floodplain or geologic hazards mapped for the area where development would occur on the proposed lots. F. Number of lots and/or multiple -dwelling units created by the proposed exemption; Response: The Applicant is proposing a total of four lots. G. Provision for open space within the proposed exemption; Response: No public open space is proposed with this subdivision exemption. However, the proposed lots are over 4 acres in size. Only a fraction of the acreage of these lots will be developed due to steep slopes and other site limitations. In addition, the remainder of the property not included within the proposed residential lots will be over 140 acres in size. Much of this acreage will remain undeveloped due to steep slopes. H. Proposed density and provisions for adequate off-street parking; and Response: The proposed lots provide ample room to accommodate all required parking for single-family residential use. All parking associated with the proposed lots will be handled on site. Parking will be provided in accordance with County parking requirements at the time the proposed lots are developed. Covenants and plat notes, restricting the lots to the following: 1. One (1) dog will be allowed for each residential unit within a subdivision and the dog shall be required to be confined within the owner's property boundaries. The requirements shall be included in the protective covenants for the subdivision with enforcement provisions allowing for the removal of a dog from the area as a final remedy in worst cases; 2. No open-hearth solid fuel fireplaces will be allowed anywhere within an exemption. One (1) new solid fuel burning stove as defined by C.R.S. 25-7-401, et. sew., and the regulations promulgated thereunder, will be allowed in any dwelling unit. All dwelling units will be allowed an unrestricted number of natural gas burning stoves and appliances; and 3. Each subdivision shall have covenants requiring that all exterior lighting be the minimum amount necessary and that all exterior lighting be directed inward, towards the interior of the Coffman Ranch/South Parcel 8 ■ Subdivision Exemption Application • November 2002 subdivision, except that provisions may be made to allow for safety lighting that goes beyond the property boundaries. Response: The Applicants are willing to accept these restrictions as conditions of approval. Coffman Ranch/South Parcel 9 ■ Subdivision Exemption Application • November2002 a CAD J l\J AO 00 P'' 00 �+ N o!sinipgns !N •ax-a1 r 0Q i / Z 0 rGeneral Notes 1 Composite Analysis Map f Coffman Ranch/South Parcel/Subdivision Exemption 4 1837 100 Road Carbondale, Colorado 81623 8 Attachment 1 Legal Description Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ November 2002 FROM : COFFMAN RANCH FAX NO. : 9709632375 LEGAL DESCRIPTION SOUTH PARCEL Nov. 04 2002 11:15AM P1 A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 21, 22, A PORTION OF 23 SECTION 36 TOWNSHIP 7 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPLE MERIDIAN; LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPLE MERIDIAN, LOTS 1 AND 2, SECTION 1 TOWNSHIP 8 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPLE MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 1 TOWNSHIP 8 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPLE MERIDIAN; SAID NORTHEAST CORNER SECTION I ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 ALSO BEING THE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE S.01 °04' 17"E., 1309.93 FEET ALONG THE EAST LINE OF SAID SECTION 1;T1-IENCE S.89°20'32"W., 267634 FEET TO A POINT ON WE NORTH -SOUTH CENTER LINE OF SAID SECTION 1; THENCE N.01 °08'38"W.,1276.54 FEET ALONG SAID NORTH -SOUTH CENTER LINE TO THE NORTH 114 CORNER OF SAID SECTION 1(WHENCE THE WITNESS CORNER TO THE NORTH 1/4 CORNER OF SAID SECTION 1, BEARS NORTH 396.00 FEET); THENCE N.89°24'32"W., 725.04 FEET ALONG THE NORTH LINE OF SAID SECTION 1; THENCE N.00°00'00" E., 632.72 FEET; THENCE S.66° 14'04"W., 31.76; THENCE S.82°30'00" W., 52.93'; THENCE N.79°14'00" W., 97.63; THENCE N.00°00'03"W., 90.21 FEET TO A POINT ON THE NORTH LINE OF SAID GOVERNMENT LOT 23; THENCE DISTANCE OF 961.91 FEET; THENCE N 00°18'00" E A DISTANCE OF 13.17' TO A PONT ON THE SOUTHERLY RIGHT OF WAY OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE N 88°55'09" E A DISTANCE OF 656.85' ALONG SAID SOUTHERLY RIGHT OF WAY; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 6275.78', A DELTA ANGLE OF 07°32'23", AN ARC DISTANCE OF 825.85', A CHORD BEARING OF S 85°08'56" W. AND A CHORD DISTANCE OF 825.26'; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY OF N 81°22'43" W A DISTANCE OF 2638.65' TO A POINT ON THE EAST LINE OF SAID GOVERNMENT LOT 14; THENCE S 00°30'00" E A DISTANCE OF 431.39' ALONG SAID EAST LINE TO THE SOUTH EAST CORNER OF SAID GOVERNMENT LOT 14; THENCE S.89° 10'00"W., 512.04 FEET ALONG THE SOUTH LINE OF' SAID GOVERNMENT LOT 14 TO A POINT ON THE EAST LINE OF SAID SECTION 36; THENCE S.00°00'33" E., 716.86 FEET ALONG THE EAST LINE OF SAID SECTION 36 TO THE NORTHEAST CORNER OF SAID SECTION 1, SAID POINT ALSO BEING THE PONT OF BEGINNING FOR THIS DESCRIPTION, CONTAINING 152.97 ACRES MORE OR LESS. Tarp,." • wwwMYw,� �� :slotfreAGtes r2 69 G S-3� Attachment 2 Proof of Ownership Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ November 2002 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 22A809 Ohns . S Keegan Recorder. page 109 (1;7' • TSIs DEED, Made this • �•i, in the year of our Lord one thousand nine hundred and between day of February sixty-five R. A. COFFMAN and FLO M. COFFMAN of the County of Garfield and State of Colorado, of the first part, and Exhibit — C REX A. COFFMAN and JOANN n. COFFMAN Deed & Legal Description of the County of Garfield and State of Colorado, of the second part: WITNESSETH, That the said part i e s of the first part, for and in consideration of the sum of -DOLLARS, DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION to the said part 1 e s of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, have granted, bargained, sold and conveyed, and by these presents do 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 lots or parcel s of land, situate, and State of and being in the County of Garfield Colorado, to -wit: Lots 12, 13, 16 and 17, Section 36, Township 7 South, Range 88 West of the Sixth P. M.; Lot 14, Section 31, Township 7 South, Range 87 West of the Sixth P. M.; Lots 21, 22 and 23, Section 36, Township 7 South, Range 88 West of the Sixth P. M.; Lots 1 and 2, Section 1, Township 8 South, Range 88 West of the Sixth P. M.; consisting of 301.248 acres, more or less. EXCEPTING the following described tract of land, to -wit: A tract of land situated in Lot 23, Section 36, Township 7 South, Range 88 West of the 6th Principal Meridian, more fully described as follows: Beginning at a point on the North line of said Lot 23 whence the witness corner for the South Quarter Corner of said Section 36 bears S. 69°4S' E. 961.91 feet; thence S. 89°10' W. 483.91 feet along the North line of said Lot 23 to the Northwest Corner of said Lot 23; thence South 707.62 feet along the West line of said Lot 23 to the Southwest Corner of said Lot 23; thence S. 89°24'40" E. 661.35 feet along the South line of said Lot 23; thence North 632.72 feet; thence S. 66°14' W. 31.76 feet; thence S. 82°30' W. 52.93 feet; thence N. 79°14' W. 97.63 feet; thence North 90.13 feet to the North line of said Lot 23, the point of beginning. Containing 10.51 acres, more or less. Toget]err with any and all water and water rights, ditches and ditch rights belonging to or used upon, or in connection with the above described property. Also tgether with 134 shares of stock in the North Thompson -Four Mil - Mineral and Land Corporation, and all grazing rights and privileges represented thereby. Also together with the right to graze 84 head of cattle upon the public domain as granted by the Bureau of Land Management. EXCEPTING mineral reservations of record and easements and rights- of-way of record for roads, highways, ditches, telephone, telegraph, 11) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 to the said part 1 e s of the first part in hand paid by the said parties of the second part, the receipt whereof by confessed and acknowledged, have granted, bargained, sold and conveyed, and by these presents do argain, sell, convey and confirm unto the said parties of the second part, their heirs and assigns forev n common but in joint tenancy, all the following described lots or parcel s of land, situ County of h grant, in tenant and being in e Colorado, to-wi Lots 12, 13 of the Sixth West of the Si South, Range 88 Township 8 South, 301.248 acres, more Darfield 16 and 17, Section 36, Township 7 South, Ran . M.; Lot 14, Section 31, Township 7 Sout h P. M.; Lots 21, 22 and 23, Section est of the Sixth P. M.; Lots 1 and ange 88 West of the Sixth P. M. r less. • EXCEPTING the followin- described tract of 1 A tract of land situate Range 88 West of the 6th as follows: Beginning at 23 whence the witness corner Section 36 bears S. 69°45' E. 483.91 feet along the North li Corner of said Lot 23; thence line of said Lot 23 to the thence S. 89°24'40" E. 661 Lot 23; thence North 632. thence S. 82°30' W. 52.' thence North 90.13 fe- point of beginning. in Lot 23, Sec rincipal Tier point on or t S n , not e, lying d State of 88 West Range 87 , Township 7 Section 1, consisting of o -wit: on 36, Township 7 South, dian, more fully described he North line of said Lot South quarter Corner of said 6 91 feet; thence S. 89°10' W. of said Lot 23 to the Northwest 707.62 feet along the West Corner of said Lot 23; ng the South line of said S. 66°14' W. 31.76 feet; 79°14' W. 97.63 feet; line f said Lot 23, the more or less. ou uthwes 5 feet a feet; then feet; thence to the North ontaining 10.51 acres, Togetler with any an rights belonging • described prop Also tget Mineral repre nd ented v all water and water rights, d or used upon, or in connection w tches and ditch 'th the above with 134 shares of stock in the North Thomps Land Corporation, and all grazing rights and p thereby. n -Four Mile 'vileges o together with the right to graze 84 head of cattle upon the ublic domain as granted by the Bureau of Land Management. EXCEPTING mineral reservations of record and easements and rights- of-way of record for roads, highways, ditches, telephone, telegraph, and power lines. ,_� I e , ''il `n• iR�I�I. i-i"t...M. ,� I, s i lel __ , ..- . l: ' 4 ,{i a r - U . .x.. __4_ TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and 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 parti e S of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. No. 766. WARRANTY DEED—To Joint Tenants.—Bradford-Robinson Printing Company, 182448 Stout Stmt, Denver. Colorado 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Book 364 Pae 110 TO HAVE AND TOOLD the said premises above bargained and described, with the appurtenances, unto the said parties 2f the 6ecvi d part, their heirs and assigns forever. And the said part ies of batthe ainfirst and part. ofd i', therli�:l vas , the i� ears, executors, and administrators, do covenant, grant g 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, they are well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance in law, in fee simple, and ha ve 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, bargains, sales, liens, taxes, assessments and incumbrances of whatever kind or nature, aoever, except 1965 taxes. and the above bargained premises in the quiet and peaceable possession of the said parties 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 parties of the first part shall and will WARRANT AND FOREVER DEFEND. hand and IN WITNESS WHEREOF, the said part les of the first part have hereunto settheir s seal s the day and year first above written. ).L...k..'!./... _ [SEAL] [SEAL] Signed, Sealed and Delivered in the Presence of A CO F`f `MA •� [SEAL] • STATE OF COLORADO, Vic.. County of GA,RI'IELI? •_���pi`eping instrument was acknowledged before me this ,p:,'lsy,'itiR. A. COFFMAN and FLO M. COFFMAN.1 :41;f fission expires /.) 1ss. 1 '!4 ..:., •f;..OF ural person or persons here insert name or names; if by persons acting in representative or official capacity or as attorney-in-fact. /%ottf qo : ,iAsdi of person as executor, attorney-in-fact or other capacity or description; it by officer of corporation. then insert name of such p Arra, as the provident or other officers of such corporation, naming it. i•. day of February . Witness my hand and official seal. C 1 / / A . t Notary Public. 1 1 1 1 1 1 1 1 1 1 and the a • e bargained premises in the quiet and peaceable possession of the said parties of the second rt, their heirs and asci against all and every person or persons lawfully claiming or to claim the whole or a part thereof, the said part1es .f the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS W REOF, the said part : of the first Part have hereunto sett , it hand g and seal s the day and yea 'rat above written. Signed, Sealed and Delivered in the Presenc STATE OF COLORADO, County ofhilt GA R (.‘%111 u' iyAk.ep'oing instrument was `,•-fp , 8 .5,1 �: Attachment 3 List of Adjacent Property Owners Coffman Ranch/South Parcel ■ Subdivision Exemption Application • November2002 Carbondale Corporation 2000 S. Colorado Boulevard Tower Two, Suite 1000 Denver, CO 80222 Ranch at Roaring Fork Homeowner's Assoc. 014913 Highway 82 Carbondale, CO 81623 Carolyn & Eric Smith C/O Smith & Metalitz, LLP 1747 Pennsylvania Avenue N.W. Suite 825 Washington, DC 20006 Leslie Cerise 1539 Hwy 133 Carbondale, CO 81623 Adjacent Property Owners Dale Eubank, LLC 1676 County Road 100 Carbondale, CO 81623 Roaring Fork Preserve, LLC C/O Dave McMorris 201 Main Street, Suite 203 Carbondale, CO 81623 Mineral Rights Owner Garfield County Board of Commissioners 109 8th Street, Suite 300 Glenwood Springs, CO 81601 St. Finnbar Land Company C/O Jim Mindling 32 Buttonball Lane Weston, CT 06883 Attachment 4 Mineral Rights Documentation Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ November 2002 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FROM COFFMAN RANrH FAX NO. : 9709632375 Oct. 23 2002 03:34PM P1 jt t }3 k 312 NovNv ?1 L .+ 3 +res .39J� o'c3u'?k ...... ey.V.`..+.Lae3.... til ... 'I,p rk Ilacepdoza No I?rdor. 203497 a t3 K....... ..... ...........,,.......... T1-1.13 DED, Made this 17th + usyoY ri*'4''a:daTT' in the year of our Lord ono thousand nine haodred and fifty-eight batty en ALBERT J. atIa and ORS= fl. CF9I S<3, of the County of OArfiald And State o l Colorado, of the first part, and R. A. COMM and FLQ M. COFFMAN of the cow:Ity or Garfield and. Stats of Cclonado, of the second part, WITNESSETU, That the said part; a a of the first part, for :End in consideration of the aim of Ten Dollars slid other good and vaJ.ub1s considerations ====s4, to the said pert i8a of the first pant in hand paid by the said pathos of the second part, they receipt whereof is hereby confessed and scicno fledged, ha ve granted, bcrgaLted, sold and conveyed, sad by those presents do grant, bargain, sell, aoa - y and eanfirci unto the said paartioe of the arcoad dart, their heirs and assigns forever, not ir. tenancy iri common but in joint tenancy, ail the following dtaarlbed Iotaor parcel of lend, situate, lying and being in the County of SeLrfield and State of Colorado, • v Lots 12, 1.3, 16 and 17, Section 3b, Toxo p 7 South, Range 88 Westof the ,Sixth Principal Meridian, and Lot 1 in Section 31; ToSrnahip 7 South, Range 67 Wert 4:e the Soh Principal Meridian. um Lots 21, 22 and 23 in Section 36, Township 7 South; Range 88 West of the Sixth Principal Neridisa. Also iaotm 1 and 2 in Section 1, -"Township 8 Sozzth, Range 8$ Meat of the Sixth Principal Meri disan a Together with any. and r11 water Anti crater rights, ditch and ditch rights bel.s►Rgi g to or used in connection with the above described property, and p rticulerly' but without limitation on the foregoing, an undiTided one• t fourth interest in the Union Irrigation tjtch.end a like interest in and tag the Mongh flitch and }ate :rater rights connected with mid two ditches, the some being situate in Test,.+az District No. 38. Also all grain: rights and priY'11eg s c n tha Public Doman odtlini shred trader the Taylor Oraaing dict for Bch the awe described pr op4tr'ry im bass property.. a 6 The first parties, grantors herein, except and reserve at undiari.ded ones fourth interest in And to all oil, grsa and other ninerai,3 of rreery hind and description, in, on or under the real property her t3inabc.m described, together with the right to enter coon and ronova , said ninerals upon. pint for surface damage*. FROM COFFMAN RANCH FAX N0. : 9709632375 Oct. 23 2002 03:35PM P2 Book 312 i'agb 391 TO 11.3.3713 AND TO 1 Oi.D the said promisee afore bargained and descril.Ned, with the rppurtebances, unto the acid parties of the socond part, their beim and apsign i forever. the avid part la 9 of the. first, art, for' then ns►rreaA il*I.I" heirs, executors, and administrators, � da eoveuut;t, great, 1`arptta lead agree to and with the said parties et the seecond. part, their hairs atcd'assigas, that at the tis of the unsealing ,sad delivery of thoee presents, they are wail seized o3 the premises above conveyed, ns of good, sure, perfect. absolute sand indefeasible estate of inheritance in law, in foe simple, and ha 'f9 good right, roti power. and lawful authority to grunt, bargain, s311 End convey the snore in wanner and form aforesaid, and that the carne are #roe and clear from all former And outer grants, borraias, tales, liana, texea, asaetarnsnts atsd innuenhrances of whatever kind or nature,. ' seever, subject however to reservations corfl ated in patents arld Bate ante and rights of way €'or z'ai1roads1 roads, utiliti.ae a ld ditches tzow its existence, and tho abore'1,1argain;d promises in the quiet and 'peacoabis ,potsA0%0+ln of the lurid pasties of the s.)4ou i part., t i le hwira rnci aueigne, against alt and every person o: persons ta;77164117 ciuireirt,'l or to claim :1se svilole or any, part tiixreat, the gqiti Feat IQt.tce rivet part shall and wilt r:A.Tt AbrT An?'O '47REVER D+...t"aN'tY, • IN WITNESS 1.111EREOF,the said part '1se8 of the.fi.rat: part'his V'A hrxa;*ato set thiir bawl and Rust the 4ty aa+i rra'r first aboas srrittoa. Signed, Sealed and Delivered in the Provence of . STATE OF COLORADO, • County of O3.i,..knpl J 8*. 'rtielura„guanc lnetzsstxent was seJrnowiedged amore Ine ti,'sia�"irjl 3p 51 . `,• e `, —Alan -" '' .1a MIS and OhSO A. 11, C gI ss•► „..,....,........ts .+ALx.. day o: 149-rt4,Ir 7. A xGF� expires sjv : �1 �• W. Na, xr . 19 61. Witneit my hand and official seta.' ,' ti . 1 _ VV J Nbt* 1'a5lk. Attachment 5 Soils Data Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ November 2002 Coffman Ranch/South Parcel Subdivision Exemption Application Applicant: Representative: Rex & JoAnn Coffman TG Malloy Consulting, LLC 1837 100 Road Carbondale, Colorado 81623 181 Orchard Lane Glenwwod Springs, Colorado 81601 Ph: 945-0832 Fax: 945-0833 North Soils Types Map Aerial Source: Sheet No. 20 Soil Survey of Aspen -Gypsum Area (Carbondale Quadrangle) US Dept. of Interior, Resource Conservation Service 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 USDA -RCS Soils Designations Map Numerical Symbol Soil Map Unit 13 Atencio-Azcltine complex, 3-6% 35 Empedrado loam, 6-12% 54 Grotte gravely loam, 25-65% 55 Gypsum land-gypsiorthids complex, 12-65% 106 Tridell-Brownsto Stony Sandy Loams 12-50% (extremely stony) 116 Yamo loams 12-25% Coffman Ranch/South Parcel Subdivision Exemption Application November, 2002 pen -Gypsum Area, Colorado 13—Atencio-Azeltine complex, 3 to 6 percent opes. This map unit is on alluvial fans and terraces. e native vegetation is mainly grasses and shrubs. evation is 5,900 to 6,500 feet. The average annual ecipitation is 15 to 18 inches, the average annual air mperature is 44 to 46 degrees F, and the average st-free period is 105 to 120 days. -This unit is about 60 percent Atencio sandy loam and percent Azeltine gravelly sandy loam. Included in this unit are small areas of soils that are lar to the Atencio and Azeltine soils but are finer xtured. Also included are small areas of gravel bars. luded areas make up about 10 percent of the total eage. The Atencio soil is deep and well drained. It formed alluvium derived dominantly from sandstone and ale. Typically, the surface layer is reddish gray sandy am about 6 inches thick. The next layer is sandy loam out 4 inches thick. The subsoil is about 10 inches of ndy clay loam over about 4 inches of gravelly sandy am. The upper 6 inches of the substratum is gravelly ndy loam. The lower part to a depth of 60 inches is gravelly sand. The soil is noncalcareous to a depth 20 inches and calcareous below that depth. In some eas the surface layer is gravelly or cobbly. Permeability is moderate to a depth of 30 inches in Atencio soil and rapid below this depth. Available ater capacity is low. The effective rooting depth is 60 hes or more. Runoff is slow, and the hazard of water sion is slight. The Azeltine soil is deep and well drained. It formed alluvium derived dominantly from sandstone and ale. Typically, the surface layer is reddish gray elly sandy loam about 9 inches thick. The upper 7 hes of the substratum is gravelly loam. The lower rt to a depth of 60 inches is extremely gravelly sand. e soil is calcareous throughout. In some areas the rface layer is cobbly loam or sandy loam. Permeability is rapid or very rapid below a depth of inches in the Azeltine soil. Available water capacity low. The effective rooting depth is 60 inches or more. noff is slow, and the hazard of water erosion is ht. This unit is used mainly for irrigated hay or pasture. It o is used for crops, urban development, wildlife itat, or rangeland. If this unit is used for hay and pasture, the main Rations are the low available water capacity and all stones. Grasses and legumes grow well if equate fertilizer is used. Good management helps to ntain optimum vigor and quality of forage plants. ause these soils are droughty, applications of ation water should be light and frequent. Irrigation er can be applied by corrugation, sprinkler, and 23 flooding methods. If properly managed, the unit can produce 4 tons of irrigated grass hay per acre annually. This unit is moderately well suited to irrigated crops. If furrow or corrugation irrigation systems are used, runs should be on the contour or across the slope. If properly managed, the unit can produce 70 bushels of barley per acre annually. The potential plant community on this unit is mainly western wheatgrass, Indian ricegrass, needleandthread, big sagebrush, and Douglas rabbitbrush. Nevada bluegrass, prairie junegrass, and bottlebrush squirreltail also are included. The average annual production of air- dry vegetation is about 800 pounds per acre. Suitable management practices include proper grazing use and a planned grazing system. If the quality of range vegetation has seriously deteriorated, seeding is needed. The main limitations are cobbles and stones. For successful seeding, a seedbed should be prepared and the seed drilled. Brush management improves deteriorated areas of range that are producing more woody shrubs than were present in the potential plant community. If this unit is used for homesite development, the main limitation is small stones. Population growth has resulted in increased construction of homes in areas of this unit. Topsoil can be stockpiled and used to reclaim areas disturbed during construction. The gravel and cobbles in disturbed areas should be removed if the site is landscaped, particularly in areas used for lawns. If the density of housing is moderate or high, community sewage systems are needed to prevent the contamination of water supplies resulting from seepage from onsite sewage disposal systems. This map unit is in capability subclass IVe, irrigated, and Vle, nonirrigated. It is in the Rolling Loam range site. Callings-Yeljack complex, 25 to 65 perce slopes. This map unit is on ridgetops, benche , and mountain '•es. Elevation is 7,500 to 9,500 -et. The average ann..l precipitation is 18 to 20 ches, the average annua -ir temperature is 3 o 41 degrees F, and the average frt-free period 70 to 80 days. This unit is about : semen allings soil and 40 percent Yeljack soil. Included in this unit ar- s 'all areas of Mine, Arle, Ansari, Jerry, Millerla. Uracc and Mergel soils. Included areas m.. - up about 10 ercent of the total acreage. The Galli soil is deep and well dr. ed. It formed in alluviu ► and colluvium derived dominan from sandst• e. Typically, the surface layer is dar brown loa . bout 5 inches thick. The next 6 inches is • ravelly I • : m. The subsurface layer is very cobbly clay lo 36 Soil Surve This unit is used as hayland or for crops. It is well su. ed to hay and pasture. Grasses and legumes gr.w well adequate fertilizer is used. If properly man- ed, the un can produce 5 tons of irrigated grass h per acre an ally. The po : ntial plant community on this uni is mainly western wh--tgrass, needleandthread, prrie junegrass, montain big sagebrush, and •ouglas rabbitbrush. Oth: r plants that characteze this site are muttongrass, Lett- man needlegrass common snowberry, Utah se iceberry, and - ntelope bitterbrush. The average annual • oduction o air-dry vegetation is about 1,500 pounds pe cre. If he range condition deteriorates, mountain bi• sa• -brush, Kentucky bluegrass, Douglas rabbitbr . h, and annual weeds increase in abundance. This unit is well suit- • to alfa a and small grain crops. It has few limit . ions. Main . fining crop residue on or near the surfe helps to conof runoff and soil blowing and help to maintain tilth a • the content of organic matterproperly managed, t unit can produce 90 ••shels of barley per acre a nually. This uni s suited to homesite develop ent. The main limi :tions are the shrink -swell potenti. and the moder - permeability. The shrink -swell pote ial can be mi ► mized by thoroughly prewetting foundati are- The moderate permeability can be overco e by inc -asing the size of the absorption field. his map unit is in capability subclass IVe, irrigate and nonirrigated. It is in the Deep Loam range site. 35—Empedrado loam, 6 to 12 percent slopes. This deep, well drained soil is on fans and upland hills. It formed in alluvium and eolian material. Elevation is 6,500 to 9,000 feet. The average annual precipitation is about 15 to 18 inches, the average annual air temperature is 40 to 44 degrees F, and the average frost -free period is 75 to 95 days. Typically, the surface layer is brown loam about 5 inches thick. The subsoil is clay loam about 35 inches thick. The substratum to a depth of 60 inches is clay loam. The soil is noncalcareous to a depth of 38 inches and calcareous below that depth. Included in this unit are small areas of soils that are similar to the Empedrado soil but have a darker, thicker surface layer. Also included are small areas of soils that are similar to the Empedrado soil but are silt loam or silty clay loam throughout. Included areas make up about 20 percent of the total acreage. Permeability is moderate in the Empedrado soil. Available water capacity is high. The effective rooting depth is 60 inches or more. Runoff is medium, and the hazard of water erosion is moderate. This unit is used as hayland or for crops. It is well suited to hay and pasture. Grasses and legumes gro well if adequate fertilizer is used. If properly manage the unit can produce 4 tons of irrigated grass hay per acre annually. This unit is well suited to alfalfa and small grain crops. It is limited mainly by the slope in some areas. Limiting tillage during seedbed preparation and controlling weeds help to control runoff and erosion. tillage should be on the contour or across the slope. If properly managed, the unit can produce 75 bushels of barley per acre annually. The potential plant community on this unit is mainly western wheatgrass, needleandthread, prairie junegrass, mountain big sagebrush, and Douglas rabbitbrush. Other plants that characterize this site are muttongrass, Letterman needlegrass, common snowberry, Utah serviceberry, and antelope bitterbrush The average annual production of air-dry vegetation is about 1,500 pounds per acre. If the range condition deteriorates, mountain big sagebrush, Kentucky bluegrass, Douglas rabbitbrush, and annual weeds increase in abundance. These plants are dominant when the range is in poor condition; therefore, livestock grazing should be managed so that the desired balanc of the preferred species is maintained. This unit is suited to homesite development. The main limitations are the shrink -swell potential and the slope. The shrink -swell potential can be minimized by prewetting foundation areas. The slope is a management concern if septic tank absorption fields are installed. Absorption lines should be installed on the contour. This map unit is in capability subclass IVe, irrigated and nonirrigated. It is in the Deep Loam range site. 36—Empedrado loam, 12 to 25 percent slopes. Th deep, well drained soil is on fans and upland ills. It for d in alluvium and eolian material. Eleva •n is 6,500 t• •,000 feet. The average annual pre • •itation is 15 to 18 i . hes, the average annual air t perature is 40 to 44 deg : es F, and the average fr' t -free period is 75 to 95 days. Typically, the s inches thick. The su • oil thick. The substratum t clay loam. The soil is n inches and calcareo •elo ace I ayer is is cl wn loam about 5 oam about 35 inches pth of 60 inches or more i; Icareous to a depth of 38 hat depth. Included in this nit are sma areas of soils that are similar to the pedrado soil but : re silt loam or silty clay loam. o included are small a -as of soils that are similto the Empedrado soil but ' =ve a darker, thick- surface layer. Included areas ma - up about 15 pe ent of the total acreage. Permeability is moderate in the Empedrado oil. eatgrass. Other plants that characterize this site . re The main limitation is the slope. Slumping is commo man needlegrass, elk sedge, mountain sn. •erry, sloping areas. tis in capability subclass Vlle, bluegrass. The average annual produ• on of map unitation is about 2,000 pounds p acre. If the nonirrigated. It is in the Stony Foothills range site. deteriorates, Gambel oa, , mountain ky bluegrass, and nual weeds e. Range s - - a ing may be needed onditio Let and b air-dry ve range conditi snowberry, Ken increase in abunda if the range is in poor This unit is poorly sui The main limitations a the slope. The eff reduced by m around the materi red homesite development. shrink -swell potential and g and swelling can be moisture content vations with tial can also s of shrin aining a consta undation. Backfilling e at has a low shrink -swell po the effects of shrinking and swellin his map unit is in capability subclass Vile, nonirrigated. It is in the Brushy Loam range site. 54—Grotte gravelly loam, 25 to 65 percent slopes. This deep, well drained soil is on mountainsides. It formed in alluvium and colluvium derived dominantly from sandstone. Elevation is 6,000 to 8,000 feet. The average annual precipitation is 15 to 17 inches, the average annual air temperature is 35 to 38 degrees F, and the average frost -free period is 80 to 105 days. Typically, the surface layer is grayish brown gravelly loam about 4 inches thick. The next layer is gravelly clay loam about 3 inches thick. The substratum to a depth of 60 inches or more is very channery clay loam. The soil is calcareous throughout. Included in this unit are small areas of Dahlquist and Southace soils. Included areas make up about 15 percent of the total acreage. Permeability is moderately slow in the Grotte soil. Available water capacity is moderate. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is moderate or severe on the steeper slopes. This unit is used as rangeland or as wildlife habitat. The potential plant community is mainly Indian ricegrass, bluebunch wheatgrass, bottlebrush squirreltail, true mountainmahogany, Wyoming big sagebrush, and Utah serviceberry. Other plants that characterize this site are Douglas rabbitbrush, needleandthread, prairie junegrass, pinyon pine, and Utah juniper. The average annual production of air-dry vegetation is about 600 pounds per acre. If the range condition deteriorates, Douglas rabbitbrush, Wyoming big sagebrush, cheatgrass, and annual weeds increase in abundance. Loss of the surface layer severely reduces the ability of the unit to produce plants suitable for grazing. This unit is poorly suited to homesite development. 55—Gypsum land-Gypsiorthids complex, 12 to 6 percent slopes. This map unit is on mountainsides, o hills, and along dissected drainageways (fig. 5). It is of hills and canyon side slopes throughout the survey area. This unit is about 65 percent Gypsum land and 20 percent Gypsiorthids. Included in this unit are small areas of TorriorthentS, and Camborthids. Included areas make up about 15 percent of the total acreage. The Gypsum land consists mainly of exposed pare material that has a very high content of gypsum. The Gypsiorthids are shallow and moderately deep and well drained. They formed in residuum and colluvium derived dominantly from mixed material withl very high content of gypsum. Slope is 12 to 50 percen' No single profile of these soils is typical, but one commonly observed in the survey area has a surface layer of very pale brown fine sandy loam about 8 inche thick. The substratum is fine sandy loam. Soft, gypsiferous shale is at a depth of about 39 inches. Permeability is moderate in the Gypsiorthids. Available water capacity is low or moderate. The effective rooting depth is 10 to 40 inches. Runoff is ve rapid, and the hazard of water erosion is slight to severe on the steeper slopes. This unit is used as wildlife habitat. The native vegetation on the Gypsiorthids is sparse grasses, forbs, and Utah juniper. The Gypsum land supports very little native vegetation. This unit is poorly suited to homesite development. The main limitations are the slope, the hazard of erosion, piping, and low soil strength during wet periods. This map unit is in capability class VIII. No range sit( is assigned. Ipson cobbly loam, 3 to 25 percent slope This • - - •, well drained soil is on terraces, terre side slopes, an ans. It formed in alluvium and • dtwash derived domin tly from sandstone and • - salt. Elevation is 6,70$ • 8,300 feet. Th- average annual precipitation is 13 to •nches, - average annual ail temperature is 42 to 46 es F, and the average frost -free period is 70 t About 10 to 20 cobbles. Typic loam abo d 0 da cent of the s the surface layer is 4 inches thick. The upper 12 ce is covered wi wn cobbly hes of th 72 Rock outcrop consists mainly of barren sandsto hale, and basalt. This unit is I -• as wildlife habit e native vegetation is grasse , •rbs, pi. .n, and Utah juniper. This unit is poorly su - • : omesite development. The main limitatio•: are the slop-, •e depth to bedrock, a • . rge stones. T ap unit is in capability class VIII. N. nge site assigned. 106—Tridell-Brownsto stony sandy loams, 12 to 50 percent slopes, extremely stony. This map unit is on terraces and mountainsides. Elevation is 6,400 to 7,700 feet. The average annual precipitation is 12 to 14 inches, the average annual air temperature is 42 to 44 degrees F, and the average frost -free period is 85 to 105 days. This unit is about 45 percent Tridell soil and 35 percent Brownsto soil. About 5 to 10 percent of the surface is covered with stones. Included in this unit are small areas of Forelle and Evanston soils in the less sloping cleared areas. Also included are small areas of basalt Rock outcrop and soils that are similar to the Tridell soil but have less gravel and fewer stones. Included areas make up about 20 percent of the total acreage. The Tridell soil is deep and somewhat excessively drained. It formed in alluvium and colluvium derived dominantly from sandstone and basalt. Typically, the upper part of the surface layer is grayish brown stony sandy loam about 2 inches thick. The lower part is grayish brown very cobbly fine sandy loam about 7 inches thick. The upper 5 inches of the substratum is very cobbly fine sandy loam. The next part is cobbly sandy loam about 11 inches thick. Below this is 12 inches of very stony fine sandy loam. The lower part of the substratum to a depth of 60 inches is very stony loamy sand. Hard basalt is commonly below a depth of about 60 inches. The soil is calcareous throughout. A thin layer of partially decomposed needles, twigs, and leaves is on the surface in many places. Permeability is moderately rapid in the Tridell soil. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is moderate. The Brownsto soil is deep and well drained. It formed in alluvium derived dominantly from coarse textured, calcareous sandstone and basalt. Typically, the upper part of the surface layer is light brownish gray stony sandy loam about 4 inches thick. The lower part is light brownish gray stony sandy loam about 7 inches thick. The upper 19 inches of the substratum is very gravelly sandy loam. The next 12 inches is very gravelly loamy sand. The lower part to a depth of 60 inches is gravelly Soil S sandy loam. A thin layer of partially decomposed needles, twigs, and leaves is on the surface in m places. Permeability is moderate in the Brownsto soil. Available water capacity is low. The effective root depth is 60 inches or more. Runoff is rapid, and t hazard of water erosion is moderate. This unit is used mainly for livestock grazing or wildlife habitat. It also is used for limited homesite development, for Christmas trees, or as a source o firewood and posts. The potential plant community on the Tridell sot mainly pinyon pine and Utah juniper with an under of bluebunch wheatgrass, Indian ricegrass, Wyomi big sagebrush, and muttongrass. Other plants that characterize this site are bottlebrush squirreltail, antelope bitterbrush, and true mountainmahogany. average annual production of air-dry vegetation is 300 pounds per acre. The potential plant community on the Brownsto mainly Wyoming big sagebrush, needleandthread, Indian ricegrass, western wheatgrass, and scattere pinyon pine and Utah juniper. Other plants that characterize this site are bottlebrush squirreltail, antelope bitterbrush, and true mountainmahogany. average annual production of native understory vegetation is about 600 pounds per acre. If the range condition deteriorates, Wyoming big sagebrush, cheatgrass, and annual weeds increase abundance. Mechanical treatment is not practical because of the very stony surface and the slope. Suitable management practices include proper grazi use and a planned grazing system. The slope limits access by livestock. The limited accessibility results i overgrazing of the less sloping areas. Selective thinni of the pinyon and juniper stands improves the quality the understory for grazing and provides firewood, pos and Christmas trees. The Tridell soil is suited to limited production of pinyon pine and Utah juniper. The average annual production is 5 cords per acre. The average stocking rate is 150 trees per acre. To ensure sustained yields and continued use, the kind of wood production shou be considered before the stands are thinned or clear Special care is needed to minimize erosion when the stands are thinned or cleared. Thinning the stands generally promotes the growth of understory grasses and young trees. Only the less sloping areas of this unit are suited to homesite development. The main limitations are the slope and the stoniness. Erosion is a hazard in the steeper areas. Only the part of the site that is used foi construction should be disturbed. Topsoil can be stockpiled and used to reclaim areas disturbed during Aspen -Gypsum Area, Colorado construction. The gravel and cobbles in disturbed areas should be removed if the site is landscaped, particularly in areas used for lawns. Areas adjacent to hillsides are occasionally affected by runoff, which may be accompanied by the movement of rock debris. Population growth has resulted in increased construction of homes in areas of this unit. This map unit is in capability subclass Vile, nonirrigated. The Tridell soil is in the Pinyon -Juniper woodland site, and the Brownsto soil is in the Stony Foothills range site. 107—Uracca, moist-Mergel complex, 1 to 6 percen es, extremely stony. This map unit is on alluvial benches, and valley side slopes. Elevation is 6,801 to 8,400 feet. The average annual precipitati• is 16 to I inches, the average annual air temperat e is 40 to 4 •egrees F, and the average frost -free p riod is 75 to 95 • - ys. This uni 's about 50 percent Uracca soil a • 40 percent Mer • el soil. Included in his unit are small areas of s• s that are similar to the acca and Mergel soils but ave a thicker surface : yer and a lower content •f coarse fragments. Inclu• -d areas make up abo .t 10 percent of the total acreage. The Uracca soil i deep and well d -fined. It formed in alluvium derived dom antly from mi ed igneous and metamorphic material. ' bout 3 to + percent of the surface is covered with •ouiders, tones, cobbles, and gravel. Typically, the sur :ce lay r is brown cobbly sandy loam about 3 inche thi . The upper 5 inches of the subsoil is cobbly sandy o . m. The lower 7 inches is very cobbly sandy clay loam The substratum to a depth of 60 inches or more is ext 'ely cobbly loamy sand. The content of coarse framen ranges from 35 to 85 percent, by volume, in . ajor • : rt of the surface layer and subsoil. Permeability is m••erately rapi• in the Uracca soil. Available water cap city is low. The effective rooting depth is 60 inches • r more. Runoff is slow, and the hazard of water : osion is slight. The Mergel s ail is deep and well drai 'ed. It formed in glacial outwas'. About 3 to 30 percent o' he surface is covered wit •oulders, stones, cobbles, a • gravel. Typically, ' e surface layer is grayish brow cobbly loam ab•it 8 inches thick. The upper 12 inc -s of the substrm is very cobbly sandy loam. The to er part to adep of 60 inches is extremely stony sandy ,,am. The ontent of coarse fragments ranges from 35 o 80 pe' ent, by volume. Permeability is moderate in the Mergel soil. Avai : bie water capacity is low. The effective rooting depth is 73 i hes or more. Runoff is slow, and the hazard of wate er 'sion is slight. his unit is used mainly for irrigated hay and pastu It al o is used for homesite development or rock quar ing. If t is unit is used for hay and pasture, the main limitati•n is the low available water capacity. Freq -n irrigati• is needed. Applications of nitrogen and phosph•rus fertilizer improve the growth of forag plants. P oper stocking rates, pasture rotation, - d restricted razing during wet periods help to ke• p the pasture in 'ood condition and protect the soil om erosion. Irriation water can be applied by co rugation, sprinkler, an., flooding methods. Pipe, ditch ning, or drop structur: in irrigation ditches facilitat: irrigation and reduce the hazard of ditch erosion. If •roperly managed, the it can produce 4 tons of rrigated grass hay per acre an ually. If this unit is u -d for homesite deve •pment, the main limitations ar the large stones a d boulders on and below the surfa e. Population gr• th has resulted in increased constru ion of homes i areas of this unit. Preserving the existin' plant cover '.uring construction helps to control erosio The gray: and cobbles in disturbed areas should :e remov'd if the site is landscaped, particularly i area used for lawns. The effluent from septic tank a•sor,tion fields can surface in downslope areas and thus r:.te a health hazard. If the density of housing is moder- e or high, community sewage systems are neede ' o prevent the contamination of water su • •lie . resulting from seepage from onsite sewage disp•-at sy tems. Areas adjacent to hillsides are occasionall affecte' by runoff, which may be accompanied by th r movemen of rock debris. This map unit is in apability su:class Vis, irrigated and nonirrigated. It in the Stony L•am range site. 108—Uracca, ' oist-Mergel compl • x, 6 to 12 percent slopes, -xtremely stony. This ap unit is on alluvial fans an valley side slopes. Elevation is 6,800 to 8,400 feet. he average annual precipi :tion is 16 to 19 inches, th average annual air tempera' re is 40 to 43 degrees , and the average frost -free pe .od is 75 to 95 days. This u' it is about 50 percent Uracca soil an 40 percent ergel soil. Incl •ed in this unit are small areas of soils that are simiia to the Uracca and Mergel soils but have a thick r surface layer and a lower content of coarse fra• ents. Included areas make up about 10 perce the total acreage. The Uracca soil is deep and well drained. It formed Iluvium derived dominantly from mixed igneous and Soil Survey a e. If the range condition deteriorates, Wyoming bi sag ush, Douglas rabbitbrush, cheatgrass, and annual -eds increase in abundance. Range s-:•ing may be needed if the rang: s in poor condition. For ccessful seeding, a seed ••: should be prepared and the eed drilled. The plan selected for seeding should mee he seasonal r- : irements of livestock, wildlife, or b This unit is suited to ho main limitation is the slope shrink -swell potential is • so minimized by prewe g the adjacent to hills] • • are occ which may be accompanied debris. Thi spen-Gypsum Area, Colorado If this unit is used for homesite development, the main limitation is the slope. This map unit is in capability subclass Vle, nonirrigated. It is in the Rolling Loam range site. es. • development. The he steeper areas. The a '. itation. It can be foun•- on area. Areas asionally - ected by runoff, by the move • -nt of rock an ap unit is in capability subclass IVe, it 'sated onirrigated. It is in the Rolling Loam range s 117—Yeljack-Callings complex, 12 to 25 percen es. This map unit is on ridgetops, benches, an mo tainsides. Elevation is 7,500 to 9,500 feet. Tfe average annual precipitation is 18 to 20 inches, e averag- annual air temperature is 39 to 41 de. ees F, and the . verage frost -free period is 70 to 80 • :ys. This un is about 50 percent Yeljack soil . d 40 percent Ca Included 1 Ansari, Jerry, Included areas acreage. The Yeljack soi in alluvium derived loess. Typically, the layer is dark brown sil silty clay loam. The sub 8 inches thick. The subs more is clay loam. Permeability is moderate slow in the Yeljack soil. Available water capacity is - •h. The effective rooting depth is 60 inches or mor:. ' noff is rapid, and the hazard of water erosion i mo• -rate. The Callings soil is d ep an• well drained. It formed in alluvium and colluvi derive • dominantly from sandstone. Typically, he upper p. rt of the surface layer is dark brown loam bout 6 inches hick. The lower 6 inches is gravelly am. The subsu .ce layer is very cobbly clay loam : bout 11 inches thi k. The upper 11 inches of the su soil is very cobbly cl: y loam. The lower 19 inche is very gravelly clay to m. The substratum to : depth of 60 inches or •re is very cobbly sandy lay loam. Permeabi y is slow in the Callings soil. Available water capa' ty is low. The effective rooting •epth is 60 inches or ore. Runoff is rapid, and the ha --rd of water erosion i moderate. This it is used as rangeland or as wildlif- habitat. The otential plant community on the Yeljac soil is mainly -• rizona fescue, slender wheatgrass, an moun in brome. Other plants that characterize t is site are •tterman needlegrass and pine needlegrass. The average annual production of air-dry vegetation is out 1,5 0 pounds per acre. If the range condition de -riorates, tall rabbitbrush and phlox increase in undance. If the condition of the range further teriorates, Kentucky bluegrass increases in bundance. The potential plant community on the Callings soil is 116—Yamo loam, 12 to 25 percent slopes. This deep, well drained soil is on fans and toe slopes. It formed in colluvium derived dominantly from sandstone, shale, and gypsum. Elevation is 6,200 to 7,500 feet. The average annual precipitation is 10 to 14 inches, the average annual air temperature is 40 to 44 degrees F, and the average frost -free period is 85 to 105 days. Typically, the surface layer is light brownish gray loam about 8 inches thick. The subsoil is loam about 6 inches thick. The substratum to a depth of 60 inches or more is loam. Thin strata of material that ranges from gravelly clay loam to sand are common below a depth of 40 inches. Included in this unit are small areas of Mussel soils and Gypsiorthids. Also included are small areas of Forelle soils. Included areas make up about 20 percent of the total acreage. Permeability is moderate in the Yamo soil. Available water capacity is high. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is severe. This unit is used as rangeland. The potential plant community is mainly western wheatgrass, bluebunch wheatgrass, Indian ricegrass, prairie junegrass, Wyoming big sagebrush, and Douglas rabbitbrush. Other plants that characterize this site are needleandthread, bottlebrush squirreltail, Sandberg bluegrass, Utah juniper, and Rocky Mountain juniper. The average annual production of air-dry vegetation is about 800 pounds per acre. If the range condition deteriorates, Wyoming big sagebrush, Douglas rabbitbrush, cheatgrass, and annual weeds increase in abundance. The suitability of this unit for range seeding is fair. The main limitations are the slope and occasional gypsum outcrops. ngs soil. this unit are small areas of ine, Arle, illerlake, Uracca, and Me •el soils. ake up about 10 perce t of the total 's deep and well d ained. It formed ominantly from andstone and per 10 inch of the surface loam. The •wer 14 inches is urface I. er is clay loam about I to a •epth of 60 inches or 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 192 Soil name and map symbol 1 12*: Rock outcrop. 13*: At encio Azeltine 14*: Callings Yeljack 15*, 16*: Charcol Mord TABLE 10. --BUILDING SITE DEVELOPMENT --Continued Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Soil Survey Local roads I Lawns and and streets I landscapir Sli ht Moderate: Moderate: Moderate: cutbanks cave. shrink -swell. Severe: Moderate: g shrink -swell, shrink -swell. droughty. -swell. slope. Slight Moderate: Slight Slight Moderate: g smallstop Severe: slope. saulhty. cutbanks cave. Severe: Severe: Severe: Severe: slope. Severe: Severe: slope. slope. slope. slope. slope. Severe: Severe:low strength, slope. Severe: slope. ope: slope. Severe: Severe: Severe: slope. slope. p slope. 17*: Cochetopa-------- Antrobus 18*, 19*: Cochetopa Antrobus 20 Coulterg 21*: Curecanti Fughes Severe: slope. Severe: slope. Moderate: too clayey, slope. Severe: large stones. Severe: slope. Severe: large stones, slope. Severe: slope. Severe: slope. Severe: shrink -swell, slope. Severe: shrink -swell. Severe: large stones. Severe: cutbanks cave. Moderate: too clayey, slope. See footnote at end of table. Severe: shrink -swell, slope. Severe: slope, large stones. Severe: slope. Severe: slope. Moderate: slope, large stones. Severe: slope, shrink -swell. Severe: shrink -swell. Severe: shrink -swell. Severe: large stones. Severe: slope, shrink -swell. Severe: slope, large stones. Severe: slope. Severe: slope. Moderate: slope, large stones. Severe: shrink -swell, slope. Severe: shrink -swell. Severe: shrink -swell, slope. Severe: slope, large stones. Severe: shrink -swell, slope. Severe: slope, large stones. Severe: slope. Severe: slope. Severe: slope. Severe: low strength, slope, shrink -swell. Severe: shrink -swell, slope. Severe: low strength, shrink -swell. Severe: large stones. Severe: low strength, slope, shrink -swell. Severe: slope, large stones. Severe: slope. Severe: large stc slope. Slight. Moderate: slope, frost action, large stones. Severe: IModerat, shrink -swell, I large low strength. I slope. Moderate: slope. Severe: large st Severe: slope. Severe: large s slope. Severe: slope. Severe: large a 194 Soil name and map symbol 34 Empedrado 35 Empedrado 36 Empedrado 37 Etoe 38 Evanston 39, 40, 41 Evanston 42* Fluvaquents 43*: Forel le Brownsto 44*: Forelle Brownsto 45 Forsey 46, 47 Forsey 48 Shallow excavations Slight TABLE 10. --BUILDING SITE DEVELOPMENT --Continued Moderate: slope. Severe: slope. Fughes 49 Severe: slope. Slight Goslin 50 Severe: slope. Goslin Severe: cutbanks cave, wetness. Moderate: slope. Severe: cutbanks cave. Severe: slope. Severe: cutbanks cave, slope. Moderate: large stones. Severe: slope. Moderate: too clayey. Slight Severe: slope. See footnote at end of table. Dwellings without basements Slight Moderate: slope. Severe: slope. Severe: slope. Slight Severe: slope. Severe: flooding, wetness. Moderate: slope. Moderate: slope. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: shrink -swell. Slight Severe: slope. Dwellings with basements Slight Moderate: slope. Severe: slope. Severe: slope. Slight Severe: slope. Severe: flooding, wetness. Moderate: slope. Moderate: slope. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: shrink -swell. Slight Severe: slope. Small commercial buildings Moderate: slope. Severe: slope. Severe: slope. Severe: slope. Slight Severe: slope. Severe: flooding, wetness. Severe: slope. Severe: slope. Severe: slope. Severe: slope. Moderate: slope, large stones. Severe: slope. Severe: shrink -swell. Moderate: slope. Severe: slope. Soil Sury Local roads Lawns a and streets 1 landscap Moderate: Moderate: frost action. large sto Moderate: Moderate: slope, large sto frost action. slope. Severe: Severe: slope. slope. Severe: Severe: slope. slope. Slight Slight. Severe: Severe: slope. slope. Severe: Severe: wetness, wetness. flooding, frost action. Moderate: slope. Moderate: slope. Severe: slope. Severe: slope. Moderate: frost action, large stones. Severe: slope. Severe: shrink -swell, low strength. Slight Moderate: large stone slope. Severe: slope. Moderate: small stone droughty, slope. Severe: slope. Severe: slope. Severe: large stone Severe: large stones slope. Moderate: large stones Slight. Severe: slope. IspGYPsum Area, Colorado 1 Soil name and map symbol Gothic 2, 53 Gothic 54 Grotte 55*: Gypsum land. Gypsiorthids 56 Ipson 51 Ipson 58 TABLE 10. --BUILDING SITE DEVELOPMENT --Continued Shallow excavations Moderate: too clayey. Severe: slope. Severe: slope. Irrawaddy 59, 60, 61, 62---- Iyers 63, 64 Jerry Severe: depth to rock, slope. 65*: Jerry Moderate: slope. Millerlake 66*, 67*: Jerry Severe: slope. Dwellings without basements Severe: shrink -swell. Severe: shrink -swell, slope. Severe: depth to rock, slope. Millerlake 68 Severe: slope. Severe: slope. Jodero Moderate: too clayey. Slight Severe: slope. Severe: slope. Moderate: shrink -swell, slope. Severe: slope. Severe: slope. Severe: slope. Slight Severe: slope. Severe: shrink -swell, slope. Dwellings with basements Severe: shrink -swell. Severe: shrink -swell, slope. See footnote at end of table. Severe: slope, shrink -swell. Severe: shrink -swell. Severe: slope. Moderate: shrink -swell. Severe: depth to rock, slope. Severe: shrink -swell, slope. Severe: slope. Slight Moderate: slope, shrink -swell. Severe: slope. Small commercial buildings Severe: shrink -swell. Severe: shrink -swell, slope. Severe: depth to rock, slope. Severe: slope, shrink -swell. Severe: slope, shrink -swell. Severe: slope. Severe: shrink -swell. Moderate: shrink -swell. Severe: slope. Severe: slope. Severe: slope. Severe: slope, shrink -swell. Severe: slope. Slight Severe: slope. Severe: shrink -swell, slope. Local roads and streets Severe: low strength, shrink -swell. Severe: shrink -swell, slope. Severe: low strength, slope, shrink -swell. Severe: slope. Severe: slope. Moderate: shrink -swell, slope, frost action. Severe: slope. Severe: slope. 195 Lawns and landscaping Slight. Severe: slope. Severe: slope. Severe: low strength, slope, shrink -swell. Severe: low strength, slope, shrink -swell. Severe: slope, thin layer. Moderate: large stones, slope. Severe: slope. Severe: large stones, slope. Severe: slope. Severe: slope. Severe: Severe: Slight. shrink -swell. low strength, shrink -swell. Moderate: Moderate: Slight. shrink -swell. shrink -swell, low strength. ieSevere: Severe: shrink -swell, : S shrrslope. ink -swell, low strength, Pe. slope. slope, shrink -swell. Severe: Severe: slope. slope. Moderate: Slight. frost action. Severe: slope. Moderate: slope. 1 Ispen-Gypsum Area, Colorado Soil name and map symbol 46*: rownsto 107*: Uracca IMee1 08*: Uracca Mergel TABLE 10. --BUILDING SITE DEVELOPMENT --Continued Shallow excavations I Dwellings without basements Dwellings with basements 1 1 1 1 I Small I Local roads commercial 1 and streets buildings 1 1 1 1 1 199 Lawns and landscaping 109*, 110*: Uracca Mergel 111 Severe: cutbanks cave, slope. Severe: cutbanks cave, large stones. Severe: large stones. Vandamore 112 Severe: cutbanks cave, large stones. Woodhall 113 Severe: large stones. Woos ley 119 Severe: slope. Severe: cutbanks cave, large stones, slope. Yamo 115 Severe: large stones, slope. Yamo 116 Severe: large stones. Severe: depth to rock, slope. Yamo 117*: Yeljack Severe: large stones. Severe: depth to rock, large stones, slope. Severe: large stones. Severe: large stones. Severe: depth to rock, slope. Severe: slope, large stones. Severe: cutbanks cave. Severe: cutbanks cave. Severe: slope, large stones. Severe: cutbanks cave, slope. Severe: slope. See footnote at end of table. Severe: slope. Severe: slope. Severe: slope, large stones. Severe: slope. Slight Severe: large stones. Severe: large stones. Severe: large stones. Severe: large stones. Severe: slope, large stones. Moderate: slope. Severe: slope. Severe: slope. Severe: slope, large stones. Severe: slope. Severe: large stones. Severe: large stones. Severe: depth to rock, slope. Severe: slope, large stones. Severe: depth to rock, slope, large stones. Severe: slope, large stones. Severe: depth to rock, slope. Slight Severe: slope, large stones. Moderate: slope. Severe: slope. Severe: slope. Severe: slope, large stones. Severe: slope. Severe: slope. Severe: slope, large stones. Severe: slope. Slight Severe: large stones. Severe: large stones. Severe: large stones. Severe: large stones. Severe: slope, large stones. Severe: slope. Severe: slope. Severe: slope. Severe: slope, large stones. Severe: slope. Severe: large stones, slope. Severe: large stones, droughty. Severe: slope, large stones. Severe: slope. Slight Moderate: large stones, droughty. Severe: large stones, droughty. Moderate: large stones, droughty, slope. Severe: large stones, droughty, slope. Moderate: slope. Severe: slope. Severe: low strength, slope. Severe: slope. Severe: slope. Severe: slope, large stones. Severe: slope. Slight. Moderate: slope. Severe: slope. Severe: slope. 202 TABLE 11. --SANITARY FACILITIES --Continued Soil name and map symbol 12*: Ansari Rock outcrop. 13*: Atencio Azeltine 14*: Callings Yeljack 15*, 16*: Charcol Mord Septic tank absorption fields Severe: depth to rock, slope. 17*: Cochetopa Severe: poor filter. Antrobus 18*, 19*: Cochetopa Antrobus 20 Coulterg Severe: poor filter. Severe: percs slowly, slope. Severe: percs slowly, slope. Severe: slope. Severe: percs slowly, slope. Severe: percs slowly. Severe: large stones. Severe: percs slowly, slope. Severe: slope, large stones. Severe: slope. See footnote at end of table. Sewage lagoon areas Severe: depth to rock, slope. Severe: seepage. Severe: seepage. Severe: slope. Severe: slope. Severe: seepage, slope. Severe: seepage, slope. Severe: slope. Severe: slope, large stones. Severe: slope. Severe: slope, large stones. Severe: slope. Soil Survey I I Trench I Area I Daily cover sanitary I sanitary I for landfill landfill I landfill Severe: Severe: Poor: depth to rock, 1 depth to rock, 1 area reclaim, slope. 1 slope. 1 large stones, I slope. I I I I Severe: 'Severe: (Poor: seepage, 1 seepage. I seepage, 1 too sandy, too sandy. small stones. Severe: (Severe: (Poor: seepage, 1 seepage. 1 seepage, too sandy. 1 1 too sandy, small stones. I I Severe: (Severe: 'Poor: slope, 1 slope. I large stones, large stones. 1 I slope. I Severe: (Severe: (Poor: slope. 1 slope. I slope. Severe: (Severe: (Poor: slope, 1 seepage, 1 small stones, large stones. 1 slope. 1 slope. I I Severe: (Severe: (Poor: slope, 1 seepage, I too clayey, too clayey. 1 slope. 1 hard to pack, 1 small stones. I I Severe: (Moderate: 'Poor:• too clayey. 1 slope. 1 too clayey, I 1 hard to pack, I 1 small stones. I I Severe: IModerate: 'Poor: large stones. 1 slope. 1 large stones. I I I Severe: (Severe: 'Poor: slope, 1 slope. I too clayey, too clayey. 1 I hard to pack, I 1 small stones. I I Severe: (Severe: Poor: slope, I slope. 1 large stones, large stones. I 1 slope. I I Severe: (Severe: (Poor: slope. I slope. 1 slope. 1 1 204 TABLE 11. --SANITARY FACILITIES --Continued Soil name and map symbol Septic tank absorption fields Sewage lagoon I areas Trench sanitary landfill Area sanitary landfill 29*, 30*: Rock outcrop. 31 Dotsero 32 Dotsero 33*: Earsman Rock outcrop. 34 Empedrado 4:5 Empedrado 36 Empedrado 37 Etoe 38 Evanston 39, 40, 41 Evanston 42* Fluvaquents 43*: Forelle Brownsto 44*: Forelle Brownsto Severe: slope. Slight Severe: depth to rock, slope. Slight Moderate: slope. Severe: slope. Severe: slope. Moderate: percs slowly. Severe: slope. Severe: flooding, wetness, poor filter. Moderate: percs slowly, slope. Moderate: slope. Severe: slope. Severe: slope. See footnote at end of table. Severe: seepage, slope. Severe: seepage. Severe: seepage, depth to rock, slope. Severe: seepage. Severe: seepage, slope. Severe: seepage, slope. Severe: slope. Moderate: seepage, slope. Severe: slope. Severe: seepage, flooding. Severe: slope. Severe: seepage, slope. Severe: slope. Severe: seepage, slope. Severe: seepage, slope. Severe: seepage. Severe: depth to rock, slope. Severe: seepage, slope. Severe: seepage. Severe: depth to rock, slope. •Severe: Severe: seepage. seepage. Severe: Severe: seepage. seepage. Severe: Severe: seepage, seepage, slope. slope. Severe: Severe: slope, slope. large stones. Slight Slight Severe: Severe: slope. slope. Severe: Severe: flooding, flooding, seepage, seepage, wetness. wetness. Moderate: Moderate: slope. slope. Moderate: Moderate: slope, slope. too sandy. Severe: Severe: slope. slope. Severe: Severe: slope. slope. Soil Sup/ Daily cover for landfill Poor: slope. Fair: small stones. Poor: area reclaim, small stones, slope. Fair: small stones. Fair: small stones, slope. Poor: slope. Poor: large stones, slope. Good. Poor: slope. Poor: seepage, too sandy, small stones. Fair: slope. Poor: small stones. Poor: slope. Poor: small stones, slope. 1spen-GyPSUm Area, Colorado TABLE 11. --SANITARY FACILITIES --Continued 205 Soil name and map symbol Septic tank absorption fields Sewage lagoon areas tP Forsey 116, 47 Forsey 48 1ghes 9 Go sl in 10 Goslin fl Gothic 52, 53 1 Gothic 154 Moderate: percs slowly, large stones. Grotte 5*: Gypsum land. Gypsiorthids 156 Severe: slope. Severe: percs slowly. Ipson 157 Slight Severe: slope. Ipson 1 58 Severe: percs slowly. Irrawaddy II59, 60, 61, 62 Iyers II 63, 64 Jerry 1 1 Severe: percs slowly, slope. See footnote at Severe: percs slowly, slope. Severe: depth to rock, slope. Moderate: percs slowly, slope. Severe: slope. Severe: depth to rock, slope. Severe: depth to rock, percs slowly, slope. Severe: percs slowly, slope. end of table. Severe: slope, large stones. Severe: slope, large stones. Severe: slope. Severe: seepage. Severe: seepage, slope. Moderate: seepage, slope. Severe: slope. Severe: slope. Severe: depth to rock, slope. Severe: slope. Severe: slope. Severe: depth to rock, slope. Severe: depth to rock, slope. Severe: slope. Trench sanitary landfill Severe: large stones. Severe: slope, large stones. Severe: too clayey. Slight Severe: slope. Severe: too clayey. Severe: slope, too clayey. Severe: slope. Severe: depth to rock, slope. Moderate: slope, large stones. Severe: slope. Severe: depth to rock, slope. Severe: depth to rock, slope, too clayey. Severe: slope, too clayey. Area sanitary landfill Slight Severe: slope. Slight Slight Severe: slope. Slight Severe: slope. Severe: slope. Severe: depth to rock, slope. Moderate: slope. Severe: slope. Severe: depth to rock, slope. Severe: depth to rock, slope. Severe: slope. Daily cover for landfill Poor: small stones. Poor: small stones, slope. Poor: too clayey. Fair: small stones. Poor: slope. Poor: too clayey, hard to pack. Poor: too clayey, hard to pack, slope. Poor: small stones, slope. Poor: area reclaim, slope. Poor: small stones. Poor: small stones, slope. Poor: area reclaim, small stones, slope. Poor: area reclaim, too clayey, hard to pack. Poor: too clayey, hard to pack, small stones. 1 In -Gypsum Area, Colorado 209 TABLE 11. --SANITARY FACILITIES --Continued II I I Daily cover Area Trench sanitary I for landfill Septic tank Sewage aagoon I sanitary oil name and areas landfill symbol absorption 1 landfill map Y fields I I I 1 I I I IPoor: ISevere: ISevere: slope. ISevere: I slope. Severe: I slope. elli------------ peres slowly, I slope. I i I slope. I 1 I Poor: depth III* ISevere: Severe: 1 depth to rock, r Severe: slope. Severe: depth to rock, II smallpttoonoc, rriorthents ------ depph to rock, I depthpto rock, slope. I slate. slope. I slope. 1 I I I I ___'Variable. 1 I ____'Variable----'- ___'Variable----- ---IVariable----" mborthids- - Variable ---------I I I I I I I 1*: ck outcrop. 1 1 1 (poor: 1 ISevere: Severe: depth to rock, 'Severe: depth to rock, I slope 'Sdepte: small toonoc, Torriorthents------ depth to rock, I depth to rock, 1I slope. ' slope. 1 II slope. I slope. I I I � I 1 I I I Rock outcrop. I 1 1 I Poor: poor ISevere: 1 slope. * 'Severe: 6 ___-- Severe: ISevere: slope. ridell- II poor filter, I seepage, large stones. I II I slope. I slope, I I 1 large stones. I 1 1 I Severe: Poor: Severe: 'Severe: ' slope. I small stones, ISevepe: I slope. I 1 slope. Brownsto-----------1 slope. I seepage, I I slope, I I 1 ' large stones. 1II(1 I I I Poor: poor I 1 ISevere: I seepage, 0,r*. ISevere: 1 seepage. --ISevere: ISevere: I seepage, I large stones. 1 ag filter,son1 seepage, Uracca---- " -large stones. large stones. I I I large stones. i I latae: Slight ----------- I e stones. Severe: ISevere: large _____-ISevege: lar a stones. Mengel------- I large stones. I large stones. i g Poor: poor 1 l I Severe: 108*:Ura 'Severe: I seepage, ISevere: I seepage 1 e stones. _______ISpvore: 1 seepage, large Uracca---- I paog filter,on1 seepage, I large stones. 1 large stones. I slope, large stones. 1 IPoor: ISevere: (Moderate: 1 large stones. Severe: Severe: 1 large stones. I siege' Mengel----'--- large stones. I slope, I 1 large stones. 1 1 I I I I I 1 1 Severe: Poor: poor 109*, 110*: I 'Severe: l seepage, ----- __-ISevere: ISevere: I seepage, I seepage, I large stones, Uracca----- ( seepage, 1 slope. e. 1 poor filter,1 slope, ' slop slope, I slope, large stones. 1 large stones. I large stones. II I poor: 1 1 ISevere: Severe: I large stones, 1 large stones. ------ ISevope, ISevepe, I slope, 1 slope. large. Mengel------' I 1 slope, sae, large stones. large stones. I I See footnote at end of table. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 210 TABLE 11. --SANITARY FACILITIES --Continued Soil Survey Soil name and map symbol 111 Vandamore 112 Woodhall 113 Woosley 119 Yamo 115 Yamo Yamo 117*: Yeljack Callings 118 Septic tank absorption fields Severe: depth to rock, slope. 'Severe: I depth to rock, I slope, large stones. Youga 119 Severe: depth to rock, slope. Moderate: peres slowly. Zillman Moderate: peres slowly, slope. Severe: slope. Severe: peres slowly, slope. Severe: peres slowly, slope. Severe: slope. Severe: slope. Sewage lagoon areas Severe: seepage, depth to rock, slope. 1Severe: 1 depth to rock, I slope, / large stones. Severe: depth to rock, slope. Moderate: seepage, slope. Severe: slope. Severe: slope. Severe: slope. Severe: slope. Severe: slope. Severe: slope. Trench sanitary landfill Severe: depth to rock, seepage, slope. 'Severe: 1 depth to rock, I slope, large stones. Severe: depth to rock, slope. Moderate: too clayey. Moderate: slope, too clayey. Severe: slope. Severe: slope. Severe: slope, large stones. Severe: slope. Severe: slope. Area 1 Daily cover sanitary I for landfill landfill 'Severe: I depth to I seepage, I slope. 1Severe: I depth to I slope. IPoor: rock, 1 area reclaim, 1 small stones, I slope. IPoor: rock, 1 area reclaim, I large stones, I slope. Severe: depth to rock, slope. Slight Moderate: slope. Severe: slope. Severe: slope. Severe: slope. Severe: slope. Severe: seepage, slope. poor: depth to rock, slope. Fair: too clayey, small stones. Fair: too clayey, small stones, slope. Poor: slope. Poor: slope. Poor: large stones, slope. Poor: small stones, slope. Poor: small stones, slope. * See description of the map unit for composition and behavior characteristics of the map unit. 232 TABLE 14. --ENGINEERING INDEX PROPERTIES --Continued I 1 1 Classification IFrag- 1 Soil name and 'Depth' USDA texture 1 Invents 1 Percentage passing 1 sieve number-- map symbol 1 1 1 Unified AASHTO 1> 3 1 1 1 1 'inches' 4 10*, 11*: Skylick Soil Survey Liquid ( Plas- I limit ticity 10 90 200 1 index Sligting 12*: Arle Ansari 1 In 1 Rock outcrop. 13*: Atencio Azeltine 0-31 31-48 48-60 0-29 29-60 Loam Clay loam, loam Gravelly sandy clay loam. Very stony loam Extremely cobbly clay loam, very cobbly clay, very stony clay. 0-10 Very stony loam 10-30 Very stony loam, very stony sandy loam. 30 Weathered bedrock 0-8 8-19 19 0-10 10-29 24-30 30-60 0-9 9-16 16-60 Loam Loam, stony loam Unweathered bedrock. Sandy loam Gravelly sandy clay loam, sandy clay loam, gravelly sandy loam. Gravelly sandy clay loam, gravelly sandy loam. Extremely cobbly sand, very gravelly sand. Gravelly sandy loam. Gravelly sandy loam, gravelly loam. Extremely gravelly sand. See footnote at end of table. CL -ML CL CL, SC CL -ML CL, SC SM, GM, ML GM, SM CL -ML, SM -SC CL -ML, SM -SC SM SC SM -SC, GM -GC SP, GP, SP -SM, GP -GM 1 Pct A-4 A-6 A-6, A-2 A-4 A-6, A-7 SM, SM -SC, GM, GM -GC GM -GC, SM -SC, GC, SC GP A-4 A-2, A-1 A-4 A-9 A-2 A-2, A-6 A-2 A-1 A-2, A-4 A-2, A-4, A-6 A-1 0 90-100 0 90-100 0 65-85 20-90 30-65 25-40 30-60 5-10 5-30 0-5 0-5 5-10 20-60 0-5 0-5 15-30 75-85 70-80 60-85 40-70 75-100 75-95 75-100 65-90 50-80 40-60 60-85 60-85 25-40 85-100 85-100 55-75 70-80 50-75 55-80 40-70 75-90 75-90 75-100 50-90 50-75 35-55 50-75 50-75 20-35 70-90 55-75 75-90 60-80• 40-65 30-55 60-70 50-60 45-70 40-60 45-70 35-55 70-80 70-80 50-65 35-65 90-65 10-35 90-65 90-65 10-20 35-55 20-95 45-65 45-65 20-30 25-95 15-30 0-10 25-90 25-50 0-5 Pct 20-30 5-10 25-35 10-15 25-35 10-15 25-35 5-10 35-50 15-25 25-35 20-35 20-30 20-30 15-20 20-30 15-25 20-30 25-35 NP -10 NP -10 5-10 5-10 NP -5 10-15 5-10 NP NP -10 5-15 NP 1 235 'Aspen -Gypsum Area, Colorado 1 TABLE 14. --ENGINEERING INDEX PROPERTIES --Continued I i I Classification IFrag- I Percentage passing Invents 1 sieve number-- 'Liquid I Plas- Soil name and 'Depth' USDA texture I I I I limit I ticity I > 3 1 map symbol I I Unified 1 AASHTO I40 1200 I I index 1 linchesl 4 I 10 pct I 11 26*, 27*, 28*: Southace 1 1 29*, 30*: Dollard 1 1 Rock outcrop. 131 Dot sero 32 IDotsero 1 1 33*: Earsman In 0-10 10-22 22-60 Rock outcrop. 34, 35, 36 1 Empedrado 0-4 4-33 33 Very stony sandy loam. Extremely stony sandy loam, very cobbly sandy loam. Extremely stony loamy coarse sand, very cobbly loamy sand. 0-31 31-41 41-60 0-7 7-41 41-60 Clay loam Silty clay, silty clay loam, clay loam. Weathered bedrock Gravelly sandy loam. Gravelly sandy loam. Fine sandy loam, sandy loam, loam. Sandy loam Gravelly sandy loam. Fine sandy loam, sandy loam, loam. 0-5 Very stony sandy loam. 5-19 Very channery loam, very channery sandy loam, very channery fine sandy loam. 19 Unweathered bedrock. 0-5 5-40 40-60 SM SM SM, GM CL CH, CL Loam Clay loam, sandy clay loam, gravelly clay loam. Sandy loam, clay loam, gravelly loam. See footnote at end of table. A-2, A-4 A-2, A-1 A-1 A-6 A-7 Pct 15-35 40-65 35-60 90-100 85-95 55-90 25-50 65-80 60-75 35-50 15-30 55-80 50-75 10-50 10-25 0 95-100 0 95-100 95-100 95-100 90-100 90-100 SM, GM A-1, A-2 0 60-80 55-75 35-50 SM, GM A-1, A-2 0 60-80 55-75 35-50 SM, SM -SC, A-4 0 90-100 90-100 70-85 ML, CL -ML SM A-1, A-2 0 80-100 75-95 40-60 SM, GM A-1, A-2 0 60-80 55-75 35-50 SM, SM -SC, A-4 0 90-100 90-100 70-85 ML, CL -ML SM, GM A-2, A-4 10-20 60-85 50-75 45-70 GM -GC A-2 5-25 35-55 30-40 20-35 ML CL, SC SM, ML A-9 A-6 A-2, A-4 80-95 80-90 15-35 15-30 40-65 20-35 15-30 40-65 25-40 10-25 20-25 20-25 35-50 40-60 NP -5 NP -5 NP 15-30 20-40 15-20 NP -5 15-20 NP -5 20-30 NP -10 15-20 NP -5 15-20 NP -5 20-30 NP -10 25-30 NP -5 25-30 5-10 0-10 95-100 95-100 80-95 55-75 30-35 5-10 0-10 95-100 65-95 55-90 40-70 30-40 10-20 0-10 95-100 70-100 55-80 25-60 25-30 NP -5 ,spen-GYPSUm Area, Colorado Soil name and map symbol I I IDepthl TABLE 14. --ENGINEERING INDEX PROPERTIES --Continued USDA texture Classification I Unified I AASHTO I 18 Fughes 19, 50 Goslin 11, 52, 53 Gothic II 44 1 1 55*: Gypsum land. Grotte 1 1 1 1 1 In 0-6 6-50 50-60 0-5 5-60 0-12 12-34 39-60 Gypsiorthids---- 56, 57 Ipson 58 Irrawaddy 0-4 4-7 Stony loam Clay, clay loam, silty clay loam. Clay loam, silty clay loam. Fine sandy loam Fine sandy loam, gravelly fine sandy loam. 7-60 0-8 Loam Clay, clay loam, gravelly clay loam. Clay loam, gravelly clay loam. 8-23 CL -ML CL Gravelly loam ---- Gravelly clay loam, channery loam. Very channery loam, very channery clay loam, very gravelly loam. 23-39 39 0-14 14-26 26-60 Fine sandy loam Fine sandy loam, loam. 0-5 5-14 14-34 34 CL I SM -SC, SM SM -SC, SM, GM -GC, GM CL -ML CL, CH, GC CL, GC A-4 A-6, A-7 A-6 ML, CL -ML, SM, SM -SC CL -ML, CL, SC, SM -SC GM -GC, GC Fine sandy loam, loam. Weathered bedrock Cobbly loam Very gravelly sandy clay loam, very gravelly clay loam. Very gravelly sandy clay loam, gravelly sandy clay loam. Very stony loam Very channery loam. Very channery loam. Unweathered bedrock. See footnote at end of table. ML, SM, CL -ML, SM -SC ML, SM, CL -ML, SM -SC ML, SM CL -ML GC GC, SC IFrag- I ments I > 3 I inches) 4 Pct Percentage passing sieve number -- I I I 10 40 1200 5-25 195-100 0-5 195-100 0-5 95-100 A-2, A-4 A-2, A-4 A-9 A-7 A-6, A-7 A-9 A-4, A-6 A-4, A-6, A-2 A-4, A-2 A-4, A-2 A-4, A-2 SM -SC, SM, ML, CL -ML GM, GM -GC GM, GM -GC A-4 A-6, A-2 A-6, A-2 A-4 A-1, A-2, A-4 A-1, A-2 I 0 75-100 0 55-100 0 0 0 0-5 0-5 0-10 90-100 50-100 50-100 55-80 55-80 35-55 90-100 90-100 90-100 75-100 50-100 85-100 50-100 50-100 50-75 50-75 30-50 I 70-90 75-95 75-90 50-70 50-70 70-85 45-95 45-95 45-65 45-65 25-45 60-80 70-90 65-80 20-40 20-40 50-65 40-90 237 I I (Liquid I Plas- I limit I ticity I I index I Pct I 40-80 35-55 40-60 20-40 25-30 35-50 30-40 15-25 15-25 20-25 40-55 35-50 15-25 20-30 20-30 5-10 15-30 10-20 NP -10 NP -10 5-10 25-35 25-35 NP -10 5-15 5-15 0-5 100 90-100 50-90 25-65 20-35 NP -10 0-5 100 90-100 50-90 25-60 20-35 NP -10 0-5 100 90-100 50-80 15-60 20-35 NP -10 15-30 80-95 75-90 55-70 50-65 25-30 5-10 15-30 55-65 50-60 30-50 25-45 30-35 10-15 10-15 50-75 45-70 30-50 20-40 30-35 10-15 20-50 0-10 0-15 85-100 50-60 40-60 85-100 60-80 45-65 20-30 NP -10 40-55 30-50 20-40 20-30 NP -10 25-50 20-45 15-35 20-30 NP -10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 242 TABLE 14. --ENGINEERING INDEX PROPERTIES --Continued Soil Survey I I 1 Classification IFrag- 1 Percentage passing 1 Soil name and 'Depth' USDA texture 1 Iments 1 sieve number-- 'Liquid I Plas- > 3 I I I I I I map symbol 1 1 1 Unified 1 AASHTO I limit ticity I 1 1 I 'inches' 4 1 10 I 40 200 I I index 1 Pct 1 In 1 104*: Torriorthents--- Camborthids Rock outcrop. 105*: Torriorthents--- Rock outcrop. ilk106*: Tridell Brownsto 0-4 4-30 30 0-4 4-30 30 0-4 4-30 30 Variable Fine sandy loam, loam, clay loam. Unweathered bedrock. Variable Loam, clay loam Unweathered bedrock. Variable I 1 Fine sandy loam, loam, clay loam. Unweathered bedrock. 0-2 Stony sandy loam 2-37 37-60 0-11 11-30 30-60 ML, SM, CL, SC SM, CL, CL -ML, SM -SC ML, CL, CL -ML ML, SM, CL, SC SM, CL, CL -ML, SM -SC Very cobbly fine sandy loam, extremely gravelly sandy loam, very stony fine sandy loam. Very gravelly sand, extremely gravelly sand, extremely cobbly sand. Stony sandy loam Very gravelly sandy loam, very cobbly sandy loam. Very gravelly loamy sand, gravelly sandy loam, very gravelly sandy loam. See footnote at end of table. CL -ML, SM -SC GM, GM -GC GP A-2, A-4 A-2, A-4, A-6 A-4, A-6 A-2, A-4 I Pct A-2, A-4, A-6 A-4, A-2 A-1, A-2 A-1 GM -GC, A-4, A-2 SM -SC GM A-1 GM, SM, A-1 GP -GM, SP -SM 0-20 0-20 5-40 0-5 0-20 0-20 20-30 35-50 30-45 65-90 65-95 100 65-90 65-95 75-95 45-55 35-45 60-85 60-90 75-100 60-85 60-90 70-90 40-50 30-40 35-75 50-80 55-90 35-75 50-80 60-80 30-40 20-30 25-60 25-70 50-80 25-60 25-70 30-60 15-30 0-5 30-45 60-70 55-65 45-55 25-45 15-35 50-60 45-55 25-35 15-25 10-20 50-65 45-60 25-35 10-20 20-35 15-35 25-40 20-35 15-35 20-30 15-30 25-30 NP -15 NP -20 5-20 NP -15 NP -20 5-10 NP -10 NP 5-10 NP NP 244 Soil Survey TABLE 14. --ENGINEERING INDEX PROPERTIES --Continued 1 1 Soil name and !Depth) map symbol 1 1 I 1 1 In 1 112 Woodhall 113 Woos ley 114, 115, 116---- Yamo 117*: Yeljack Callings 118 Youga 0-5 5-25 25 0-4 4-25 25 0-8 8-14 14-60 0-10 10-32 1 USDA texture 1 I 1 Classification Unified 1 32-60 Gravelly loam Very gravelly loam, very stony clay loam, loam, extremely cobbly clay loam. Unweathered bedrock. Loam Clay loam, silty clay loam. Unweathered bedrock. Loam Loam, clay loam Loam, clay loam Silt loam Silty clay loam, clay loam. Clay loam CL -ML ML, GM, SM 0-6 Loam 6-12 Gravelly loam, gravelly fine sandy loam, cobbly loam. 12-34 Very gravelly clay loam, very cobbly clay, very cobbly clay loam. 34-60 Extremely cobbly clay loam, cobbly clay loam, very gravelly sandy clay loam. 0-12 12-28 28-60 Loam Clay loam, sandy clay loam. Gravelly sandy clay loam, gravelly clay loam. See footnote at end of table. ML CL 1 AASHTO 1 1 A-9 A-4 A-9 A-6 IFrag- 1 Iments 1 1 > 3 1 1inchesl 1 Pct I 15-45 40-60 Percentage passing sieve number -- 1 1 4 1 10 1 40 200 1 1 1Liquid I limit 1 1 80-90 75-90 170-85 50-90 50-85 145-80 1 1 I 1 I I I 75-90 170-80 75-90 170-90 1 1 1 80-100 75-100160-90 80-100 75-100160-90 80-100 75-100160-90 1 1 95-100 90-100180-90 95-100 90-100180-90 0 80-90 0 80-90 ML, CL -ML A-4 0 CL -ML, CL A-4, A-6 0 CL -ML, CL A-4, A-6 0-5 ML A-4 0 CL A-6 0 CL A-6 0 CL -ML A-4 0 CL -ML, A-4 15-20 SM -SC GC A-6, A-7 15-45 GC CL -ML, CL CL, SC SC A-2, A-6 A-4, A-6 A-6 A-2, A-6 30-65 0-10 0-25 5-10 95-100 80-90 75-85 50-60 40-55 75-95 80-90 75-90 90-100180-90 75-85 160-75 70-80 155-75 45-55 140-50 35-50 130-45 1 1 1 1 1 1 75-90 170-80 75-90 160-75 1 55-75 140-65 1 1 50-70 35-55 55-70 55-80 Pct Plas- ticity index 20-30 30-40 30-35 35-40 5-10 5-10 5-10 15-20 50-65 15-25 NP -10 50-75 20-30 5-15 50-75 20-30 5-15 70-90 30-35 5-10 65-85 30-40 10-20 65-80 30-40 10-20 50-70 20-30 5-10 35-70 20-30 5-10 35-45 35-50 15-25 25-40 50-60 45-65 25-40 30-40 20-30 25-35 25-35 10-15 5-15 10-20 10-20 Attachment 6 Authorization Letter Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ November2002 October 21, 2002 REX AND JOANN COFFMAN 1837 County Road 100 Carbondale, CO 81623 Garfield County Planning Department 108 Eighth Street, Suite 201 Glenwood Springs, CO 81601 Re: Authorization to Represent To Whom it May Concern: By this letter, Rex and JoAnn Coffman hereby authorize TG Malloy Consulting to represent us in matters related to the land use application for our property located in Garfield County. This includes the preparation and submission of the land use application and representation of this application before the applicable appointed and elected boards. We are seeking Subdivision Exemption approval from Garfield County to allow the creation of three small lots on the south parcel of our property. Sincerely, 11.-4 (-1A4v0"-"---- Rex Coffman cc: Tim Malloy Attachment 7 Assessor's Office Printout Coffman Ranch/South Parcel ■ Subdivision Exemption Application • November2002 Account: R111312 Tax Year: 2002 Parcel: 246301100016 Mill Levy: 58.023000 Estimated Tax: 1,694.85 * This Mill Levy is from the most recent tax roll Name. and Address Information Legal Descriptio Account Type: Version: Area ID: APR District: Status: 20020625000 011 A COFFMAN, REX A. & JOANN G. 1837 COUNTY ROAD 100 CARBONDALE, CO 81623-9532 001837 100 COUNTY RD CARBONDALE, CO 81623 Assessment Inof rmation ISECT,TWN,RNG:1-8-88 DESC: SEC 1. LOTS 1(40. AC), 2(40.AC). 7-87 SEC 31. LOT 14(16.42AC) EXCEPT THAT PART OF THE DRGW RR ROW & CO RD CONT. 2.50AC. 7-88 SEC 36. LOTS12(13.98AC), 13(13.11AC), 16(36.04AC), 17(85.57AC) 21(23.03AC) 22 (22.28). EXCEPT 12.AC OF CO RD & DRGW RR ROW, ALSO ALL THAT PART OF LOT 23(11.02AC) LYING ELY. ALSO A TR. IN LOT 15(2.56AC). ALSO A TR. IN LOT 15(2.AC). BK:0587 PG:0952 BK:0532 PG:0778 BK:0364 PG:0109 BK:1361 PG:74 RECPT:604855 BK:0765 PG:0933 BK:0763 PG:0727 PRE:R011608 AND/THRU:& TO:R011609 Assessed SQUARE FEET:: 'axable, Tax Year: 2002 Improvements; e. Tax Year: 2011 Improveme 42,320 176,750 219,070 42,320 176,750 219,070 12,270 16,940 29,210 0 291.710 0 29,210 12,270 16,940 29,210 0 291.710 0 29,210 Garfield County Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ Attachment 8 Private Way License November 2002 1 1 1 PRIVATE WAY LICENSE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Coffinan Contract No.375.58 THIS LICENSE AGREEMENT is made and entered into this 8th day of April, 2002, by and between THE ROARING FORK TRANSPORFTATION AUTHORITY, hereinafter called the "Licensor" or "RFTA," and Rex and Jo Coffman, hereinafter called the "Licensee." WITNESSETH, that RFTA, for and in consideration of the covenants and agreements of the Licensee contained herein and upon the terms and conditions stated, hereby licenses and permits the construction, maintenance and use of a non-exclusive Private Way (hereinafter called "Private Way") across the right of way, track or trail on the rail corridor ("Corridor") of RFTA, the Private Way being more particularly described on the attached Exhibit "A."( if maps and other documentation are available for site) THIS LICENSE is expressly conditioned upon the performance by the Licensee of all the covenants and agreements, hereinafter set forth, and it is also hereby stipulated that a waiver by RFTA of any breach of any such covenant or agreement shall in no way impair the right of RFTA to avail itself of any subsequent breach of the same or any other covenant or agreement, "PRIVATE WAY" shall mean a non-exclusive way for travel for pedestrians, vehicles, implements and livestock. It is expressly stipulated that the Private Way is to he a strictly private one and is not intended for public use, its use shall be limited to the Licensee, its family, guests, invitees, employees and those having business with the Licensee. The term "Private Way" shall include without limitation such grading, pavement, buildings, approaches, planking, ditches, drains, drain boxes, culverts, cattle guards, wing fences and fences, gates, poles for the raising of overhead wires for proper clearance, and such signals, bells, sign posts and signs and other safety devices on the Private Way as shall be required by RFTA, or which may at any time be required by any Local, State or Federal law, or by any order of any Local, State or Federal officer or regulatory board having jurisdiction over such matters. 1. Maintenance and Repair. The Licensee shall, at the sole cost and expense of the Licensee, construct, maintain, repair; reconstruct, relocate or remove the Private Way and all its appurtenances whenever necessary and when required to do so by RFTA, in accordance with plans prepared by Licensee and in a manner satisfactory to RFTA_ RFTA, however, shall have the right, if it so elects, at any time, though it shall be under no obligation whatever to do so, to construct, maintain, repair, reconstruct, relocate or remove the Private Way and all or any of its appurtenances, notwithstanding the obligation of the Licensee to construct, maintain, repair, reconstruct, or relocate the Private Way. Furthermore, in the event RFTA at any time so elects, the Licensee shall, upon presentation of estimates, advance such sum of money as RFTA may deem necessary for such construction. maintenance, repair, reconstruction, relocation or removal, or upon a bill being 4d :BO EOOE cO '4-00 SL2F296&6 : 'ON X Private Way License Page 1 of HONI*J : WOeid rendered for work already done, the Licensee shall imrncdiate!y reimburse RFTA for the cost of such work. The optional right of RFTA to maintain, repair, reconstruct, relocate or remove the Private Way shall in no manner or degree relieve the Licensee's responsibility to RFTA or to other persons or corporations for the failure of the Licensee to properly maintain, repair, reconstruct, relocate or remove the Private Way, or any other structure which RFTA agrees to maintain, repair, reconstruct, relocate or remove. 2. Limitations on Rights Granted. This License is without covenant of title or quiet enjoyment and is subject and subordinate to a reservation of the prior and continuing right of RFTA to all other uses of the Corridor, including the right to construct, use, maintain, repair, relocate and renew in RFTA's sole discretion any and all improvements, including without limitation tracks, overhead lines, pipelines, busways, trails and other facilities upon, along, over, under or across any or all parts of the Corridor, all of which may be done at any time by RFTA without prior notice and without liability to Licensee or to any other party for compensation or damages. This License is subject and subordinate to all existing leases, licenses, easements, permits, claims of title or other interests and as may in the future be modified, renewed or extended by RPTA, including but not limited to any fiber optic cable. 3. License Pee. The Licensee agrees to pay to RFTA, in advance, the sum of $0.00 , for the License herein granted. 4. No Interference with, RFTA's Uses. The Licensee at the Licensee's expense, shall keep any track, busway, trail or other improvement constructed at the Private Way clean and free from dirt, rocks and other material, and shall not damage or permit the damaging of any track, busway, trail or other improvement on the Private Way, or permit any condition which RFTA determines in its discretion may interfere with the safe operation of locomotives, railcars, trains or other vehicles or the use of any trail over the Private Way. The track may be paved over, but UNDER NO CIRCUMSTANCES MAY THE TRACK BE REMOVED. 5. Protection of Drainage. Any and all cuts and fills, excavations or embankments necessary in. the maintenance or future alteration for Licensee's use of the Private Way shall be made and maintained in such manner, form and extent as will provide adequate drainage of the Private Way, the Corridor, and adjoining lands. Wherever any such fill or embankment may obstruct the natural and pre-existing drainage from such lands, Licensee shall construct and maintain sufficient culverts or drains as may be required to accommodate and preserve such natural and pre-existing drainage. 6. Environmental Protection. Licensee shall, at its expense, comply with all applicable laws, regulations, rules and orders regardless of when they become or became effective, including, without limitation, those relating to health, safety, noise, environmental protection, waste disposal, and water and air quality, and furnish satisfactory evidence of such compliance upon request of RFTA with regard to activities on the Private Way. Should any discharge, leakage, spillage, emission or pollution of any type occur upon or arise from the Private Way as a result of Licensee's use, presence, operations or exercise of the rights granted hereunder, Licensee shall immediately notify RFTA and shall. at Licensee's expense, clean all property affected ;hereby, to the reasonable Ed W b : BO E00E 20 '400 S2_€E0960L6 : ' ON Xtj.d Private Way License Page 2of7 HONNeI NdNiiOO : Wald satisfaction of RFTA (insofar as the property owned or controlled by RFTA is concerned) and any goVemmental body having jurisdiction in the matter. RFTA may, at its option, clean RFTA's property of such discharge referred to above, and Licensee shall indemnify, defend and hold RFTA harmless from and against all claims, liability, costs and expenses (including without limitation, any fines, penalties, judgments; litigation costs and attorneys' and consultants' fees and expenses) incurred by RFTA as a result of any such discharge, leakage, spillage, emission or pollution by Licensee. 7. Protection of Underground Cable. Licensee acknowledges that Qwest Communications Corporation has an easement for underground cable along the Corridor and that fiber optic cable is buried through the Corridor and Private Way. Licensee, at least five (5) days prior to performing any excavation activities on the Corridor or Private Way, shall notify RFTA at (970) 704-9282 and shall notify Qwest at 1 -800 -AT -FIBER (a 24 -.hour number) to receive a Qwest Communications Corporationcontrol number. Prior to beginning any work on the Private Way, Licensee shall determine where any telecommunications system is buried on or about the Private Way, the names of the telecommunications cornpany(ies) involved, arrange for a cable locator, determine whether arrangements for relocation or other protection of the fiber optic cable is required and shall so notify RFTA. Any such relocation or protection shall be at Licensee's expense. 8. Protection of Trail and Conservation Coven . Grantee acknowledges that Grantor's Property is encumbered by conservation covenants for the benefit of Great Outdoors Colorado Trust Fund and encumbered by a Trail Easement on a portion of the Corridor. So long as the Conservation Covenants and Trail Easement remain in force, Grantee agrees not to undertake any new road construction or at -grade improvements activity within this Easement not authorized herein without first obtaining the written approval of the RFTA Director of Property and Trails whose notice address is: RFTA Director of Property and Trails, P.O. Box 1270, Carbondale, Colorado 81623. 9. Licensee's Duty to install safety Improvements. if at any time after the installation of the Private Way, any Local, State or Federal law or regulation, or any Local, State or Federal officer or regulatory board or commission having jurisdiction shall require any alterations, changes or improvements of the Private Way, as herein defined, or any additional safeguards, protection, signals or warnings, the same shall be constructed, maintained and operated at the sole expense of the Licensee. 10. Any Future Work to Require Permit. The Licensee shall not enter upon the Private Way or Corridor for the purpose of constructing, repairing, reconstructing, relocating or removing the Private Way without special written permit first bad and obtained from RFTA, except in cases of an emergency when work is necessary to avert injury to persons or loss or damage to property. All work of construction, maintenance, repair, relocation or removal shall be done by the Licensee in such mariner as to cause no interference with the constant, continuous and uninterrupted use of the tracks, trails, buildings or other improvements of RFTA now in place or as may be installed in the flrture by RFTA in RFTA's discretion. 11. RFTA's Right to Alter. Relocate, or Remove. This License shall not be deemed to Ld N'it' :80 E00E 20 1.00 SL2c2960L6 : '0N XNd Private Way Li z. e Page 3 of 7 HONdd N"Wdd00 : WOdd give the Licensee exclusive possession of any part of the premises described, but RFTA shall have the unimpaired right to construct, maintain, repair, relocate or remove track, trails, buildings or appurtenant structures or other improvements deemed appropriate in RFTA's discretion and nothing shall be done or suffered to be done by the Licensee at any time that shall in any manner impair the usefulness or safety of any property of RFTA or of any track, trail, bui ldin; or appurtenant structure or other improvement to be hereafter constructed. RFTA shall have the right at any and all times hereafter to construct, maintain and operate such additional tracks, trails, buildings, appurtenant structures or other improvements where the Private Way is located, as RFTA may from time to time elect. In case of any such change by RFTA requiring in RFTA's discretion the alteration, relocation or removal of the Private Way, the Private Way shall be altered as directed by RFTA or entirely removed by the Licensee at the sole cost and expense of the Licensee, in such manner as may be deemed necessary by RFTA to conform to the tracks, trails, buildings, appurtenant structures or other improvements on the Corridor or Private Way as so changed, altered or improved, and if the Licensee shall fail to do any of the things in this paragraph enumerated, RFTA may do or cause the same to be done at the cost of the Licensee. 12. Liens. Licensee shall pay in full all persons who perform labor on the Private Way for Licensee and will not allow any mechanics' or materialmen's liens to be enforced against RFTA's Corridor or the Private Way for work done or materials furnished at Licensee's instance or request. If any such liens are filed thereon, Licensee agrees to remove the same at Licensee's own cost and expense and to pay any judgment which may be entered thereon or thereunder. Should Licensee fail, neglect or refuse to do so, RFTA may pay any amount required to release any such lien or liens, or to defend any action brought thereon, and to pay any judgment entered therein, and Licensee shall be liable to RFTA for the payment of any such liens or judgment and any and all costs, expenses, damages, attorneys' and consultants' fees and expenses, and any other amounts expended in defending any such proceedings. 13. Licensee's Assumption of Liability. The Licensee assumes all liability for damage to or destruction o f property, injury to or the death of persons resulting from the use of the Private Way. Notwithstanding anything to the contrary contained herein, the RFTA does not intend to waive its immunity under the Colorado Governmental Intrnunity Act, 24-10-I01, et seq., C.R.S. 14. Indemnification. The Licensee shall at all times protect, indemnify, defend and save RFTA harmless from any and all claims, demands, judgments, cost, expenses, and all damage of every kind and nature made, rendered or incurred by or in behalf of any person or corporation whatsoever, in any manner due to or arising out of any claim for injury to or death of any person, or any claim for damage to property of any person or persons whomsoever, including the parties hereto and their officers, families, servants and employees, in any manner arising from or growing out of the construction, maintenance, operation, repair, extension, renewal, existence, use or removal ofthe Private Way, or the failure to properly construct, operate, maintain, renew or remove the same, and from all costs and expenses, including attorneys' and consultants' fees and expenses, connected in any way with the matters and things contained in this License Agreement. Neither the right of supervision by RFTA of the location, installation, operation and the maintenance of the Private Way, nor the exercise or failure to exercise the right, nor the approval or failure to disapprove, by RFTA of the location, installation, operation and maintenance of the Private Way, nor the election of RFTA to repair, construct, reconstruct or remove the whole or any part of the Private Way, shall be deemed a 'd WHb':ee EWE 20 -4.00 SZ22:2960z6 : 'ON Xdd Private Way License Page 4 of HONdJ NdW3dO3 : WOeJd 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 waiver of the obligations of the Licensee contained in this License Agreement, expressed or implied. 15. RFTA's Right to Tertninate License. If the Licensee shall fail to locate, construct, operate, use, repair, extend, renew, relocate or remove the Private Way in accordance with the terms of this License Agreement and to the entire satisfaction of RFTA, or shall fail to pay to RFTA any License Fee or any other sum of money for the construction, repair, extension, renewal, relocation or removal of the Private Way, or shall fail to adjust the Private Way to any changes made by RFTA, or shall in any respect fail to keep and perform any of the conditions, stipulations, covenants and provisions of this License Agreement to be kept and performed by the Licensee, this License Agreement shall at the option ofRFTA be void and of no effect; and this License shall i nmediately cease and terminate and RFTA shall have the right to remove the Private Way and restore the right of way and premises of RFTA at any time thereafter at the sole expense of the Licensee. Any termination hereunder shall be effective ten (10) days following notice delivered to Licensee. Any notice herein provided for shall be deemed given and delivered if mailed in an envelope properly stamped and addressed to the Licensee at Licensee's last known address. 16. Abandonment of Private Way. Non -user of such Private Way for the purpose for which it was originally constructed, continuing at any time for the period of one year; shall constitute an abandonment of this License. Unless so abandoned or terminated, as provided herein, this License shall remain in full force and effect until terminated by written notice given by either party to the other party not less than sixty days in advance of the date of such termination; but it is understood that if at any time in RFTA's discretion the maintenance and operation of the Private Way shall be inconsistent with the use by RFTA, this License shall immediately cease and terminate. 17. Licensee's Duty to Remove Private Way Upon Tel i, lin.ation. Within thirty days after the abandonment or termination of this License, the Licensee, at Licensee's sole expense, shall, if RFTA so desires the Licensee to do, remove the Private Way and all its appurtenances and restore or construct the premises of RFTA, including all right-of-way fences and drains, to a condition which will be satisfactory to RFTA, and if the Licensee fails to do so, RFTA may do such work of removal, restoration and construction at the expense of the Licensee. In the event of the ieaUoval of the Private Way as in this section provided, RFTA shall not be liable to the Licensee for any damage sustained by Licensee for or on account of such removal, and such removal shall not prejudice or impair any right of action for damages or otherwise which RFTA may have against the Licensee. 18. Licetie Non -Assignable. The Licensee shall not assign this License or any interest therein directly or indirectly, nor encumber the same without the written consent of RFTA first had and obtained. The covenants, stipulations and conditions of this License shall extend to and be binding upon RFTA and, if assigned , its successors and assigns, and shall extend to and be binding upon the Licensee and the heirs, administrators, executors, successors and assigns of the Licensee. 19. headings. The section headings contained in this License Agreement are inserted for convenience only and are not intended to in any way affect the meaning or interpretation of any such section or provision of this License Agreement. 20. Governing Law, This License Agreement shall be governed and construed in accordance with the laws of the State of Colorado. Sd 1.4tiSb:9O 300E. LO '1�0 SLOZ2960L6 : °0N XH.d Private Way License Page 5 of 7 H31-11:16 Nt+N�.dOJ : 1,10eLd 21. Amendments and Waivers. No amendment of any provision of this License Agreement shall be valid unless the same shall be in writing and signed by RFTA. No waiver by RFTA of any default or breach of any covenant or agreement hereunder shall be deemed to extend to any prior or subsequent default or affect in any way any of RFTA's rights arising by virtue of any prior or subsequent default. 22. Severability. Any term or provision of this License Agreement that is held by a court of competent jurisdiction to be invalid or unenforceable shall not affect the validity or enforce ability of the remaining terms and provisions of this License Agreement. 23. Entire Agreement. This License Agreement constitutes the entire agreement between the parties and supercedes all prior understandings, agreements or representations among them, written or oral, that may have related in any way to the subject matter hereof. LN WITNESS WHEREOF, the parties hereto have executed this License Agreement. [Signatures Continued Next Page] Sd WH917:90 EOM 20 1.30 SLZE296O.6 : '0N Xd. Private Way License Page 6 of 7 HONHJ NdWddO : 1,10ad STATE OF COLORADO COUNTY OF' The foregoing instrument was acknowledged before me this i day of ,mk , 20O). by Dan Blankenship, Executive Director, Roaring Fork Transportation Holding Authority. My commission expires / 0 - 1 S- • LICENSOR, ROARING FORK. RAILROAD HOLDING AUTHORITY By: Michael Hermes, Property Director Witness my • •fficial seal. • ChEt.A Q ; Notary Public Tk ,, 474- F 0LICENSEES- Rex Coffman MyCommission Emirta 14115/2005 STATE OF COUNTY OF 9. 41e S1 ) The foregoing instrument,was ackrmowledged before me this \ day of 2001, by.�. My commission expires ,� 3 -�3 Witness rimy hand and official seal. .� Ld We9b:BO E00E 20 '.'O Notary Public V �i�'. ti i, f �R My C C•vmsson exfreffmtiot 1,1403 Page 7 oil SL2E2960z6 : 'ON Xd. HONd6 NOWdd03 : WOld Attachment 9 Proof of Legal Water Supply Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ November 2002 BASALT WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT NO. 414 Pursuant to C.R.S. 1973, 37-45-131 Rex A. Coffman (hereinafter "Applicant") has applied to the Basalt Water Conservancy District (hereinafter the "District"), a political subdivision of the State of Colorado, organized pursuant to and existing by virtue of Colorado Revised Statutes, 1973, 37-45-101, et seq., for an allotment Contract for beneficial use of water rights owned, leased, or hereafter acquired by the District. By execution of this Contract, Applicant agrees to the following terms and conditions and those certain terms and conditions set forth in the attached Order, which is fully incorporated as a part of this Contract: 1. QUANTITY: In consideration of the covenants and conditions herein contained, Applicant shall be entitled to receive and apply to beneficial use 0.45 cubic feet of water per second from the District's direct flow rights and 1.2 acre feet per year of storage or other augmentation water owned or controlled by the District. Applicant shall restrict actual diversions and consumptive use under this Contract to these amounts. The Contract amount is based on the water requirements table attached hereto as Exhibit B. Any increase or change in the water requirements to be served by the District will require an amendment to the subject Contract. 2. SOURCE OF ALLOTTED WATER: Water rights allotted pursuant to this Contract shall be from the District's water rights decreed to the Basalt Conduit, Landis Canal, Stockman's Ditch Extension, Troy and Edith Ditch, Robinson Ditch, or other decrees or water rights hereafter acquired by the District, including the District's contractual right to receive storage water from Ruedi Reservoir and Green Mountain Reservoir. The District shall have the right to designate the water right or Decree of the District from which the Applicant's allotted rights shall be obtained. The Applicant's use of any of the District's water rights shall be subject to any and all terms and conditions imposed by the Water Court on the use of the District's said rights. Exchange or augmentation releases made from the District's storage rights in Ruedi or Green Mountain Reservoirs or other works and facilities of the District shall be delivered to the Applicant at the outlet works of said storage facility and release of water at such outlet works shall constitute full performance of the District's delivery obligation. Delivery of water from the District's storage rights in Ruedi or Green Mountain Reservoir shall be subject to the District's lease contract with the United States Bureau of Reclamation and any rules and regulations promulgated pursuant thereto. Releases from other facilities available to the District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement is not impaired by said action. 1 E WP-Doca&Ciniliw.d,Cofbvn Rea A JI IComma4I4.wpd 3. PURPOSE AND LOCATION OF USE: Applicant will use the water rights allotted pursuant to this Contract for beneficial purposes by diversion at Applicant's point of diversion under the District's direct flow water rights and/or for use by augmentation or exchange water. Applicant will use the water allotted by the District within or through facilities or upon lands owned, operated, or served by Applicant, which lands are described on Exhibit "A" attached hereto; provided that the location and purpose of Applicant's use of said water shall be legally recognized and permitted by the applicable governmental authority having jurisdiction over the property served. Applicant's contemplated usage for the water allotted hereunder is for the following use or uses: X Domestic/Municipal _ Industrial _ Commercial Agricultural Other It is acknowledged that certain locations within the District may not be susceptible to service solely by the District's water rights allotted hereunder or the District's said water rights may not satisfy Applicant's needs and purposes. To the extent that service cannot be achieved by use of the District's allotted water rights, or in the event said service is inadequate, Applicant may utilize such other water rights, by way of supplementing the District's water rights, or otherwise, as is necessary to assure water service sufficiently reliable for Applicant's intended purpose or purposes. All lands, facilities and areas served by water rights allotted hereunder shall be situated within the boundaries of the District. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year, shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shall be limited to the amount of water available in priority at the original point of diversion of the District's applicable water right and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado State Engineer to estimate any conveyance losses between the original point and any alternate point and such estimate shall be deducted from this amount in each case. The District, or anyone using the District's decrees, may call on any additional sources of supply that may be available at an alternate point of diversion, but not at the original point of diversion, only as against water rights which are junior to the date of application for the alternate point of diversion. In the event the Applicant intends to institute any legal proceedings for the approval of an augmentation plan and/or any change to an alternate point of diversion of the District's water right to allow the Applicant to utilize the water allotted hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant 2 develops and adjudicates an alternate point of diversion and/or an augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to bear or defray any legal or engineering expense of the District incurred by the District for the purpose of developing and adjudicating a plan of augmentation for the District. In any event, the District shall have the right to approve the Applicant's application for change of water right, and/or augmentation plan or other water supply plan involving the District's rights, and the Applicant shall provide the District copies of such application and of all pleadings and other papers filed with the Water Court in the adjudication thereof. The District reserves the exclusive right to review and approve any conditions which may be attached to judicial approval of Applicant's use of the District's water rights allotted hereunder. Applicant agrees to defray any out-of-pocket expenses incurred by the District in connection with the allotment of water rights hereunder, including, but not limited to, reimbursement of legal and engineering costs incurred in connection with any water rights adjudication necessary to allow Applicant's use of such allotted water rights; provided, however, in the event any such adjudication involves more of the District's water rights than are allotted pursuant to this Contract, Applicant shall bear only a pro -rata portion of such expenses. Applicant shall be solely responsible for providing the structures, works and facilities, if any, necessary to utilize the District's water rights allotted hereunder for Applicant's beneficial use. 4. PAYMENT: Applicant shall pay annually for the water service described herein at a price to be fixed annually by the Board of Directors of the District for such service. Payment of the annual fee shall be made, in full, within fifteen (15) days after the date of a notice from the District that the payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the payment shall apply and the price which is applicable to that year. If a payment is not made by the due date, a late fee of $50 (or such other amount as the Board may set from time to time) will be assessed and final written notice of the delinquent account and late fee assessment will be sent by the District to the Applicant at Applicant's address set forth below. If payment is not made within thirty (30) days after said final written notice, the District may, at its option, elect to terminate all of the Applicant's right, title, or interest under this Contract, in which event the water right allotted hereunder may be transferred, leased or otherwise disposed of by the District at the discretion of its Board of Directors. In the event water deliveries hereunder are made by or pursuant to agreement with some other person, corporation, quasi -municipal entity, or governmental entity, and in the event the Applicant fails to make payments as required hereunder, the District may, at its sole option and request, authorize said person or entity to curtail the Applicant's water service pursuant to this Contract, and in such event neither the District nor such persons or entity shall be liable for such curtailment. EnWP.DctsJCI.Bwc4Colrmat. Re. nwbI Convect 414,hyd 3 5. APPROPRIATION OF FUNDS: The Applicant agrees that so long as this Contract is valid and in force, Applicant will budget and appropriate from such sources of revenues as may be legally available to the Applicant the funds necessary to make the annual payments in advance of water delivery pursuant to this Contract. The Applicant will hold harmless the District and any person or entity involved in the delivery of water pursuant to this Contract, for discontinuance in service due to the failure of Applicant to maintain the payments herein required on a current basis. 6. BENEFIT OF CONTRACT: The water right allotted hereunder shall be beneficially used for the purposes and in the manner specified herein and this Contract is for the exclusive benefit of the Applicant and shall not inure to the benefit of any successor, assign, or lessee of said Applicant without the prior written approval of the Board of Directors of the District. Upon the sale of the real property to which this Contract pertains, Applicant has a duty to make the buyer aware of this Contract and the need to assign the Contract to the buyer. However, prior written approval of the Board of Directors of the District is required before the assignment is effective. Payment of an assignment fee in an amount determined by the Board shall be required as a prerequisite to approval of the assignment. In the event the water right allotted hereunder is to be used for the benefit of land which is now or will hereafter be subdivided or otherwise held or owned in separate ownership interest, the Applicant may assign the Applicant's rights hereunder only to a homeowners association, water district, water and sanitation district or other special district properly organized and existing under and by virtue of the laws of the State of Colorado and then only if such association or special district establishes to the satisfaction of the Basalt Water Conservancy District that it has the ability and authority to assure its performance of the Applicant's obligations under this Contract. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this Contract have any rights hereunder, except as such rights may exist through a homeowners association or special district as above provided. Any assignment of the Applicant's rights under this Contract shall be subject to and must comply with such requirements as the District has adopted or may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors, provided that such requirements shall uniformly apply to all allot - tees receiving District service. The restrictions on assignment as herein contained shall not preclude the District from holding the Applicant, or any successor to the Applicant, responsible for the performance of all or any part of the Applicant's covenants and agreements herein contained. 7. OTHER RULES: Applicant's rights under this Contract shall be subject to the Water Service Plan as adopted by the District and amended from time to time; provided 4 that such Water Service Plan shall apply uniformly throughout the District among water users receiving the same service from the District. Applicant shall also be bound by all applicable law, including, for example, the provisions of the Water Conservancy Act of the State of Colorado, the Rules and Regulations of the Board of Directors of the District, the plumbing advisory, water conservation, and staged curtailment regulations, if any, applicable within the County in which the water allotted hereunder is to be used, together with all amendments of and supplements to any of the foregoing. 8. CURTAILMENT OF USE: The water service provided hereunder is expressly subject to the provisions of that certain Stipulation in Case No. 81CW253 on file in the District Court in Water Division 5 of the State of Colorado, which Stipulation provides, in part, for the possible curtailment of out -of -house municipal and domestic water demands upon the occurrence of certain events and upon the District giving notice of such curtailment, all as more fully set forth in said Stipulation. 9. OPERATION AND MAINTENANCE AGREEMENT: Applicant shall enter into an "Operation and Maintenance Agreement" with the District if and when the Board of Directors finds and determines that such an agreement is required by reason of additional or special services requested by the Applicant and provided by the District or by reason of the delivery or use of water by the Applicant for more than one of the classes of service which are defined in the Rules and Regulations of the Board of Directors of said District. Said agreement may contain, but not be limited to, provision for water delivery at times or by means not provided within the terms of standard allotment contracts of the District and additional annual monetary consideration for extension of District services and for additional administration, operation and maintenance costs, or for other costs to the District which may arise through services made available to the Applicant. 10. CHANGE OF USE: The District reserves the exclusive right to review and approve or disapprove any proposed change in use of the water right allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract. 11. PRIOR RESOLUTION: The water service provided hereunder is expressly subject to that certain Resolution passed by the Board of Directors of the District on September 25, 1979, and all amendments thereto, as the same exists upon the date of this application and allotment Contract. 12. NO FEE TITLE: It is understood and agreed that nothing herein shall give the Applicant any equitable or legal fee title interest or ownership in or to any of the water or water rights of the District, but that Applicant is entitled to the right to use the water right allotted hereunder, subject to the limitations, obligations and conditions of this Contract. 5 13. COMPLIANCE WITH SECTION 404 OF THE CLEAN WATER ACT. Applicant shall comply with Section 404 of the Clean Water Act and consult with the Army Corps of Engineers to complete any Section 404 compliance that may be required as a result of the construction of any facilities necessary to use contract water. 14. CONSERVATION PRACTICES: Applicant shall implement and use com- monly accepted conservation practices with respect to the water and water rights allotted hereunder and shall be bound by any conservation plan hereafter adopted by the District, as the same may be amended from time to time. 15. WELL PERMIT: If Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before the District is obligated to deliver any water hereunder, and it is the Applicant's continuous duty to maintain a valid well permit. Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources. Applicant must comply with the well -spacing requirements set forth in C.R.S. §37-90-137, as amended, if applicable. Compliance with said statutory well -spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Applicant agrees to mark the well in a conspicuous place with the permit number. 16. MEASURING DEVICE OR METER: Applicant agrees to provide, at its own expense, a totalizing flow meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the terms of Applicant's water right and the terms of this Contract. On or before November 15 of each year, Assignee will provide accurate readings from such device or meter (recorded on a monthly basis for the period November 1 through October 30 of each year) to District, the Division Engineer and Water Commissioner. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determining Applicant's actual use of water. 17. CONTRACT TERMINATION: A. Termination by District: 1. The District may terminate this Contract for any violation or breach of the terms of this Contract by Applicant. 2. The District may terminate this Contract if, in its discretion, any judicial or administrative proceedings initiated by Applicant threaten the District's authority to contract for delivery or use of the District's water rights, 6 E,WP.Doc]W m\B* FCofRnn Rcx AWlot Coomcf4I4 wpd or threaten the District's permits, water rights, or other interests of the District. B. Termination by Applicant: 1. Applicant may terminate this Contract in its entirety for any reason by notifying the District in writing of the termination on or before Apri11. Notice by said date will prevent the Applicant's liability for the next annual contract charge. 18. RECORDING OF MEMORANDUM: In lieu of recording this Water Allotment Contract, a Memorandum of Water Allotment Contract will be recorded with the Garfield County Clerk and Recorder's Office. The costs of recording the Memorandum shall be paid by Applicant. A ICANT: Rex A. Coffman Applicant's Address: Rex A. Coffman 1837 County Road 100 Carbondale, CO 81623 Phone: (970) 963-2375 STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) Subscribed and sworn to before me by Rex A. Coffman this day of , 2002. NESS my hand and official seal. mmission expires: k r . % 7 ,f, Notary Public 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H U F- O 15- >- • Z r > w Lure • 5 a) oow U W w I- Q J O CD Z 2 w Lt 0 U X w N O N w m w 1- a W O 0 0 O O Water User : N R 0 N R Q w N 0 Source Series: Maximum Demand: O LL 0 (13) Source of Aug/Replace 222200000222 ZZZZwWwwwZZZ 0000~--t-I-I-I-000 Consumptive Use (7) (8) (9) (10) (11) (12)* Domestic Commercial Lawn Crop In-house or Other Irrigation Irrigation Livestock TOTAL CO C4 V CO 0 N O (Is 0 CO O CO 0 (OV. N CO CO CO O O 0 0 0 0 0 0 0 0 O O 0 CO .-- o 0 0 O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o O 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O 0 0 0 O o O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O (o N- O (o O sY O O 000.0 0(0(0 e0)000 -0000 0 0 0 0 0 0 0 0 0 0 0 0 0.724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0.000 01--.000000000o (7 N M N M N M M N 0 N (-) 00.000000000C) 0 0 0 0 0 0 0 0 0 0 0 0 0 to 0 O Total Demand 1 (1) (2) (3) (4) (5) (6) Domestic Commercial Lawn Crop In-house or Other Irrigation Irrigation Livestock TOTAL 0 O O O N O N O 0 0 O O CO O M N O O CO O CO OD Cl N N CO (v co N N 000000000000 (0 O N ('O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 0o 0 0 0 O O O O 0 O O O O (0 O O N N (9 0 0 0 0 0 0- N N A- e-0.00 O O O O O o O O O o O O O 0)) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o00docidoo0®O 0 O o o o 0 M 0 0 0 O M O Cr) O N,- N e- N r- N N N A- N O O O O o O O 0 0 0 0 0 N COO (N w CO 2 i) N N (0 naj -C N E E - CO N 0- N 7 3 CO d 0 0O 0 --)LL2Q2-)-)Q(n0z❑ 'TOTALS —> 0 0 0 E 7 (0 0 # of Livestock ©11 gals/day O % CU for Domestic/Commercial M O O 0 0 C 00 C 'v t W 0 6 o • E _ a • 3 0 co C 3e U O CD 0 (_0 0 C p) N 'U Wo . c o) 0 aE 0 o 3e U O (o Elevation (feet) 0) 0 t o M 0 ( O Commercial/Other Demand (af) N Total Includes 5% Transit Loss 04 (0 • Exhibit B ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT REX A. COFFMAN CONTRACT NO. 414 Application having been made by or on behalf of Rex A. Coffman and hearing on said Application having been duly held, it is hereby ordered that said Application be granted and that the attached Water Allotment Contract for 0.45 cubic feet of water per second from the District's direct flow rights and 1.2 acre feet per year of storage/augmentation water owned or controlled by the District is hereby approved and executed by and on behalf of the Basalt Water Conservancy District, for the beneficial use of the water allotted in the attached Contract, upon the terms, conditions and manner of payment as therein specified and subject to the following specific conditions: 1. The Applicant has acknowledged that the land to be benefitted by the attached Contract is described on Exhibit "A" attached hereto and incorporated herein by this reference. 2. The Applicant shall establish a Homeowners Association or other entity acceptable to the District for the ongoing payment of charges due under the approved Contract following subdivision of the property. The Applicant shall give notice to purchasers of all or any part of the subject property of the obligation of this Contract, and shall record such notice in the records of the Clerk and Recorder of Garfield County, Colorado. Applicant and his successors and assigns shall comply with all rules and regulations now existing or hereafter adopted by the District, including to enforce payment of charges due under the approved Contract by present and future owners of all or any part of the real property served under this Contract. 3. The Applicant shall provide the District proof that the proposed land use of the land to be benefitted by the water allotted hereunder has been approved by the applicable governmental authorities having jurisdiction over such land use, including evidence satisfactory to the District that each lot or parcel to be benefitted hereunder is legally subdivided. 4. Any well permits issued on the basis of this Allotment Contract shall be applied for and issued in the name of the Applicant. 5. By acceptance of this Contract, Applicant acknowledges that within two years of the date hereof or such later date as the District may approve, the Applicant shall file with the Water Court of Water Division No. 5 a water rights plan of augmentation for utilization of water allotted hereunder at the location and for the purposes hereinabove set forth, or the Applicant's water allotment as provided in this Contract may be included in a water rights plan of augmentation to be filed by the District with the expenses thereof to be shared prorata by the Contract holders included in such plan; provided that inclusion of the Applicant's water allotment in the District's plan of augmentation shall be at the District's sole discretion. -1- EMP-DonIKim'BwptCO .e. RcxAWIoi Ord.. 616.wpd 6. In the event the District includes the Applicant's water allotment in the District's Application for a plan of augmentation, the Applicant acknowledges that execution of the subject contract constitutes waiver of any notice of the application for the plan for augmentation by the Water Referee or the Water Clerk under C.R.S. § 37-92- 302(3)(c)(I). Applicant will provide such information and assistance, including testimony, as may be needed for judicial approval of the plan. The District makes no warranty that it will secure approval of the plan. The District may establish an augmentation plan fee to be paid by the holder of any Contract or amended Contract to be included within a plan of augmentation to be filed by the District, which fee shall be payable in advance of the inclusion of such Contract in a District plan of augmentation and may be based on the District's good faith estimate of the anticipated expense of such plan of augmentation. If such augmentation plan fee paid by a Contract holder exceeds the Contract holder's prorata portion of the actual expenses incurred by the District in completing said plan of augmentation, the District shall refund such excess to the Contract holder. Conversely, if such augmentation plan fee paid by the Contract holder does not cover the Contract holder's prorata portion of the actual expenses incurred by the District in completing said plan of augmentation, then Applicant shall pay the remaining balance of its portion of the actual expenses upon the District's providing the holder with a statement for the same. To the extent that the District is caused additional costs because of objections filed specifically due to the inclusion of Applicant's Contract in the filing, such additional costs may be charged specifically to Applicant and not shared on a prorata basis by all Contractees. 7. The water allotted to the Applicant hereunder shall not be included in any plan of augmentation filed by or on behalf of the District until the Applicant has identified a specific use or uses and point or points of diversion for the allotted water. 8. Any and all conditions imposed upon the release and diversion of water allotted hereunder in any water rights plan of augmentation or other water rights decree of the Water Court for Water Division No. 5 shall be incorporated herein as a condition of approval of this contract. Granting of this allotment contract does not constitute the District's representation that the Applicant will receive a well permit or water rights decree for the land to be benefitted hereby. 9. If Applicant intends to divert water through a well or wells, Applicant shall provide the District a copy of Applicant's valid well permit for each such well before the District is obligated to deliver water for the benefit of Applicant hereunder. Applicant must comply with the well -spacing requirements set forth in C.R.S. §37-90-137, as amended, if applicable. Compliance with said statutory well -spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Approved this 8th day of October, 2002. BASALT WATER CONSERVANCY DISTRICT Attest: B (16‘ L� ,u� ,�i 2��r� BY• h � ILA BY: �.�f_P�'�/ Barbara Mick - Secretary Arthur Bowles, President -2- t tit '..;.: 1,1., .1 u. •,1 1 PROPERTY DESCRIPTION - PARCEL #1 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 23, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPLE MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID LOT 23 FROM WHICH THE SOUTHEAST CORNER OF SAID LOT 23 ALSO BEING THE SOUTH 1/4 CORNER OF SAID SECTION 36 BEARS S. 89°24'32" E. A DISTANCE OF 725.04 FEET; THENCE LEAVING SAID SOUTH LINE N. 00°00'00" E. A DISTANCE OF 632.72 FEET; THENCE S. 66°14'00" W. A DISTANCE OF 31.76 FEET; THENCE S. 82°30'00" W. A DISTANCE OF 52.93 FEET; THENCE N. 79°14' 00" W. A DISTANCE OF 97.63 FEET; THENCE N. 00°00'03" W. A DISTANCE OF 90.21 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 23; THENCE LEAVING SAID NORTH LINE N. 00°18'00" E. A DISTANCE OF 13.17 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRAND WESTERN RAIL ROAD; THENCE ALONG SAID SOUTHERLY LINE N. 88°55'09" E. A DISTANCE OF 398.95 FEET; THENCE LEAVING SAID SOUTHERLY LINE S. 00°29'56" E. A DISTANCE OF 744.53 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 23; THENCE N. 89°24'32" W. ALONG SAID SOUTH LINE A DISTANCE OF 227.99 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 4.293 ACRES, MORE OR LESS. R•w Esj 4.v .....E .4 c? i = 26950 ti494:fep ~. Exhibit A ..",'4_17.7(...1(1.' LIP t Ili l� ( Lang( 18 (,,,lUZ;tti.) ;i,•st•.v,,)d Spring. -41 ;t 0 t :) 15-sti;f; I PROPERTY DESCRIPTION - PARCEL #2 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 23, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPLE MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID LOT 23 FROM WHICH THE SOUTHEAST CORNER OF SAID LOT 23 ALSO BEING THE SOUTH 1/4 CORNER OF SAID SECTION 36 BEARS S. 89°24'32" E. A DISTANCE OF 247.04 FEET; THENCE N. 89°24'32" W. ALONG SAID SOUTH LINE A DISTANCE OF 250.01 FEET; THENCE LEAVING SAID SOUTH LINE N. 00°29'56" W. A DISTANCE OF 744.53 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRAND WESTERN RAIL ROAD; THENCE ALONG SAID SOUTHERLY LINE N. 88°55'09" E. A DISTANCE OF 249.98 FEET; THENCE LEAVING SAID SOUTHERLY LINE S. 00°29'56" E. A DISTANCE OF 751.82 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 4.293 ACRES, MORE OR LESS. a� a eqc # Q ,r�ot� `.S'•�n%T? a 269 �,= m: o, Sp • os= '4.. LAND 1 1 1 1 1 1 j/ / /7. R&. i.- ,rinl Land jur'.•'.„r; 418 (.'o(orado :ive•n+u' (ilentvn.Spring' Color -141.0 '{ lh0: 070 PROPERTY DESCRIPTION - PARCEL #3 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 23, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPLE MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; 1 BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 36 ALSO BEING THE SOUTHEAST CORNER OF SAID LOT 23 FROM WHICH THE WITNESS CORNER TO SAID 1/4 CORNER BEARS NORTH A DISTANCE OF 396.00 FEET; THENCE N. 89°24'32” I W. ALONG THE SOUTH LINE OF SAID LOT 23 A DISTANCE OF 247.04 FEET; THENCE LEAVING SAID SOUTH LINE N. 00°29'56" W. A DISTANCE OF 751.82 FEET TO A POINT I ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRAND WESTERN RAIL ROAD; THENCE ALONG SAID SOUTHERLY LINE N. 88°55'09" E. A DISTANCE OF 7.92 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 6284.66 FEET, DELTA ANGLE IOF 02°10'50", ARC DISTANCE OF 239.19 FEET AND A CHORD BEARING OF N. 87°49'03" E. FOR 239.17 FEET; THENCE LEAVING SAID SOUTHERLY LINE S. 00°29'56" E. A DISTANCE OF 763.59 FEET TO THE POINT OF BEGINNING. SAID PARCEL 1 CONTAINING 4.293 ACRES, MORE OR LESS. 1 1 II 1 o`ot►rriE�4.73:70; 1 (-11: 26950 -'* 1 1 1 MEMORANDUM OF WATER ALLOTMENT CONTRACT The Basalt Water Conservancy District (the "District") has granted Water Allotment Contract No. 414, dated the 8th day of October, 2002, ("Contract"); to extend to the owner(s) of the real property described on Exhibit '"A" attached hereto and incorporated herein by this reference, the right to beneficially use water or water rights owned, leased, or hereafter acquired by the District for such real property located in the County of Garfield, State of Colorado. The Contract is subject to various conditions which may include well permit requirements of the Colorado Division of Water Resources and Water Court approval of an augmentation plan or substitute supply plan. Assignment of the Contract requires the District's consent and Applicant's payment of an assignment fee. Inquiries may be directed to: Basalt Water Conservancy District, clo Lori J.M. Satterfield; Balcomb & Green, P.C., P.O. Drawer 790, Glenwood Springs, Colorado 81602; Telephone: (970) 945-6546; Fax: (970) 945-8902. This Memorandum is subject to the terms and provisions of the Contract which are incorporated herein by this reference. Upon recording, this Memorandum shall constitute notice to bona fide purchasers of the Contract affecting the above-described property. Date: October 8, 2002 STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) BASALT WATER CONSERVANCY DISTRICT By: Arthur Bowles, President The foregoing instrument was acknowledged before me this 8th day of October, 2002, by Arthur Bowles, President of the Basalt Water Conservancy District. ottotumeat sem' ‘bM •'v Co :t440TARy: 3 1/43,\PUBLIG. �ea �.��'••..•• 0. , yr41,0 m6 oit'000. y hand and official seal. ion expires: / ') 7 at� ., Notary Public After recording return to cic Lori Satterfield Ba'crnt: 3c Greer., P.C. P.U. Drawer 793 Cienw oc! Sprints, (.0 8102. L1/24.1lt./k7., •'•••••••! • •11C.ttl, PROPERTY DESCRIPTION - PARCEL #! A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 23, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPE F. MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID LOT 23 FROM WHICH THE SOUTHEAST CORNER OF SAID LOT 23 ALSO BEING THE SOUTH 1/4 CORNER OF SAID SECTION 36 BEARS S. 89'24'32" E. A DISTANCE OF 725.04 k EET; THENCE LEAVING SAID SOUTH LINE N. 0000'00" E. A DISTANCE OF 632.72 FEET; THENCE S. 66'14'00" W. A DISTANCE OF 31.76 FEET; THENCE S. 82°30'00" W. A DISTANCE OF 52.93 FEET; THENCE N. 79°14' CO" W. A DISTANCE OF 97.63 FEET; THENCE N. 00°00'03" W. A DISTANCE OF 90.21 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 23; THENCE, LEAVING SAID NORTH LINE N. 00°18'00" E. A DISTANCE OF 1117 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRAND WESTERN RAIL ROAD; THENCE ALONG SAID SOUTHERLY LINE N. 88655'09" E. A DISTANCE OF 398.95 FEET; THENCE LEAVING SAID SOUTHERLY LINE S. 00'2956" E. A DISTANCE OF 744.53 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 23; THENCE N. 89'24'32" W. ALONG SAID SOUTH LINE A DISTANCE OF 227.99 FEET TO THE POINT OF BEGINNINGr. SAID PARCPI. CONTAINING 4.293 ACRES, MORE OR LESS. i---- Exhibit A --V't..117.011.` LIP" t 1 1 1v �i.�carr �l Land sr; i 1 ti Colorado A•;,•n,l,- I �i�•1)'.�' ul� '�OrlP.t�;,• i�Qlnl':U1n -4164f '1701 :)1:i-uf iii PROPERTY DESCRIPTION - PARCEL #2 COPY A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 23, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPLE MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID LOT 23 FROM WHICH THE SOUTHEAST CORNER OF SAID LOT 23 ALSO BEING THE SOUTH 1/4 CORNER OF SAID SECTION 36 BEARS S. 89°24'32" E. A DISTANCE OF 247.04 FEET; THENCE N. 89°24'32" W. ALONG SAID SOUTH LINE A DISTANCE OF 250.01 FEET; THENCE LEAVING SAID SOUTH LINE N. 00°29'56" W. A DISTANCE OF 744.53 FELT TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRAND WESTERN RAIL ROAD; THENCE ALONG SAID SOUTHERLY LINE N. 88°55'09" E. A DISTANCE OF 249.98 FEET; THENCE LEAVING SAID SOUTHERLY LINE S. 00°29'56" E. A DISTANCE OF 751.82 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 4.293 ACRES, MORE OR LESS. k. t Qo�i$t,tzs = o i 26950AL ms= LAND 4yuw1104 Regi.-a..rpd Land sur.,-, or; tiI ii Colorado :\vtIltlt• ( llenw,,od SI)rin;;;, (;,Ior U!,l 4160. 070 COPY PROPERTY DESCRIPTION - PARCEL #3 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 23, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPLE MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 36 ALSO BEING THE SOUTHEAST CORNER OF SAID LOT 23 FROM WHICH THE WITNESS CORNER TO SAID 1/4 CORNER BEARS NORTH A DISTANCE OF 396.00 FEET; THENCE N. 89°24'32" W. ALONG THE SOUTH LINE OF SAID LOT 23 A DISTANCE OF 247.04 FEET; THENCE LEAVING SAID SOUTH LINE N. 00°29'56" W. A DISTANCE OF 751.82 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRAND WESTERN RAIL ROAD; THENCE ALONG SAID SOUTHERLY LINE N. 88°55'09" E. A DISTANCE OF 7.92 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE AND ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 6284.66 FEET, DELTA ANGLE OF 02°10'50", ARC DISTANCE OF 239.19 FEET AND A CHORD BEARING OF N. 87°49'03" E. FOR 239.17 FEET; THENCE LEAVING SAID SOUTHERLY LINE S. 00°29'56" E. A DISTANCE OF 763.59 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 4.293 ACRES, MORE OR LESS. 0,,t0 i R f6 •• 4. c, 0°9-l3-c4.%-1:� # a = 26950 -.' .0 OLORADO DIVISION OF WATER RESOURCES EPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM 818, DENVER, CO 80203 .... pppphone — info: (303) 866-3587 main: (303) 866-3581 I`4 ax: (303) 866-3589 http://www.water.state.co.us ESI DENTIAL Note: Also use this form to apply for livestock watering Water Well Permit Application eview instructions on reverse side prior to completing form. he form must be completed in black ink. OCT , 2 '02 4 V4, n 4c CX:(CEB gAfE. ElkrGatFR Forrn GWS -44 (1/2001) OCT 23 ,0 vow) r A r k Sou; ATE Eta. ; acE 1. Applicant Information (me of applicant ex and JoAnn Coffman Mailing address 837 CR 100 ity .. . arbondale Telephone # 970) 963-2375 State Zip code CO 81623 . Type Of Application (check applicable boxes) ® Construct new well Replace existing well Change source (aquifer) Other: ❑ Use existing well 0 Change or increase use 0 Reapplication (expired permit) 6. Use Of Well (check applicable boxes) See instructions to determine use(s) for which you may qualify O A. Ordinary household use in one single-family dwelling (no outside use) ® B. Ordinary household use in 1 to 3 single-family dwellings: Number of dwellings: 3 ® Home garden/lawn irrigation, not to exceed one acre: area irrigated 15000 ® sq. ft. ❑ acre O Domestic animal watering — (non-commercial) O C. Livestock watering (on fame/ranch/range/pasture) 3. Refer To (if applicable) dell permit# A esignated Basin Determination # NA Water Court case # BWCD Contract Attached Wet name or # Coffman Well #1 7. Well Data (proposed) Maximum pumping rate 45Total depth 200 gpm feet Annual amount to be withdrawn 3.25 Aquifer Alluvium acre-feet . Location Of Proposed Well ounty ,arfield SE 1/4 of the SW 1/4 ... Section Township N or S . Range E or W Principal Meridian 6 ; 7 0 88 0 r 6th _.. ... _ ... i'stance of well from section lines (section lines are typically not property h91. : 0 liner,/1316-1.-- • 50 Ft. from ❑ N 1%] S 3050 1 30 �F from ®E ❑ W For replacement wells only —distance and direction from old well to new well A feet ell location address (if applicable) Optional: GPS well location information in UTM format equired settings for GPS units are as follows: ormat must be UTM Zone must be 13 Units must be Meters alum must be NAD27 (CONUS) nit must be set to true north ere points averaged? OYES ❑ NO Northing Easting direction 8. Water Supplier Is this parcel within boundaries of a water service area? DYE'S El NO If yes, provide name of supplier: 9. Type Of Sewage System ® Septic tank / absorption leach field ❑ Central system: District name: O Vault: Location sewage to be hauled to: O Other (attach copy of engineering design and report) 5. Parcel On Which Well Will Be Located You must check and complete one of the following: Subdivision: Name Lot Block Filing/Unit 2 • • County exemption (attach copy of county approval & survey): Name/# Coffman South Parcel Lot # 1,2,3 Parcel less than 35 acres, not in a subdivision, attach a deed with metes and bounds description recorded prior to June 1, 1972 Mining claim (attach a copy of the deed or survey): Name/# Square 40 acre parcel as described in Item 4 Parcel of 35 or more acres (attach a metes and bounds description or survey) Other (attach metes & bounds description or survey and supporting documents) B. # of acres in parcel C. Are you the owner of this parcel? 0.51 ®YES 0 NO (if no - see instructions) 1. Will this be the only well on this parcel? ®YES 0 NO (if no - list other wells) State Parcel ID# (optional): 10. Proposed Well Driller License #(optional): 11. Signature Of Applicant(s) Or Authorized Agent The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104 (13)(a). I have read the statements herein, know the contents thereof and state that they are true to my knowledge. Sign fj$re (Must be original signature) Date Prir frame & title lam' 11 (FFIt's 4 tJ Office Use Only USGS map name A/?;�i ?(7 j t S/po WE WR CWCB TOPO MYLAR DWR map no. Surface elev. Receipt area only SB5 DIV ---' WD _{ BA MD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 URC E r�a . ESQ ■M IIENGINEERING INC. Mr. Dwight Whitehead Colorado Division of Water Resources Division 5 PO Box 396 Glenwood Springs CO 81602 RE: Coffman Well #1 — Receipt 9501308 October 23, 2002 Dear Dwight: This letter will confirm that the proposed Coffman Well #1 at the amended location, will not be closer than 600 feet from any other wells. The amended well location is on Lot 2, Coffman South Parcel Exemption Plat in the SE1% SW%, Section 36, Township 7 South, Range 88 West, 6th P.M. at a point 650 feet from the South line and 2,930 feet from the East line. The nearest well is the Eubank well, permit No. 50080-F, which is located to the west a distance of approximately 670 feet. Please call if you have any questions. Sincerely, RESOURCE ENGINEERING, INC. aul S. Bussone, P.E. Water Resource Engineer PSB/mmm E:\Client\rel\dw coffman wp.doc IConsulting Engineer's and Hydrologists 909 Colorado Avenue F Glenwood Springs, CO 81 601 E (970) 945-6777 t Fax (970) 945-11 37 Attachment 10 Proof of Physical Water Supply Coffman Ranch/South Parcel ■ Subdivision Exemption Application • November2002 " " •• 'sr isVLUH,4D0 ' wwrac -• • ryvr• I rit STATE - 818 Centennial Bfdfl., 1313 Sherman St,Denver, Catered° rim (303) 858.3561 For Office Use only °\ GWELL \\O .0 (41P FOR INSTRUCTIONS, SEE REVERSE SIDE STATEMENTpit.' OF BENEFICIAL USE PERMIT NUMBER 050080-F 1. WELL OWNER NAME(S) Dale Eubank LLC Mailing Address _0498 Rose Lan City, St. Zip Carbondale CO 81623 _ Phone ( 974) 963-3201 2. WELL LOCATION: COUNTY Garfield OWNER'S WELL DESIGNATION Da 1 P Wim 1 1 (Address) SE 1/4 of the SW 1/4, Sec. 36 Twp. 7 III (MY) (State) RIP) N. or ED S., Range R 8 ID E. or 1,Z1 W. h r h P.M. Distances from Section lanes66 5�Ft from ❑ N. et 1: _ S. Une, 1.210 Ft. from 0 E. or [0 W. Line. . The well is being used for the following purpose(s): Domestic and commercial . Water from the well was first used beneficially under this permit number, for the above described purposes on A v r i l 10. 19 29_.(Do not report a date which is before the issued date of this permit) . The pumping rate claimed is 55 gallons per minute. 6. The average annual amount of water diverted is 11 .2 acre fest, The land area irrigated (watered) by water from this well is: 1 • 5 E3 Acres or 1 Square feet, (Number) described as: Located in the SE$ it!elat 6. T7S. Pft8W. 6it•h F M or as Subdivision Lots) Block FiUng/Untt Well drilled by: Shelton D r i 11 ; rtY n n _ leer. No: Pump installed by: Samuelson Puma_ Co. Lir. No: 1050 , ', Meter Mfg. by Serial No.: Date Installed: . 1 I (we) have read the statements made herein, know • contents thereof, and state that they are true to my (our) knowledge. (Pursuant to Section 24-4-104 (13)(a) ., the making of false r.e eats := ,r'-•nstitutes perjury in the second decree and is punishable as a CI - • • -- = - or. ,. Name/Title (Please type or print) Dale Eubank S!natu : % I Date ._. ."-E F0- 0 USE ONLY State Engineer BY Date Court Case No. Div. Co. WD Basin MD Use SAMUELSON PUMP CO. INC. P.O. BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERVICE & INSTALLATION COLORADO 81602 945-6309 Dale Eubank 498 Rose Lane Carbondale, Co. 81623 Attn; Dale Eubank C®Y July 11, 1997 On July 31, 1997 a well test was conducted on a new well on County Rd 100. The following information was obtained; Well Depth 145'-0" Casing size (top) 7"(steel) Total test time------ 24 hrs. Standing water level 9' --1 /2" Drawdown to 35'-4" Production is greater than --37.5 gpm Hardness 20 grains/gal. Iron 0.6 mg/1 pH 7.5 This test was conducted with a 2 hp. Gould submersible Model 18E20412. The well recovered back to 9'-5" in 35 Min. The drawdown would indicate that this well has a total production much greater than the pumping rate of the test. The water quality seems to reasonable and could be treated with a softner. If you have any questions please call me Raun Samuelson at 945- 6309. Sincerely; s�- Raun Samuelson Coffman Ranch/South Parcel ■ Subdivision Exemption Application ■ Attachment 11 Fire District Letter November 2002 Uui, �a 1U4i1 12:41r'M October 24, 2002 4addUNUALt r1Kt U1JIKivI FIRE • EMS • RESCUE Mark Bean Garfield Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 RE: Subdivision Exemption for Rex Coffman, County Road 100 Carbondale, Colorado Dear Mark: IVU, i lL4 r, The Rex Coffman property on County Road 100 is located inside the service area of the Carbondale & Rural Fire Protection District. The District services the property for both fire and emergency medical services. Please contact me if you have any questions, Bill Oavette Deputy Chief cc: Tim Malloy, TO Malloy Consulting, "LLC Carbondale & Rural Fire Protection District 300 Meadowood Drive ' Carbondale, CO 81623 • 970/963-2491 Fax 963.0589 INTEROFFICE MEMORANDUM To: Tamara Pregl, Building and Planning Department From: Scott Aibner — Garfield County Surveyor Subject: Coffman Subdivision Exemption Plat - Review Date: 6/25/03 Dear Tamara, Upon review of the Coffman Subdivision Exemption Plat, I have prepared a list of comments or corrections to be made prior to approval for survey content and form. Please refer to the enclosed redlined copy of the plat. 1. A portion of the property description for parcel #'l is missing. 2. The 15 foot well and water easement and the 16 foot access and utility easement need to annotated on the plat. May I suggest a blowup area of these items. 3. The text used in the title could be of a thicker type so as not to lose readability after reproduction. 4. Is the basis of bearings note no. 1? 5. The vicinity map is vague. 6. Is there a described easement width for the power line - book 649 , page 666? If so, indicate the easement on the plat. Sincerely, G co ibner As Garfield County Surveyor cc Donald Bagent — Scarrow and Walker, Inc. FROt1 : COFFMAN RANCH4110FAX NO. 9709632375 •. 06 2003 02:O8PM P1 OFFICE OF THE STATE ENGINEER COLORADO OLORADO DIVISION OF WATER RESOURCES (303) 856.3581 9 1313 Sn^ man 5;., Denver. Colorado e0203 Forni No, GWS -25 APPLICANT REX & JOANN COFFMAN 1837 COUNTY ROAD 100 CARBONDALE, CO 81623- (970) 963-2375 PERMIT TO CONSTRUCT A WELL WELL PERMIT NUMBER 58693 .F DIV. 5 WD38 DES. BASIN MD Lot: 1 Block; Filing! Subdiv: COFFMAN SOUTH PARCEL EXEMPTION (PENDING) APPROVED WELL OCATION GARFIELD COUNTY SE 1/4 SW 1/4 Section 36 Township 7 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES 650 Ft. from South Section Line 2930 Ft. from East Section Line UTM COORDINATES Northing: Fasting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material iniury to existing water rights_ The issuance of this permit does not assure the applicant that no injury will occur to anomer vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Wel Construction and Pump installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Roaring Fork River, as an alternate point of diversion to the Basalt Conduit, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #414. 4) The use of ground water from this well is limited to ordinary household purposes inside six (6) single family dwellings and the irrigation of not more than 15,000 square feet of home gardens and (awns. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This wen is known as Coffman Well No. 1. 5) The maximum pumping rate of this well shall not exceed 45 GPM. 6) The average annual amount of ground water to be appropriated shall not exceed 3.25 acre-feet. 7) The retum flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 8) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case numbers) as appropriate_ The owner shall take necessary means and precautions to preserve these markings. 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 10) This well shall be Constructed at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant. 11) Thls well shall be constructed not more than 200 feet from the location specified on this permit NOTICE: This permit has been approved for an increase in use from that applied for in Item 6 of the permit application form. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act (See Section LIC May 22, 2003 Rex Coffman 1837 County Road 100 Carbondale, CO 81623 ATTN: Rex On April 7, 2003; a well test was conducted on a well on the Coffman Property at 1837 County Road 100. The following information was obtained, Well Depth ----- Casing Size- x 5 Standing water -- 2.75" Total test time- -4 Hours Drawdown to --.---.--------23' - 8.5" Production is > 27.27 GPM • This test was conducted with 1. Hp 25GS10 Goulds Test Pump. The well recovered back to 19' 4" in 60 Minutes. The production on this well is sufficient fix three single family dwellings. If you have any questions please call me, Raun Samuelson at 9.70-945- 6309. Sincerely; Raun E Samuelson Samuelson Pump Co P.O. Box 297 • Glenwood Sprngs, 00 81602 to (970) 9.46-6309 • Fo (970 947-9448 Water Systems • Sales. Servir...p. Inqtrairthrin • • AMENDMENT TO WATER ALLOTMENT CONTRACT BASALT WATER CONSERVANCY DISTRICT Contract No. 414 WHEREAS, the Basalt Water Conservancy District (hereinafter the "District") granted Water Allotment Contract No. 414 dated October 8, 2002, (the "Contract") to Rex A. Coffman (the "Applicant") for 0.45 cubic feet of water per second from the District's direct flow rights and 1.2 acre feet of storage or other augmentation water owned or controlled by the District to serve certain property located in Garfield County, Colorado; and WHEREAS, the recitation in the Contract of 0.45 cubic feet of water per second is in error and should instead read 0.10 cubic feet of water per second. WHEREAS, the Applicant and the District both desire that the Contract be amended to correct the clerical error by decreasing the amount of the District's direct flow rights allotted thereunder to 0.10 cubic feet of water per second. WHEREFORE, the Contract shall be and hereby is amended to provide that the Applicant shall be entitled to receive and apply to beneficial use 0.10 cubic feet of water per second from the District's direct flow rights. Any increase or change in the water requirements to be served by the District will require an amendment to the subject Contract. The Amendment is made subject to the following conditions: 1. Any and all conditions imposed upon the release and diversion of water allotted hereunder in any water rights plan of augmentation or other water rights decree of the Water Court for Water Division No. 5 shall be incorporated herein as a condition of approval of this contract. Granting of this allotment contract does not constitute the District's representation that the Applicant will receive a well permit or water rights decree for the land to be benefitted hereby. 2. By acceptance of this amended Contract, Applicant acknowledges that within two years of the date hereof or such later date as the District may approve, the Applicant shall file with the Water Court of Water Division No. 5 a water rights plan of augmentation for utilization of water allotted hereunder at the location and for the purposes hereinabove set forth, or the Applicant's water allotment as provided in this amended Contract may be included in a water rights plan of augmentation to be filed by the District with the expenses thereof to be shared prorata by the Contract holders included in such plan; provided that inclusion of the Applicant's water allotment in the District's plan of augmentation shall be at the District's sole discretion. • • 3. In the event the District includes the Applicant's water allotment in the District's Application for a plan of augmentation, the Applicant acknowledges that execution of the subject contract constitutes waiver of any notice of the application for the plan for augmentation by the Water Referee or the Water Clerk under C.R.S. § 37-92-302(3)(c)(I). Applicant will provide such information and assistance, including testimony, as may be needed for judicial approval of the plan. The District makes no warranty that it will secure approval of the plan. The District may establish an augmentation plan fee to be paid by the holder of any Contract or amended. Contract to be included within a plan of augmentation to be filed by the District, which fee shall be payable in advance of the inclusion of such Contract or amended Contract in a District plan of augmentation and may be based on the District's good faith estimate of the anticipated expense of such plan of augmentation. If such augmentation plan fee paid by a Contract holder exceeds the Contract holder's prorata portion of the actual expenses incurred by the District in completing said plan of augmentation, the District shall refund such excess to the Contract holder. Conversely, if such augmentation plan fee paid by the Contract holder does not cover the Contract holder's prorata portion of the actual expenses incurred by the District in completing said plan of augmentation, then Applicant shall pay the remaining balance of its portion of the actual expenses upon the District's providing the holder with a statement for the same. To the extent that the District is caused additional costs because of objections filed specifically due to the inclusion of Applicant's Contract or amended Contract in the filing, such additional costs may be charged specifically to Applicant and not shared on a prorata basis by all Contractees. Except as herein expressly amended and modified, said Water Allotment Contract shall be and remain in full force and effect. Dated this ! ') day of M a r t.' , 2003. STATE OF COLORADO ) ) ss.. COUNTY OF GARFIELD ) By: ICANT: a. e -416r""'" -- Rex A. Coffutan Subscribed and sworn to before me by Rex A. Coffman this Lt._ day of , 2003. S my hand and official seal. ssion expires: 06f- kti (4lilIlNSSiOn Fxair•S 01113/n117 Notary Public The foregoing Amendment to Water Allotment Contract is approved by the Board of Directors of the Basalt Water Conservancy District on this 11th day of February, 2003. By: Attest: Barbara Mick, Secretary Basalt Water Conservancy District Arthur Bowles, President JOHN C. KEPHART & CO. RANi11 JUNCTIW iAuouAiouiEs --- 493 NONV0 AVENUE a PMONR: (170) 242-7410 • WAX: (970) 243-7235 A BRAND JUNCTION. COLOIIADO 61601 -- ANALYTICAL REPORT -- *crewed from Samuel ton Pump Co. Rerun Samuelson PO Box 297 Glenwood Springs, CO 81602 (970)945-6309, fax 947-9445 1902 Customer No. Laboraloiy No. _ Samplr Date Received 418/03 Lab number 1902 Sample ID Coffman Date Reported Total Coliform Bacteria 0 Co1/i0Om1 Nitrate(N) 0.00 mg/1 Nitrite(N) 0.00 mg/1 Di * crol ved Sol i d1a 826 mg, 1 5/7/03 wetter Limits for Ptlb 1 i c Supplies Col orado mutnt be 0 10 1 500 Lab liirectorx D. Bauer .00/LOofdl Peter &Mary _ Prebble 2465-06-2-02-006 5155 Rakigh Street Denver - Y Colorado 80212-2609 D4vid Rutledger 2465-06-2-02-003 3741 West 81st Place Westminster Colorado $0031 Verne Ryan 2465-06-2-02-135 —3935 Troost Avenue -_-.__ ' Kansas City Missouri 154110-1231 . Sanders Selby & 2465-06-2-02-076 3065 West Hawtbomc Place Denver Colorado 80221 Phyllis Caroline & Eric Smith c!o 2391-31-3-00-025 1747 Pennsylvania Avenue NW , Washington ' DC 1 20006 Smith & Suite 825 Metates LLP 1— Joseph & Lorene nueamaster2465-06-2-02-009 1094 South Steele Street Ij .. _ 1 --- �DenveT �CninraAA � it117nn.S121 aoartng roru 2391-31-3-00-0291 530 East Main Street Aspen Colorado 81611 Railroad Holding Authority _ St. Finbar Land Attention 2391-31-3-00-024 534 Hyman Avenue Aspen Colorado $1611-1955 Company Mort Heller IQ C a Carbondale Corp. + 2465-06-2-02-220 2000 South Colorado Denver Colorado 80222 Boulevard Tower Two Suite 1000 Carbondale Corp_ 12465-06-2-02-201 2000 South Colorado Denver Colorado 80222 Boulevard Tower Two Suite 1000 Carbondale Corp. 2465-06.2-02-212 2000 South Colorado r Denser Colorado 80222 Boulevard Tower Two Suite 1000 Carbondale Corp. 2465-06.2-02-200 2000 South Colorado Denver Boulevard Tower Two Suite 1000 I! c w w b U Z 4O ce S N g Cn c fti p� O n rna z.D It O O 1 OO 8 W lJ W 9NI11fSNO3 AOIIVW 01 EE80 9V8 OLE XVi IC CO ZOO./OL/ll Z00/Z00 DI o. S. m S y z A a g �o R 4 O � O zt a. O u a ft N as is au 9NI1108N00 h011VW 91 EE80 S176 016 XVi LE:00 ZOOZ/bl/ll Carbondale Corp. Carbondale Corp_ E I a i GI i gh A O 0 13 Carbondale Corp. Carbondale Corp. Carbondale Corp. g' O.a A i 1Yonre 1 Bureau of Land Mona ement U po l/i N 2465-06-2-02-188 f 2465-06-2-02-187 2465-06-2-02-132 aA VVI O Vii N •-.1 2465-06-2-02.014 1 hJ 41. W T 2 w Parcel Na 2000 South Colorado Boulevard Tower Two Suite _1000 2000 South Colorado -Boulevard Tower Two Suite 1000 2000 South Colorado Boulevard Tower Two Suite 1000 2000 South Colorado Boulevard Tower Two Suite 1000 2000 South Colorado Boulevard Tower Two Suite 1000 2000 South Colorado ~' Boulevard Tower Two Suite 1000 2000 South Colorado Boulevard Tower Two Suite 1000 2000 South Colorado Boulevard Tower Two Suite 1000 2000 South Colorado Boulevard Tower Two Suite 1000 O 3 Q. 1 Denver ii 1 1 Glenwood Springs Colorado 80222 Colorado 80222 a a a a a o $' �N1 N N NN N N t1 l N N to N N fii N N lit' o. 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