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HomeMy WebLinkAbout1.0 Application• y • • BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant to C.R.S. (1973) Section 3-28-101 (10) (a) - (d) as amended, and the Subdivision Regulations of Garfield County, Colorpdo, adopted April 23, 1984 Section 2:20.49, the undersigned T L n W , f3.e rs hen i respectfully petitions the Board of County Commissioners of Garfield County, Colorado, to exempt by Resolution the division of a. SS acre tract of land into tracts of approximately a , 9 / 2 r 31 2.3 / 4,27 .5 acres each, 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: )(fee cd o -se -7(. C�!' �' YIghCr' 4 4S _WAr IJ h a7.s i c SUBMITTAL REQUIREMENTS: An application which satisfied the review criteria must be submitted with all 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 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 C. Copy of the deed showing ownership by the applicant, or a letter from the property owner(s) if other than the applicant; and 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 minerals owners of record of the property to be exempted, and tenants of any structure proposed for conversion; and E. Evidence of the soil types and characteristics of each type; and 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 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 H. Narrative explaining why exemption is being requested; and 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. J. A $300.00 fee must be submitted with the application. 4t 0' ` 4etiti oner a8 3 RcL // Mailing Addres City - 737 ' State Telephone Number • • EXEMPTION APPLICABILITY The Board of County Commissioners has the discretionary power to exempt a division of land from the definition of subdivision and thereby from the procedure in these Regulations, provided the Board determines that such exemption will not impair or defeat the stated purpose of the Subdivision Regulations nor be detrimental to the general public welfare. The Board shall make exemption decisions in accordance with the requirements of these regulations. Following a review of the individual facts of each application in light of the requirements of these Regulations, the Board may approve, conditionally approve or deny an exemption. An application for exemption must satisfy, at a minimum, all of the review criteria listed below. Compliance with the review criteria, however, does not ensure exemption. The Board also may consider additional factors listed in Section 8:60 of the Subdivision Regulations. A. No more than a total of four (4) lots, parcels, interests or dwelling units will be created from any parcel, as that parcel was described in the records of the Garfield County Clerk and Recorder's Office on January 1, 1973, and is not a part of a recorded subdivision; however, any parcel to be divided by exemption that is split by a public right-of-way (State of Federal highway, County road or railroad) or natural feature, preventing joint use of the proposed tracts, and the division occurs along the public right-of-way or natural feature, such parcels thereby created may, at the discretion of the Board, not be considered to have been created by exemption with regard to the four (4) lot, parcel, interest or dwelling unit limitation otherwise applicable; and 13. All Garfield County zoning requirements will be met; and C. All lots created will have legal access to a public right-of-way and any necessary access easements have been obtained or are in the process of being obtained; and D. Provision has been made for an adequate source of water in terms of both the legal and physical quality, quantity and dependability, and a suitable type of sewage disposal to serve each proposed lot; and E. All state and local environmental health and safety requirements have been met or are in the process of being met; and F. Provision has been made for any required road or storm drainage improvements; and G. Fire protection has been approved by the appropriate fire district; and 1-1. Any necessary drainage, irrigation or utility easements have been obtained or are in the process of being obtained; and 1. School fees, taxes and special assessments have been paid; (The school impact fee is $200.00 for each lot created) PROCEDURES A. A request for exemption shall be submitted to the Board on forms provided by the Garfield County Planning Department. Two (2) copies of the application, maps and supplemental information shall be submitted. B. The Planning Department shall review the exemption request for completeness within eight (8) days of submittal. If incomplete, the application shall be withdrawn from consideration and the applicant notified of the additional information needed. If the • • application is complete, the applicant shall be notified in writing of the time and place of the Board of County Commissioners meeting at which the request shall be considered. In either case, notification shall occur within fifteen (150 days of submittal. C. Notice of the public meeting shall be mailed by certified mail, return receipt requested, to owners of record of land immediately adjoining and within 200 feet of the proposed exemption, to mineral owners and lessees of mineral owners of record of the land proposed for exemption, and to tenants of any structure proposed for conversion. The exemption site shall be posted clearly and conspicuously visible from a public right-of-way with notice signs provided by the Planning Department. All notices shall be mailed at least fifteen (15) and not more than thirty (30) days prior to the meeting. The applicant shall be responsible for mailing the notices and shall present proof of mailing at the meeting. D. At or within fifteen (1 5) days of the meeting, the Board shall approve, conditionally approve or deny the exemption request. The reasons for denial or any conditions of approval shall be set forth in the minutes of the meeting or in a written resolution. An applicant denied exemption shall follow the subdivision procedures in these regulations. • • Alan & Kathryn S. Nelson 2115 Road 117 Glenwood Springs, CO 81601 Peggy Jo Vidakovich & Randall Stenen Eis 2113 Road 117 Glenwood Springs, CO 81601 Elzie John & Cynthia L. Rippy 2111 Road 117 Glenwood Springs, CO 81601 Kevin F. & Marian R. Leonard 3397 Road 117 Glenwood Springs, CO 81601 McClellan Properties Partnership 3201 Road 117 Glenwood Springs, CO 81601 A. William Stark 3165 Road 117 Glenwood Springs, C 81601 Granville W. & Glenda L. Farnum 0101 Van Dorn Road Glenwood Springs, CO 81601 Howard H. & Pamela A. Irion 0107 Van Dorn Road Glenwood Springs, CO 81601 William M. Zilm 90 Sunlight Dr. Glenwood Springs, CO 81601 William E. Prehm, Edmund A. Prehm & Isabelle Prehm 916 Bennett Avenue Glenwood Springs, CO 81601 1/11 LLC 4419 Highway 82 Glenwood Springs, CO 81601 M -R Colorado Investors, Inc. ATT: Mailco Development 2500 N. Military TRL, Suite 175 Boca Raton, FL 33431-6306 Glenwood Land Co. LLC c/o Robert MacGregor 525 E. Cooper St. Aspen, CO 81611 Bureau of Land Management ND, O.'moox p007 -leht000ct, 5cr;,13s, CU ---1007 Paiit-to ot.1447111 z77 i 20l /'7' H1 i i 1 I I t i it Bef-',5k en t tit i ' 1 III 1 ql Ili ; 1 ill SOiE! i 1 iii 111 :4' 1 a IL SURVEY INFORMA.TION il i = lit ,:. i til til i 7 li 11 E :11. 1 it tt t.„ 3 :7; 1Ili. i `i If t f--7; This information provided to you : thru E1 I MOUNT SOPRIS SOIL CONSERVATION DISTICT Ri _.. ; i 1 ii 1 7 If: :i and distributed by : ; E if :E 1E ! i.• : !E. USDA Natural Resources ti , ti! ; ; !! mg/ Illr...11111 Conservation Service 1 , ; it ill i i ii II' i .. , E„ i! 1! 1 ii i i iil It ! t lit iii f , tit w 10 • • �o,v 7 -eek l OesLr:arks Included with this soil in mapping are small areas of Detra soils and Rock outcrop. These areas make up about 5 to 10 percent of the map unit. Permeability is moderately slow, and available water capacity is high. The effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for wildlife habitat and limited grazing. The native vegetation on this soil is mainly Gambei oak, serviceberry, elk sedge, and bromes. When range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, Kentucky bluegrass, undesirable weeds, and annual plants are abundant. Properly managing grazing main- tains and improves range condition. Mule deer, elk, cottontail rabbit, wild turkey, and blue grouse find habitat on this soil. Community development and sanitary facilities are lim- ited by steep slopes and low strength. This soil is in capability subclass Vile, nonirrigated. 2—Arle-Ansari-Rock outcrop complex, 12 to 65 percent slopes. This complex consists of strongly slop- ing to steep soils and Rock outcrop on mountainsides and sloping alluvial fans. Elevation ranges from 5,500 to 7,500 feet. The soils formed in alluvium derived from red -bed shale and sandstone. The average annual pre- cipitation is about 16 inches, the average annual air temperature is about 42 degrees F, and the average frost -free period is about 100 days. The Arle soil makes up about 45 percent of the com- plex, the Ansari 'soil makes up about 35 percent, and Rock outcrop makes up about 20 percent. The Arle soil is moderately deep and well drained. Typically, the surface layer is reddish brown very stony loam about 10 inches thick. The subsoil and substratum are reddish brown very stony loam about 22 inches thick. Soft reddish brown sandstone and shale are at a depth of 32 inches. Permeability of the Arle soil is moderate, and available water capacity is low. Effective rooting depth is about 20 to 40 inches. Surface runoff is medium, and the erosion hazard is severe. The Ansari soil is shallow and well drained. Typically, the surface layer is reddish brown loam about 10 inches thick. The substratum is reddish brown stony loam. Bed- rock is hard, reddish brown sandstone. Permeability of the Ansari soil is moderate, and availa- ble water capacity is low. Effective rooting depth is about 10 to 20 inches. Surface runoff is rapid, and the erosion hazard is severe. Rock outcrop is mainly red sandstone. This complex is used mainly for grazing and wildlife habitat. The native vegetation on the Arle soil is mainly wheat - grass, Indian ricegrass, mountainmahogany, and sage - SOIL SURVEY brush. The native vegetation on the Ansari soil is mainly Indian ricegrass, wheatgrass, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Mule deer, rabbit, and grouse find habitat on these soils. Use of this complex for community development or as a source of construction material is limited mainly by depth to rock, steep slopes, thin layers of borrow materi- al, and large stones. Special design can overcome these limitations. Drainage and structures to control runoff from snowmelt reduce erosion around construction sites and roads. This complex is in capability subclass Vile, nonirrigat- ed. 3—Arvada loam, 1 to 6 percent slopes. This deep, well drained, sloping soil is on fans and high terraces (fig. 4). Elevation ranges from 5,100 to 6,200 feet. This soil formed in highly saline alluvium derived from sand- stone and shale. The average annual precipitation is about 12 inches, the average annual air temperature is about 48 degrees F, arid the average frost -free period is about 120 days. Typically, the surface layer is strongly alkaline or very strongly alkaline, pale brown loam about 3 inches thick. The subsoil is brown silty clay loam about 14 inches thick. The substratum is light brown or brown silty clay loam to a depth of 60 inches. Included with this soil in mapping are small areas of Limon, Kim, Heldt, and Wann soils. Also included are some soils that are high in silt. Permeability is very slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Organic matter content of the surface layer is low. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for wildlife habitat, limited grazing, and some irrigated farming. Irrigated crops produce very poorly because the soil takes water in very slowly and is droughty. Leaching is needed to remove excess salts if this soil is to be irrigat- ed. Soil amendments containing sulphur are helpful in leaching the salt. The native vegetation on this soil is mainly saltgrass, alkali sacaton, and greasewood. When range condition deteriorates, forbs and shrubs increase. Properly managing grazing maintains and im- proves range condition. Seeding improves range in poor condition. Western wheatgrass, alkali sacaton, and tall wheatgrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Irrigat- ing new seedings is necessary for successful establish- • 36 more. Organic matter content is high. Surface runoff is slow, and the erosion hazard is slight. This soil is occa- sionally flooded for brief periods between April and Sep- tember. This soil is used mainly for grazing, wildlife habitat, and limited irrigated hay. Good management of water and fertilizer maintains or improves the production of native hay. The native vegetation on this soil is mainly wildrye, wheatgrass, needlegrass, and small amounts of forbs and shrubs. When range condition deteriorates, dandelion, yarrow, rabbitbrush, big sagebrush, and Kentucky bluegrass in- crease. Properly managing grazing maintains and im- proves range condition. Basin wildrye, slender wheat - grass, and western wheatgrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Fencing protects this more productive soil. This soil is lower than surrounding soils and usually con- tains the water supply for livestock. Reducing brush im- proves the range. Mule deer, snowshoe hare, elk, coyote, and blue grouse find habitat on this soil. Community development is limited by flooding. This soil is a good source of topsoil. This soil is in capability subclass Vle, nonirrigated. 64—Tanna silty clay loam, 25 to 45 percent slopes. This moderately deep, well drained soil is on mountain- sides. Elevation ranges from 6,500 to 7,600 feet. This soil formed in material weathered from shale. The aver- age annual precipitation is about 17 inches, the average annual air temperature is about 43 degrees F, and the average frost -free period is about 100 days. Typically, the surface layer is grayish brown silty clay loam about 9 inches thick. The subsoil is light brownish gray clay and light gray silty clay about 15 inches thick. The substratum is light gray channery clay loam about 6 inches thick. Weathered shale is at a depth of 30 inches. Included with this soil in mapping are small areas of Dollard clay and shale outcrop on steep and very steep mountainsides. These areas make up 10 to 15 percent of the map unit. Permeability is slow, and available water capacity is low. Effective rooting depth is 20 to 40 inches. Surface runoff is rapid, and the erosion hazard is severe. This soil is used mainly for wildlife habitat and limited grazing. The native vegetation on this soil is mainly Gambel oak, serviceberry, snowberry, and elk sedge. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, Kentucky bluegrass, weeds, and annual plants are numerous. Properly managing grazing maintains and improves range condition. Mule deer, wild turkey, and cottontail rabbit find habitat on this soil. • SOIL SURVEY Use of this soil for community development, for sani- tary facilities, and as a source of construction material is limited by steep slopes, high clay content, low strength, depth to bedrock and shrink -swell potential. Road con- struction and building foundations can be designed to reduce the effects of shrinking and swelling. A good drainage system reduces soil slumping. This soil is in capability subclass Vile, nonirrigated. 65—Torrifluvents, nearly level. This broadly defined unit consists of deep, well drained to somewhat poorly drained, nearly level soils on flood plains adjacent to the Colorado and Roaring Fork Rivers and their major tribu- taries. Slope is 0 to 6 percent. The soils formed in alluvium. These soils are stratified and vary widely in texture and depth. The surface layer ranges from loamy sand and fine sandy loam to silty loam and clay loam. The underlying layers are generally sandy loam or loam strati- fied with sand, gravel, and cobbles. In some areas gravel and cobbles are on or near the surface. The water table fluctuates between depths of 2 and 4 feet and in some years is near the surface during spring runoff from snowmelt. These soils are subject to brief, occasional flooding late in spring and early in summer. Included in mapping are small isolated areas of Wann soils that have slopes of 1 to 3 percent. Small areas of soils that are moderately to severely affected by alkali are identified by an alkali spot symbol. Small, isolated areas where water stands at or near the surface all year are identified by wet spot and marsh spot symbols. These areas make up 15 percent of the map unit. These soils are used for wildlife habitat, recreation, and some grazing. The native vegetation is mainly cottonwood, willow, tamarisk and water -tolerant grasses, sedges, and rushes. In many areas these soils are suited to production of Fremont cottonwood. The soils are capable of producing 230 board feet of timber per acre from a fully stocked, even -aged stand of 40 -year-old trees. Where these soils are accessible, they provide shelter and forage for livestock. Mule deer, cottontail rabbit, coyote, bobcat, ducks, geese, and other native birds find food and shelter on these soils. Where feasible, planting food plots, trees and shrubs, and nesting cover enhances the habitat for upland wildlife. Where the water table is high, open water for waterfowl and fish can be developed by blast- ing or by excavating. These soils have potential for recreation. Wildlife is abundant, and the nearby rivers can be used for rafting and canoeing. Community development is very limited by flooding, the seasonal high water table, and variable texture. Onsite investigation is necessary. These soils are in capability subclass Vllw, nonirrigat- ed. U.S, DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • PHYSICAL PROPERTIES OF SOILS Subdivision review soil information • PAGE 1 OF 4 08/9/96 (Entries under "Erosion factors --T" apply to the entire profile. Entries under "Wind erodibility grcup and "Wind erodability index" apply only to the surface layer) Map symbol Depth and soil name ;Erosion factors:Wind ;Wind Clay ; Moist Perinea- ;Available; Shrink- ;Organic; ;erodi-;eradi- bulk bility ; water swell ; matter; ;bility;bility density ;capacity potential; K Kf ; T ;group ;index In 2: Arle- 0-10 10-32 32-36 Ansa"i 0-10 10-18 18-22 Rock Outcrop---- 0-60 Pct g/cc ; In/hr 15-25;1.25-1.40; 0.60-6.00 10-25;1.25-1.50 0.60-6.00 --- 0.00-2.00 18-25 16-20 65: Torrifluvents--- 0-36 15-26 36-60 ; 0-3 1.25-1.40 1.25-1.40 0.60-2.00 0.60-6.00 0.00-0.20 1.35-1.40 0.60-2.00 1.50-1.65; >20.00 In/in 0.07-0.09;Low 0.05-0.09;Low 0.14-0.17:Low 0.10-0.13:Low 0.16-0.20;Low 0.04-0.06; Low Pct ;2.0-4.0: 0.10; 0,24 ;0.5-1.0; 0.10; 0.32 2.0-4.0 1.0-2.0 0.24 0.15 0.24 0.28 0.5-1.0; 0.37; 0.37 ;0.0-0.5: 0.20; 0.20 3 1 3 8 ; --- 4L ' 86 8 --- 4L 86 U.S: DEPARTMENT OF AGRICULTURE • PAGE 2 OF 4 NATURAL RESOURCES CONSERVATION SERVICE 08/9/96 PHYSICAL PROPERTIES OF SOILS Endnote -- PHYSICAL PROPERTIES OF SOILS This report shows estimates of some characteristics and features that affect soil behavior. These estimates are given for the major layers of each soil in the survey area. The estimates are based on field observations and on test data for these and similar soils. CLAY as a soil separate consists of mineral soil particles that are less than 0.002 millimeter in diameter. In this report, the estimated clay content of each major soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. The amount and kind of clay greatly affect the fertility and physical condition of the soil. They determine the ability of the soil to adsorb cations and to retain moisture. They influence shrink -swell potential, permeability, plasticity, the ease of soil dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage anc earthmoving operations. MOIST BULK DENSITY is the weight of soil (ovendry) per unit volume. Volume is measured when the soil is at field moisture capacity, the moisture content at 1/3 bar moisture tension. Weight is determined after drying the soil at 105 degrees C. In this report, the estimated moist bulk density of each major soil horizon is expressed in grams per cubic centimeter of soil material that is less than 2 millimeters in diameter. Bulk density data are used to compute shrink -swell potential, available water capacity, total pore space, and other soil properties. The moist bulk density of a soil indicates the pore space available for water and roots. A bulk density of more than 1.6 can restrict water storage and root penetration. Moist bulk density is influenced by texture, kind of clay, content of organic matter, and soil structure. PERMEABILITY refers to the ability of a soil to transmit water or air. The estimates indicate the rate of downward movement of water when the soil is saturated. They are based on soil characteristics observed in the field, particularly structure, porosity, and texture. Permeability is considered in the design of soil drainage systems, septic tank absorption fields, and construction where the rate of water movement under saturated conditions affects behavior. AVAILABLE WATER CAPACITY refers to the quantity of water that the soil is capable of storing for use by plants. The capacity for water storage is given in inches of water per inch of soil for each major soil layer. The capacity varies, depending on soil properties that affect the retention of water and the depth of the root zone. The most important properties are the content of organic matter, soil texture, bulk density, and soil structure. Available water capacity is an important factor in the choice of plants or crops to be grown and in the design and management of irrigation systems. Available water capacity is not an estimate of the quantity of water actually available to plants at any given time. SHRINK -SWELL POTENTIAL is the potential for volume change in a soil with a loss or gain of moisture. Volume change occurs mainly because of the interaction of clay minerals with water and varies with the amount and type of clay minerals in the soil. The size of the load on the soil and the magnitude of the change in soil moisture content influence the amount of swelling of soils in place. Laboratory measurements of swelling of undisturbed clods were made for many soils. For others, swelling was estimated on the basis of the kind and amount of clay minerals in the soil and on measurements of similar soils. If the shrink -swell potential is rated moderate to very high, shrinking and swelling can cause damage to buildings, roads, and other structures. Special design is often needed. Shrink -swell potential classes are based on the change in length of an unconfined clod as moisture content is increased from air-dry to field capacity. The change is based on the soil fract:.on less than 2 millimeters in diameter. The classes are "Low," a change of less than 3 percent; "Moderate," 3 to 6 percent; and "High," more than 6 percent. "Very high," greater than 9 percent, is sometimes used. 1111 U.S; DEPARTMENT OF AGRICULTURE • PAGE 3 OF 4 NATURAL RESOURCES CONSERVATION SERVICE 08/9/96 PHYSICAL PROPERTIES OF SOILS Endnote -- PHYSICAL PROPERTIES OF SOILS --Continued ORGANIC MATTER is the plant and animal residue in the soil at various stages of decomposition. In report J, the estimated content of organic matter is expressed as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. The content of organic matter in a soil can be maintained or increased by returning crop residue to the soil. Organic matter affects the available water capacity, infiltration rate, and tilth. It is a source of nitrogen and other nutrients for crops. EROSION FACTOR K indicates the susceptibility of the whole soil (including rocks and rock fragments) to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter (up to 4 percent) and on soil structure and permeability. Values of K range from 0.05 to 0.69. The higher the value, the more susceptible the soil is to sheet and rill erosion by water. EROSION FACTOR Kf is like EROSION FACTOR K but it is for the fine -earth fraction of the soil. Rocks and rock fragments are not considered. EROSION FACTOR T is an estimate of the maximum average annual rate of soil erosion by wind or water that can occur without affecting crop productivity over a sustained period. The rate is in tons per acre per year. WIND ERODIBILITY GROUPS are made up of soils that have similar properties affecting their resistance to wind erosion in cultivated areas. The groups indicate the susceptibility of soil to wind erosion. Soils are grouped according to the following distinctions: 1. Coarse sands, sands, fine sands, and very fine sands. These soils are generally not suitable for crops. They are extremely erodible, and vegetation is difficult to establish. 2. Loamy coarse sands, loamy sands, loamy fine sands, loamy very fine sands, and sapric soil material. These soils are very highly erodible. Crops can be grown if intensive measures to control wind erosion are used. 3. Coarse sandy loams, sandy loams, fine sandy loams, and very fine sandy loams. These soils are highly erodible. Crops can be grown if intensive measures to control wind erosion are used. 4L. Calcareous loans, silt loams, clay loams, and silty clay loans. These soils are erodible. Crops can be grown if intensive measures to control wind erosion are used. 4. Clays, silty clays, noncalcareous clay loams, and silty clay loams that are more than 35 percent clay. These soils are moderately erodible. Crops can be grown if measures to control wind erosion are used. U.S., DEPARTMENT OF AGRICULTURE • • PAGE 4 OF 4 NATURAL RESOURCES CONSERVATION SERVICE 08/9/96 PHYSICAL PROPERTIES OF SOILS Endnote -- PHYSICAL PROPERTIES OF SOILS --Continued 5. Noncalcareous loams and silt loams that are less than 20 percent clay and sandy clay loams, sandy clays, and hemic soil material. These soils are slightly erodible. Crops can be grown if measures to control wind erosion are used. 6. Noncalcareous loams and silt loams that are more than 20 percent clay and noncalcareous clay loams that are less than 35 percent clay. These soils are very slightly erodible. Crops can be grown if ordinary measures to control wind erosion are used. 7. Silts, noncalcareous silty clay loams that are less than 35 percent clay, and fibric soil material. These soils are very slightly erodible. Crops can be grown if ordinary measures to control wind erosion are used. 8. Soils that are not subject to wind erosion because of coarse fragments on the surface or because of surface wetness. The WIND ERODIBILITY INDEX is used in the wind erosion equation (WEQ). The index number indicates the amount of soil lost in tons per acre per year. The range of wind erodibility index numbers is 0 to 300. U.S: DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE WILDLIFE HABITAT Subdivision review soil information • PAGE 1 OF 3 08;9/96 Potential for habitat elements Map symbol Grain ; Wild and soil name ; and ;Grasses; herba- seed ; and ceous crops ;legumes; plants I I 2: Arle ;VERY ;VERY ;FAIR POOR ; POOR 1 1 I I 1 Hard- wood trees Conif-;Shrubs;Wetland erous; plants plants; 'FAIR Ansari ;VERY ;VERY POOR ;POOR POOR ; POOR I I I I Rock Outcrop ;VERY ;VERY VERY ;VERY VERY VERY POOR ; POOR POOR ' POOR POOR ; POOR I I I I I I I I I I I 65: I I I I I I Torrifluvents;VERY ;VERY ;FAIR ; --- ;POOR POOR ; POOR I I I 1 I 1 I I I I Shallow water areas Potential as habitat for -- Open- Wood- ; Range- land land ;Wetland; land wild- wild- ; wild- wild- life life ; life ; life VERY VERY POOR POOR POOR VERY VERY VERY POOR POOR POOR VERY VERY VERY POOR POOR POOR POOR FAIR POOR I I � I I I I I ;VERY ;FAIR POOR I I ;VERY POOR POOR VERY ;VERY VERY POOR I POOR POOR I I I I 'POOR ;POOR I I U.S.,DEPARTMENT OF AGRICULTURE • • PAGE 2 OF 3 NATURAL RESOURCES CONSERVATION SERVICE 08/9/96 WILDLIFE HABITAT Endnote -- WILDLIFE HABITAT Soils affect the kind and amount of vegetation that is available to wildlife as food and cover. They also affect the construction of water impoundments. The kind and abundance of wildlife depend largely on the amount and distribution of food, cover, and water. Wildlife habitat can be created or improved by planting appropriate vegetation, by maintaining the existing plant cover, or by promoting the natural establishment of desirable plants. In this report the soils are rated according to their potential for providing habitat for various kinds of wildlife. This information can be used in planning parks, wildlife refuges, nature study areas, and other developments for wildlife; in selecting soils that are suitable for establishing, improving, or maintaining specific elements of wildlife habitat; and in determining the intensity of management needed for each element of the habitat. The potential of the soil is rated "Good," "Fair," "Poor," or "Very poor." A rating of "Good" indicates that the element or kind of habitat is easily established, improved, or maintained. Few or no limitations affect management, and satisfactory results can be expected. A rating of "Fair" indicates that the element or kind of habitat can be established, improved, or maintained in most places. Moderately intensive management is required for satisfactory results. A rating of "Poor" indicates that limitations are severe for the designated element or kind of habitat. Habitat can be created, improved, or maintained in most places, but management is difficult and must be intensive. A rating of "Very poor" indicates that restrictions for the element or kind of habitat are very severe and that unsatisfactory results can be expected. Creating, improving, or maintaining habitat is impractical or impossible. The elements of wildlife habitat are described in the following paragraphs. GRAIN AND SEED CROPS are domestic grains and seed -producing herbaceous plants. Soil properties and features that affect the growth of grain and seed crops are depth of the root zone, texture of the surface layer, available water capacity, wetness, slope, surface stoniness, and flood hazard. Soil temperature and soil moisture are also considerations. Examples of grain and seed crops are corn, wheat, oats, and barley. GRASSES AND LEGUMES are domestic perennial grasses and herbaceous legumes. Soil properties and features that affect the growth of grasses and legumes are depth of the root zone, texture of the surface layer, available water capacity, wetness, surface stoniness, flood hazard, and slope. Soil temperature and soil moisture are also considerations. Examples of grasses and legumes are fescue, lovegrass, bromegrass, clover, and alfalfa. WILD HERBACEOUS PLANTS are native or naturally established grasses and forbs, including weeds. Soil properties and features that affect the growth of these plants are depth of the root zone, texture of the surface layer, available water capacity, wetness, surface stoniness, and flood hazard. Soil temperature and soil moisture are also considerations. Examples of wild herbaceous plants are bluestem, goldenrod, beggarweed, wheatgrass, and grama. HARDWOOD TREES and woody understory produce nuts or other fruit, buds, catkins, twigs, bark, and foliage. Soil properties and features that affect the growth of hardwood trees and shrubs are depth of the root zone, available water capacity, and wetness. Examples of these plants are oak, poplar, cherry, sweetgum, apple, hawthorn, dogwood, hickory, blackberry, and blueberry. Examples of fruit -producing shrubs that are suitable for planting on soils rated are Russian -olive, autumn -olive, and crabapple. CONIFEROUS PLANTS furnish browse and seeds. Soil properties and features that affect the growth of coniferous trees, shrubs, and ground cover are depth of the root zone, available water capacity, and wetness. Examples of coniferous plants are pine, spruce, fir, cedar, and juniper. SHRUBS are bushy woody plants that produce fruit, buds, twigs, bark, and foliage. Soil properties and features that affect the growth of shrubs are depth of the root zone, available water capacity, salinity, and soil moisture. Examples of shrubs are mountainmahogany, bitterbrush, snowberry, and big sagebrush. U.S.,DEPARTMENT OF AGRICULTURE • PAGE 3 OF 3 NATURAL RESOURCES CONSERVATION SERVICE 08/9/96 WILDLIFE HABITAT Endnote -- WILDLIFE HABITAT --Continued WETLAND PLANTS are annual and perennial wild herbaceous plants that grow on moist or wet sites. Submerged or floating aquatic plants are excluded. Soil properties and features affecting wetland plants are texture of the surface layer, wetness, reaction, salinity, slope, and surface stoniness. Examples of wetland plants are smartweed, wild millet, wildrice, saltgrass, cordgrass, rushes, sedges, and reeds. SHALLOW WATER AREAS have an average depth of less than 5 feet. Some are naturally wet areas. Others are created by dams, levees, or other water -control structures. Soil properties and features affecting shallow water areas are depth to bedrock, wetness, surface stoniness, slope, and permeability. Examples of shallow water areas are marshes, waterfowl feeding areas, and ponds. The habitat for various kinds of wildlife is described in the following paragraphs. HABITAT FOR OPENLAND WILDLIFE consists of cropland, pasture, meadows, and areas that are overgrown with grasses, herbs, shrubs, and vines. These areas produce grain and seed crops, grasses and legumes, and wild herbaceous plants. Wildlife attracted to these areas include bobwhite quail, pheasant, meadowlark, field sparrow, cottontail, and red fox. HABITAT FOR WOODLAND WILDLIFE consists of areas of deciduous plants or coniferous plants or both and associated grasses, legumes, and wild herbaceous plants. Wildlife attracted to these areas include wild turkey. ruffed grouse, woodcock, thrushes, woodpeckers, squirrels, gray fox, raccoon, deer, and bear. HABITAT FOR WETLAND WILDLIFE consists of open, marshy or swampy shallow water areas. Some of the wildlife attracted to such areas are ducks, geese, herons, shore birds, muskrat, mink, and beaver, HABITAT FOR RANGELAND WILDLIFE consists of areas of shrubs and wild herbaceous plants. Wildlife attracted to rangeland include antelope, deer, sage grouse, meadowlark, and lark bunting. U.SDEPARTMENT OF AGRICULTURE . • PAGE 1 OF 3 NATURAL RESOURCES CONSERVATION SERVICE 08/9/96 WATER FEATURES Subdivision review soil information Map symbol ;Hydro - and soil name ; logic ;group Flooding High water table and ponding Frequency Duration Months Water table depth 2: Arle Ansari Rock Outcrop 65: Torrifluvents C None D None D None D Occasional Ft >6.0 >6.0 >6.0 Kind of Months Ponding water table duration Maximum ponding depth Brief APR -JUN ; 1.0-3.0 ;Apparent Apr -Sep Ft U.S.,DEPARTMENT OF AGRICULTURE • •PAGE 2 OF 3 NATURAL RESOURCES CONSERVATION SERVICE 08/9/96 WATER FEATURES Endnote -- WATER FEATURES This report gives estimates of various soil water features. The estimates are used in land use planning that involves engineering considerations. Hydrologic soil groups are used to estimate runoff from precipitation. Soils not protected by vegetation are assigned to one of four groups. They are grouped according to the infiltration of water when the soils are thoroughly wet and receive precipitation from long -duration storms. The four hydrologic soil groups are: Group " A". Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group "8". Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group "C". Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group "0". Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a permanent high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to two hydrologic groups in this report, the first letter is for drained areas and the second is for undrained areas. Flooding, the temporary inundation of an area, is caused by overflowing streams, by runoff from adjacent slopes, or by tides. Water standing for short periods after rainfall or snowmelt is not considered flooding, nor is water in swamps and marshes. This report gives the frequency and duration of flooding and the time of year when flooding is most likely. Frequency, duration, and probable dates of occurrence are estimated. Frequency is expressed as "None", "Rare", "Occasional", and "Frequent". "None" means that flooding is not probable; "Rare" that it is unlikely but possible under unusual weather conditions; "Occasional" that it occurs, on the average, once or less in 2 years; and "Frequent" that it occurs, on the average, more than once in 2 years. Duration is expressed as 'Very brief" if less than 2 days, "Brief" if 2 to 7 days, "Long" if 7 to 30 days, and "Very long" if more than 30 days. The information is based on evidence in the soil profile, namely thin strata of gravel, sand, silt, or clay deposited by floodwater; irregular decrease in organic matter content with increasing depth; and absence of distinctive horizons that form in soils that are not subject to flooding. Also considered are local information about the extent and levels of flooding and the relation of each soil on the landscape to historic floods. U.S: DEPARTMENT OF AGRICULTURE • • PAGE 3 OF NATURAL RESOURCES CONSERVATION SERVICE 08/9/96 WATER. FEATURES Endnote -- WATER FEATURES --Continued Information on the extent of flooding based on soil data is less specific than that provided by detailed engineering surveys that delineate flood -prone areas at specific flood frequency levels. High water table (seasonal) is the highest level of a saturated zone in the soil in most years. The depth to a seasonal high water table applies to undrained soils. The estimates are based mainly on the evidence of a saturated zone, namely grayish colors or mottles in the soil. Indicated in this report are the depth to the seasonal high water table; the kind of water table, that is, "Apparent", "Artesian". or "Perched": and the months of the year that the water table commonly is high. A water table that is seasonally high for less than 1 month is not indicated in this report. An Apparent" water table is a thick zone of free water in the soil. It is indicated by the level at which water stands in an uncased borehole after adequate time is allowed for adjustment in the surrounding soil. An "Artesian" water table exists under a hydrostatic beneath an impermeable layer. When the impermeable layer has been penetrated by a cased borehole, the water rises. The final level of the water in the cased borehole is characterized as an artesian water table. A "Perched" water table is water standing above an unsaturated zone. In places an upper, or "Perched", water table is separated from a lower one by a dry zone. Only saturated zones within a depth of about 6 feet are indicated. Ponding is standing water in a closed depression. The water is removed only by deep percolation. transpiration, evaporation, or a combination of these processes. This report gives the depth and duration of ponding and the time of year when ponding is most likely. Depth, duration, and probable dates of occurrence are estimated. Depth is expressed as the depth of ponded water in feet above the soil surface. Duration is expressed as "Very brief" if less than 2 days, "Brief" if 2 to 7 days, "Long" if 7 to 30 days, and "Very long" if more than 30 days. The information is based on the relation of each soil on the landscape to historic ponding and on local information about the extent and levels of ponding. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • SOIL FEATURES Subdivision review soil information • 1 OF 2 08/9/96 Bedrock ; Cemented pan Subsidence ; Risk of corrosion ' Potential � I � Map symbol ; ; ; ; ;frost action and soil name Depth 'Hardness; Depth Kind ;Initial; Total I I I 2: Arle In In In In 20-40 ; Soft ; ;Low I I I � i I Ansari 10-20 ; Hard ;Low I I 1 I Rock Outcrop--- - Soft ;None I I I I I I I I I I 65: ' I I I I I Torrifluvents>60 ;Low ;High ;Moderate I I 1 1 Uncoated steel Concrete Moderate ;Low High ;Low U.S.'DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE Endnote -- SOIL FEATURES • SOIL FEATURES 2 OF 2 08/9/96 This report gives estimates of various soil features. The estimates are used in land use planning that involves engineering considerations. Depth to bedrock is given if bedrock is within a depth of 5 feet. The depth is based on many soil borings and on observations during soil mapping. The rock is either "Soft" or "Hard". If the rock is "Soft" or fractured, excavations can be made with trenching machines, backhoes, or small rippers. If the rock is "Hard" or massive, blasting or special equipment generally is needed for excavation. Cemented pans are cemented or indurated subsurface layers within a depth of 5 feet. Such pans cause difficulty in excavation. Pans are classified as "Thin" or "Thick". A "Thin' pan is less than 3 inches thick if continuously indurated or less than 18 inches thick if discontinuous or fractured. Excavations can be made by trenching machines, backhoes, or small rippers. A "Thick" pan is more than 3 inches thick if continuously indurated or more than 18 inches thick if discontinuous or fractured. Such a pan is so thick or massive that blasting or special equipment is needed in excavation. Subsidence is the settlement of organic soils or of saturated mineral soils of very low density. Subsidence results from either desiccation and shrinkage or oxidation of organic material, or both, following drainage. Subsidence takes place gradually, usually over a period of several years. This report shows the expected initial subsidence, which usually is a result of drainage, and total subsidence, which usually is a result of oxidation. Not shown in the report is subsidence caused by an imposed surface load or by the withdrawal of ground water throughout an extensive area as a result of lowering the water table. Potential frost action is the likelihood of upward or lateral expansion of the soil caused by the formation of segregated ice lenses (frost heave) and the subsequent collapse of the soil and loss of strength on thawing. Frost action occurs when moisture moves into the freezing zone of the soil. Temperature, texture, density, permeability, content of organic matter, and depth to the water table are the most important factors considered in evaluating the potential for frost action. It is assumed that the soil is not insulated by vegetation or snow and is not artificially drained. Silty and highly structured clayey soils that have a high water table in winter are the most susceptible to frost action. Well drained, very gravelly, or very sandy soils are the least susceptible. Frost heave and low soil strength during thawing cause damage mainly to pavements and other rigid structures. Risk of corrosion pertains to potential soil -induced electrochemical or chemical action that dissolves or weakens uncoated steel or concrete. The rate of corrosion of uncoated steel is related to such factors as soil moisture, particle -size distribution, acidity, and electrical conductivity of the soil. The rate of corrosion of concrete is based mainly on the sulfate and sodium content, texture, moisture content, and acidity of the soil. Special site examination and design may be needed if the combination of factors creates a severe corrosion environment. The steel installations that intersect soil boundaries or soil layers is more susceptible to corrosion than steel in installations that are entirely within one kind of soil or within one soil layer. For uncoated steel, the risk of corrosion, expressed as "Low", "Moderate", or "High", is based on soil drainage class, total acidity, electrical resistivity near field capacity, and electrical conductivity of the saturation extract. For concrete, the risk of corrosion is also expressed as "Low", "Moderate", or "High". It is based on soil texture, acidity, and amount of sulfates in the saturation extract. U.S,. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • SANITARY FACILITIES Subdivision review soil information • PAGE 1 OF 3 08/9/96 (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation) Map symbol and soil name Septic tank absorption fields Sewage lagoon areas Trench sanitary landfill Area sanitary landfill 2: Arle Ansari Severe: depth to rock, slope Severe: depth to rock, slope Rock Outcrop ----;Severe: depth to rock, slope 65: Torrifluvents--- Severe: flooding, wetness, poor filter Severe: seepage, depth to rock, slope Severe: seepage, depth to rock, slope Severe: depth to rock, slope Severe: seepage, flooding, wetness :Severe: depth to rock, slope, large stones ;Severe: depth to rock, seepage, ' slope ;Severe: depth to rock, slope ;Severe: flooding, wetness :Severe: slope Severe: depth to rock, slope Severe: depth to rock, slope Severe: flooding, wetness Daily cover for landfill Poor: depth to rock. small stones, slope Poor: depth to rock, large stones, slope Poor: depth to rock, slope :Poor: wetness, thin layer U.S.'DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE Endnote -- SANITARY FACILITIES • SANITARY FACILITIES PAGE 2 OF 3 08/9/96 This report shows the degree and kind of soil limitations that affect septic tank absorption fields, sewage lagoons, and sanitary landfills. The limitations are considered "Slight" if soil properties and site features generally are favorable for the indicated use and limitations are minor and easily overcome; "Moderate" if soil properties or site features are not favorable for the indicated use and special planning, design, or maintenance is needed to overcome or minimize the limitations; and "Severe" if soil properties or site features are so unfavorable or so difficult to overcome that special design, significant increases in construction costs, and possibly increased maintenance are required. This report also shows the suitability of the soils for use as daily cover for landfills. A rating of "Good" indicates that soil properties and site features are favorable for the use and good performance and low maintenance can be expected; "Fair" indicates that soil properties and site features are moderately favorable for the use and one or more soil properties or site features make the soil less desirable than the soils rated "Good": and "Poor" indicates that one or more soil properties or site features are unfavorable for the use and overcoming the unfavorable properties requires special design, extra maintenance, or costly alteration. SEPTIC TANK ABSORPTION FIELDS are areas in which effluent from a septic tank is distributed into the soil through subsurface tiles or perforated pipe. Only that part of the soil between depths of 24 to 72 inches is evaluated. The ratings are base on soil properties, site features, and observed performance of the soils. Permeability, a high water table, depth to bedrock or to a cemented pan, and flooding affect absorption of the effluent. Large stones and bedrock or a cemented pan interfere with installation. Unsatisfactory performance of septic tank absorption fields, including excessively slow absorption of effluent, surfacing of effluent, and hillside seepage, can affect public health. Groundwater can be polluted if highly permeable sand and gravel or fractured bedrock is less than 4 feet below the base of the absorption field, if slope is excessive, or if the water table is near the surface. There must be unsaturated soil material beneath the absorption field to filter the effluent effectively. Many local ordinances require that this material be of a certain thickness. SEWAGE LAGOONS are shallow ponds constructed to hold sewage while aerobic bacteria decompose the solid and liquid wastes. Lagoons should have a nearly level floor surrounded by cut slopes or embankments of compacted soil. Lagoons generally are designed to hold the sewage within a depth of 2 to 5 feet. Nearly impervious soil material for the lagoon floor and sides is required to minimize seepage and contamination of ground water. This report gives ratings for the natural soil that makes up the lagoon floor. The surface layer and, generally, 1 or 2 feet of soil material below the surface layer are excavated to provide material for the embankments. The ratings are based on soil properties, site features, and observed performance of the soils. Considered in the ratings are slope, permeability, a high water table, depth to bedrock or to a cemented pan, flooding, large stones, and content of organic matter. Excessive seepage due to rapid permeability of the soil or a water table that is high enough to raise the level of sewage in the lagoon causes a lagoon to function unsatisfactorily. Pollution results if seepage is excessive or if floodwater overtops the lagoon. A high content of organic matter is detrimental to proper functioning of the lagoon because it inhibits aerobic activity. Slope, bedrock, and cemented pans can cause construction problems, and large stones can hinder compaction of the lagoon floor. SANITARY LANDFILLS are areas where solid waste is disposed of by burying it in soil. There are two types of landfill, trench and area. In a trench landfill, the waste is placed in a trench. It is spread, compacted, and covered daily with a thin layer of soil excavated at the site. In an area landfill, the waste is placed in successive layers on the surface of the soil. The waste is spread, compacted, and covered daily with a thin layer of soil form a source away from the site. Both types of landfill must be able to bear heavy vehicular traffic. Both types involve a risk of groundwater pollution. Ease of excavation and revegetation need to be considered. The ratings in this report are based U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • SANITARY FACILITIES Endnote -- SANITARY FACILITIES --Continued PAGE 3 OF 3 08/9/96 on soil properties, site features, and observed performance of the soils. Permeability, depth to bedrock or to a cemented pan, a high water table, slope, and flooding affect both types of landfill. Texture, stones and boulders, highly organic layers, soil reaction, and content of salts and sodium affect trench type landfills. Unless otherwise stated, the ratings apply only to that part of the soil within a depth of about 6 feet. For deeper trenches, a limitation rate "Slight" or "Moderate" may not be valid. Onsite investigation is needed. DAILY COVER FOR LANDFILL is the soil material that is used to cover compacted solid waste in an area type sanitary landfill. The soil material is obtained offsite, transported to the landfill, and spread over the waste, Soil texture, wetness, coarse fragments, and slope affect the ease of removing and spreading the material during wet and dry periods. Loamy or silty soils that are free of large stones or excess gravel are the best cover for a landfill. Clayey soils may be sticky or cloddy and are difficult to spread; sandy soils are subject to soil blowing. After soil material has been removed, the soil material remaining in the borrow area must be thick enough over bedrock, a cemented pan, or the water table to permit revegetation. The soil material used as final cover for a landfill should be suitable for plants. The surface layer generally has the best workability, more organic matter than the rest of the profile, and the best potential for plants. Material from the surface layer should be stockpiled for use as the final cover. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • BUILDING SITE DEVELOPMENT Subdivision review soil information • PAGE 1 OF 2 08/9/96 (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation) Map symbol Shallow and soil name ; excavations Dwellings without basements Dwellings Small with commercial basements buildings 2: Arle Severe: slope Ansari Rock Outcrop ---- 65: Torrifluvents--- Severe: depth to rock, slope Severe: depth to rock, slope Severe: cutbanks cave, wetness Severe: slope Severe: slope, depth to rock Severe: slope Severe: flooding, wetness Severe: slope Severe: depth to rock, slope Severe: depth to rock, slope Local roads and streets Lawns and landscaping Severe: Severe: :Severe: slope slope ; small stones, large stones, slope I 1 Severe: ;Severe: :Severe: slope, depth to rock „ slope, depth to rock slope ; depth to rock Severe: Severe: :Severe: slope ; slope ; droughty, slope, depth to rock Severe: 'Moderate: flooding excess salt, wetness, flooding Severe: :Severe: flooding, flooding, wetness wetness U.S: DEPARTMENT OF AGRICULTURE • NATURAL RESOURCES CONSERVATION SERVICE BUILDING SITE DEVELOPMENT Endnote -- BUILDING SITE DEVELOPMENT PAGE 2 OF 2 08/9/96 This report shows the degree and kind of soil limitations that affect shallow excavations, dwellings with and without basements, small commercial buildings, local roads and streets, and lawns and landscaping. The limitations are "Slight", "Moderate", or "Severe". The limitations are considered "Slight" if soil properties and site features are generally favorable for the indicated use and limitaions are minor and easily overcome; "Moderate" if soil properties or site features are not favorable for the indicated use and special planning, design, or maintenance is needed to overcome or minimize the limitations; and "Severe" if soil properties or site features are so unfavorable or so difficult to overcome that special design, significant increases in construction costs, and possibly increased maintenance are required. Special feasibility studies may be required where the soil limitations are severe. SHALLOW EXCAVATIONS are trenches or holes dug to a maximum depth of 5 or 6 feet for basements, graves, utility lines, open ditches, and other purposes. The ratings are based on soil properties, site features, and observed performance of the soils. The ease of digging, filling, and compacting is affected by the depth to bedrock, a cemented pan, or a very firm dense layer; stone content; soil texture; and slope. The time of the year that excavations can be made is affected by the depth to a seasonal high water table and the susceptibility of the soil to flooding. The resistance of the excavation walls or bands to sloughing or caving is affected by soil texture and the depth to the water table. DWELLINGS AND SMALL COMMERCIAL BUILDINGS are structures built on shallow foundations on undisturbed soil. The load limit is the same as that for single-family dwellings no higher than three stories. Ratings are made for small commercial buildings without basements, for dwellings with basements, and for dwellings without basements. The ratings are based on soil properties, site features, and observed performance of the soils. A high water table, depth to bedrock or to a cemented pan, large stones, slope, and flooding affect the ease of excavation and construction. Landscaping and grading that require cuts and fills of more than 5 or 6 feet are not considered. LOCAL ROADS AND STREETS have an all-weather surface and carry automobile and light truck traffic all year. They have a subgrade of cut or fill soil material, a base of gravel, crushed rock, or stabilized soil material, and a flexible or rigid surface. Cuts and fills are generally properties, site features, and observed performance of the soils. Depth to bedrock or to a cemented pan, a high water table, flooding, large stones, and slope affect the ease of excavating and grading. Soil strength (as inferred from the engineering classification of the soil), shrink -swell potential, frost action potential, and depth to a high water table affect the traffic -supporting capacity. LAWNS AND LANDSCAPING require soils on which turf and ornamental trees and shrubs can be established and maintained. The ratings are based on soil properties, site features, and observed performance of the soils. Soil reaction, a high water table, depth to bedrock or to a cemented pan, the available water capacity in the upper 40 inches, and the content of salts, sodium, and sulfidic materials affect plant growth. Flooding, wetness, slope, stoniness, and the amount of sand, clay, or organic matter in the surface layer affect trafficability after vegetation is established. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • CONSTRUCTION MATERIALS Subdivision review soil information • PAGE 1 OF 3 08/9/96 (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation) Map symbol Roadfill Sand Gravel Topsoil and soil name , 1 , I , I I , 2: � Arle Poor: ;Improbable: ;Improbable: ;Poor: depth to rock, ; excess fines ; excess fines ; small stones, slope ; slope Ansari Poor: ;Improbable: ;Improbable: ;Poor: depth to rock, ; excess fines excess fines ; depth to rock, slope ; large stones. slope Rock Outcrop(Poor: ;Improbable: Improbable: ;Poor: depth to rock, ; excess fines excess fines ; depth to rock, slope , slope , , 65: Torrifluvents;Fair: ;Probable Improbable: ;Fair: wetness too sandy ; area reclaim, excess salt, ' , I , thin layer • U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE Endnote -- CONSTRUCTION MATERIALS • • CONSTRUCTION MATERIALS PAGE 2 OF 3 08/9/96 This report gives information about the soils as a source of roadfill, sand, gravel, and topsoil. The soils are rated "Good", "Fair", or "Poor" as a source of roadfill and topsoil. They are rated as a "Probable" or "Improbable" source of sand and gravel. The ratings are based on soil properties and site features that affect the removal of the soil and its use as construction material. Normal compaction, minor processing, and other standard construction practices are assumed. Each soil is evaluated to a depth of 5 or 6 feet. Roadfill is soil material that is excavated in one place and used in road embankments in another place. In this report, the soils are rated as a source of roadfill for low embankments, generally less than 6 feet high and less exacting in design than higher embankments. The ratings are for the soil material below the surface layer to a depth of 5 or 6 feet. It is assumed that soil layers will be mixed during excavating and spreading. Many soils have layers of contrasting suitability within their profile. The report entitled Engineering Index Properties is also available and it provides detailed information about each soil layer. This information can help determine the suitability of each layer for use as roadfill. The performance of soil after it is stabilized with lime or cement is not considered in the ratings. The ratings are based on soil properties, site features, and observed performance of the soils. The thickness of suitable material is a major consideration. The ease of excavation is affected by large stones, a high water table, and slope. How well the soil performs in place after it has been compacted and drained is determined by its strength (as inferred from the engineering classification of the soil) and shrink -swell potential. Soils rated "Good" contain significant amounts of sand or gravel or both. They have at least 5 feet of suitable material, a low shrink -swell potential, few cobbles and stones, and slopes of 15 percent or less. Depth to the water table is more than 3 feet Soils rated "Fair" have more than 35 percent silt- and clay -sized particles and have a plasticity of less than 10. They have a moderate shrink -swell potential, slopes of 15 to 25 percent, or many stones. Depth to the water table is 1 to 3 feet. Soils rated "Poor" have a plasticity index of more than 10, a high shrink -swell potential, many stones, or slopes of more than 25 percent. They are wet, and the depth to the water table is less than 1 foot. These soils may have layers of suitable material, but the material is less than 3 feet thick. Sand and gravel are natural aggregates suitable for commercial use with a minimum of processing. Sand and gravel are used in many kinds of construction. Specifications for each use vary widely. In this report only the probability of finding material in suitable quantity is evaluated. The suitability of the material for specific purposes is not evaluated, nor are factors that affect excavation of the material. The properties used to evaluate the soil as a source of sand or gravel are gradation of grain sizes (as indicated by the engineering classification of the soil), the thickness of suitable material, and the content of rock fragments. Kinds of rock, acidity, and stratification are given in the soil series descriptions. Gradation of grain sizes is given in the Engineering Index Properties report. A soil rated as a "Probable" source has a layer of clean sand and gravel or a layer of sand or gravel that contains up to 12 percent silty fines. This material must be at least 3 feet thick and less than 50 percent, by weight, large stones. All other soils are rated as an "Improbable" source. Coarse fragments of soft bedrock, such as shale and siltstone, are not considered to be sand and gravel. U.S. DEPARTMENT OF AGRICULTURE ! PAGE 3 OF 3 NATURAL RESOURCES CONSERVATION SERVICE • 08/9/96 CONSTRUCTION MATERIALS Endnote -- CONSTRUCTION MATERIALS --Continued Topsoil is used to cover an area so that vegetation can be established and maintained. The upper 40 inches of a soil is evaluated for use as topsoil. Also evaluated is the reclamation potential of the borrow area. Plant growth is affected by toxic material and by such properties as soil reaction, available water capacity, and fertility. The ease of excavating, loading, and spreading is affected by rock fragments, slope, a water table, soil texture, and thickness of suitable material. Reclamation of the borrow area is affected by slope, a water, table, rock fragments, bedrock, and toxic material. Soils rate "Good" have friable loamy material to a depth of at least 40 inches. They are free of stones and cobbles, have little or no gravel, and have slopes of less than 8 percent. They are low in content of soluble salts, are naturally fertile or respond well to fertilizer, and are not so wet that excavation is difficult. Soils rated "Fair" are sandy soils, loamy soils that have a relatively high content of clay, soils that have only 20 to 40 inches of suitable material, soils that have an appreciable amount of gravel, stones, or soluble salts, or soils that have slopes of 8 to 15 percent. The soils are not so wet that excavation is difficult. Soils rate "Poor" are very sandy or clayey,, have less than 20 inches of suitable material, have a large amount of gravel, stones, or soluble salts, have slopes of more than 15 percent, or have a seasonal water table at or near the surface. The surface layer of most soils is generally preferred for topsoil because of it organic matter content. Organic matter greatly increases the absorption and retention of moisture and nutrients for plant growth. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE i CLASSIFICATION OF THE SOILS Subdivision review soil information • PAGE 1 OF 1 08/9/96 (An asterisk in the first column indicates that the soil is a taxadjunct to the series. See text for a description of those characteristics that are outside the range of the series) Soil name Family or higher taxonomic class Ansari ;LITHIC HAPLOBOROLLS, LOAMY, MIXED Arle ;ARIDIC HAPLOBOROLLS, LOAMY -SKELETAL, MIXED Torrifluvents ;TORR.IFLUVENTS U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE CHEMICAL PROPERTIES OF THE SOILS Subdivision review soil information PAGE 1 OF 08/11, Map symbol and soil name Depth Clay ; Cation- ; Soil ; Calcium ;exchange reaction ;carbonate 'capacity Gypsum ;Salinity Sodium adsorption ratio 2: Arle Ansari Rock Outcrop ---- 65: Torrifluvents--- In ; Pct ;meq/100g 0-10 15-25;10.0-25.0 10-32 ; 10-25; 5.0-15.0 32-36 --- --- 0-10 ; 18-25;10.0-25.0 10-18 16-20 10.0-15.0 18-22 --- 0-60 --- 0-36 ; 15-26; 5.0-15.0 36-60 ; 0-3 ; 0.0-5.0 pH Pct 6.6-7.8 0-5 7.4-8.4 ; 5-10 7.9-8.4 0-5 7.9-8.4 5-10 7.9-8.4 7.9-8.4 Pct 1-5 ; 0-1 1-5 0-1 mmhos/cm 0-2 0-2 0-2 0-2 2-8 0-2 0-2 0-2 U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • CHEMICAL PROPERTIES OF THE SOILS Endnote -- CHEMICAL PROPERTIES OF THE SOILS PAGE 2 OF OAP This report shows estimates of some characteristics and features that affect soil behavior. These estimates are given for the major layers of each soil in the survey area. The estimates are based on field observations and on test data for these and similar soils. CLAY as a soil separate consists of mineral soil particles that are less than 0.002 millimeter in diameter. In this report, the estimated clay content of each major soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. The amount and kind of clay greatly affect the fertility and physical condition of the soil. They determine the ability of the soil to adsorb cations and to retain moisture. They influence shrink -swell potential, permeability, and plasticity, the ease of soil dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and earthmoving operations. CATION EXCHANGE CAPACITY (CEC) is the total amount of cations held in a soil in such a way that they can be removed only by exchanging with another cation in the natural soil solution. CEC is a measure of the ability of a soil to retain cations, some of which are plant nutrients. Soils with low CEC hold few cations and may require more frequent applications of fertilizers than soils with high CEC, Soils with high CEC have the potential to retain cations, thus reducing the possibility of pollution of ground water. SOIL REACTION is a measure of acidity or alkalinity and is expressed as a range in pH values. The range in pH of each major horizon is based on many field tests. For many soils, values have been verified by laboratory analyses. Soil reaction is important in selecting crops and other plants, in evaluating soil amendments for fertility and stabilization, and in determining the risk of corrosion. CALCIUM CARBONATE is the percentage by weight of calcium carbonate in the fine -earth material, less than 2 millimeters in size. GYPSUM is the percentage by weight of hydrated calcium sulfates 20 millimeters or smaller in size, in the soil. SALINITY is a measure of soluble salts in the soil at saturation. It is expressed as the electrical conductivity of the saturation extract, in millimhos per centimeter at 25 degrees C. Estimates are based on field and laboratory measurements at representative sites of nonirrigated soils. The salinity of irrigated soils is affected by the quality of the irrigation water and by the frequency of water application. Hence. the salinity of soils in individual fields can differ greatly from the value given in the report. Salinity affects the suitability of a soil for crop production, the stability of soil if used as construction material, and the potential of the soil to corrode metal and concrete. SODIUM ADSORPTION RATIO (SAR) expresses the relative activity of sodium ions in exchange reactions in the soil. SAR is a measure of the amount of sodium relative to calcium and magnesium in the water extract from saturated soil paste. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES Subdivision review soil information • PAGE 1 OF 2 08/9/96 (Only the soils that support rangeland vegetation suitable for grazing are listed. Ppt means precipitation) Map symbol and soil name Range site Total production Kind of year ' Dry ;weight Characteristic vegetation Compo- sition 2: Arle Ansari LOAMY SLOPES LOAMY BREAKS Favorable Normal Unfavorable Lb/acre; Pct 1,200 ;Western wheatgrass 900 ;Bluebunch wheatgrass 500 ;Indian ricegrass Gambel oak ;Needleandthread ;True mountainmahogany ;Utah serviceberry ;Mountain big sage 20 15 15 10 8 7 7 5 Favorable 850 ;Indian ricegrass 20 Normal 700 ;Western wheatgrass 15 Unfavorable ; 500 ;Pinyon 15 'Juniper 5 ;Needleandthread 5 ;Mountain big sage 5 ;Utah serviceberry 5 U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • Endnote -- RANGELAND PRODUCTIVITY AND CHRACTERISTIC PLANT COMMUNITIES • PAGE 2 OF 2 08/9/96 In areas that have similar climate and topography, differences in the kind and amount of vegetation produced on rangeland are closely related to the kind of soil. Effective management is based on the relationship between the soils and vegetation and water. This report shows, for each soil, the range site; the total annual production of vegetation in favorable, normal, and unfavorable years; the characteristic vegetation; and the average percentage of each species. Only those soils that are used as rangeland or are suited to use as rangeland are listed. An explanation of the column headings in this report follows. RANGE SITE is a distinctive kind of rangeland that produces a characteristic natural plant community that differs from natural plant communities on other range sites in kind, amount and proportion of range plants. The relationship betweeen soils and vegetation was ascertained during this survey; thus, range sites generally can be determined directly from the soil map. Soil properties that affect moisture supply and plant nutrients have the greatest influence on the productivity of range plants. Soil reaction, salt content, and a seasonal high water table are also important. TOTAL PRODUCTION is the amount of vegetation that can be expected to grow annually on well managed rangeland that is supporting the potential natural plant community. It includes all vegetation, whether or not it is palatable to grazing animals. It includes the current year's growth of leaves, twigs, and fruits of woody plants. It does not include the increase in stem diameter of trees and shrubs. It is expressed in pounds per acre of air-dry vegetation for favorable, normal, and unfavorable years. In a favorable year, the amount and distribution of precipitation and the temperatures make growing conditions substantially better than average. In a normal year, growing conditions are about average. In an unfavorable year, growing conditions are well below average, generally because of low available soil moisture. Dry weight is the total annual yield per acre of air-dry vegetation. Yields are adjusted to a common percent of air-dry moisture content. The relationship of green weight to air-dry weight varies according to such factors as exposure, amount of shade, recent rains, and unseasonable dry periods. CHARACTERISTIC VEGETATION The grasses, forbs, and shrubs that make up most of the potential natural plant community on each soil is listed by common name. Under COMPOSITION the expected percentage of the total annual production is given for each species making up the characteristic vegetation. The amount that can be used as forage depends on the kinds of grazing animals and on the grazing season. Range management requires a knowledge of the kinds of soil and of the potential natural plant community. It also requires an evaluation of the present range condition. Range condition is determined by comparing the present plant community with the potential natural plant community on a particular range site. The more closely the existing community resembles the potential community, the better the range condition. Range condition is an ecological rating only. The objective in range management is to control grazing so that the plants growing on a site are about the same in kind and amount as the potential natural plant community for that site. Such management generally results in the optimum production of vegetation, control of undesirable brush species, conservation of water, and control of erosion. Sometimes, however, a range condition somewhat below the potential meets grazing needs, provides wildlife habitat, and protects soil and water resources. :.ai'� ) v, DSII _�11� •saaLEI a>? ;o aacuniu Pus sapepunoq aq 'i •� ; (! aupw.za;ap 01 aies azo;aq pa atrb �1 ` <y p L K % A..)Aans pa ; t aaa3 1 . o! I.o1 paa-;uvzQn6 a�yar .�:t aq ' 1cu 91 puiz sa.1 pucxx7 1(41adoad all 3o uov1uasa:daa c sj `►FSI, r, \\;N a?- r' \\poo...410., tt. 0,4i _ I • Mod \ •`d��'..'�• '''',••,. \ lei�\, OZ • A+f a CluA, IT% ISA ck_►- K B p i Q yv, nq c pT ©? ST ST. G(*e--kl work( 00c7r >` n 5 s CC _I b o / (fir \'\ 1. eckx\ ; ' f I W v el <'\: V /2 )J, G -T i4.5- k) 1 u L -2a. vs hr irkkat 1 %6 d Pr: c -s, _r' 0 ✓. 000, [ h v `Qs t--.0„, pG 4..,.J haU ;/ty 7-6 ��i 1.? �t 7 14v AD0-1 5 (-4-tri.-.s (2-1,4_31-5 ,. Q.6 (-1,z e o) 4.,i, v.k. , r i .ins. ? 1 i V- a_ 3 r U c, r k -t.'k- iJ r -a_ 5 w : I\ w A hay 6 -Q- A) r4 %'v r (-t5 + oC 1 `j C. V t96„ -W Sc, C-@ t (�l w ✓ At S `-pc.,-)v n ti G 7r-: C. -au v I eN,.,,.1 'Of\I \IN of -c. C\CO- SOA. C U1/4.11.) if 10, Vvr" tka(), y tk 9 ram+- if ; 5 -e7\ e4v* izr,.,. -9 j -\",,,,,. �, nav_,_ v --`V 9 ,) Couv�l' alSkJ fop, t t 01, 1 10-8-96 • DEPARTMENT OF EMERGENCY SERVICES EMS • FIRE • RESCUE Mr. Mark Bean Garfield County Planning Dept. 109 8th Street Glenwood Springs, CO. 81601 Dear Mark, OCT 09 1C96 1: i` pY I wanted to let you know that I am in the process of working out a fire protection plan for the Bershenyi project. It will consist of some acceptable water supply as well as provisions for access, turn a rounds and wildfire protection. At this time I have no problem with the lots being sold for development. The fire protection plan will be finalized before any construction takes place. If you have any questions, please give me a call. Sinc- ely, f1 Jones Asst. Chief, Glenwood Springs Emergency Services 806 Cooper Avenue • Glenwood Springs, Colorado 81601 • (303) 945-2575 • FAX (303) 945-2597 12/05/1996 15:59 18709457013 111 6141-Peld p ,f eon JEAN EDMONDS BROKER . ccs 0 e r drno/Af Ir C. r sh ry rr1 ' 7 `, 'U `iL r r t r7 be ; 19% STANDARD BACTERIOLOGICAL WATER TEST Colorado Department of Public Health and Environment 42 0 East 11th Avenue + Denver. Colorado 80220 Pw$ ID DATE SAMPLE TAKEN IIIII i/4 (q7/9) q� 47/59 PHONE RAV C/ / NAME OF TIME �$UPPLY/K FINISHED COUNT Y,,,_619.1141744 -0/4"SAMPLEI9 r i ADDRESS WHERE SAMPLE WA5 TAKEN, PLEASE INCLUDE CITVj 4r TvcE C SAMVLE CHLORINE RESIDUAL MG/L © COMMUNITY SUPPLY © NON COMMUNITY E ROUTINE El REPEAT SAMPLE FOR MONTH OF , 0 SPECIAL PURPOSE SAMPLE ADDRESS /e1-717 // 47 / 1 /i CITY J6 K.0 aJ. STATE __6:„.„,_ ZIP.„CJ 1() RETURN "NOTE IF ALL INFORMATION IS 1.OT SUPPLIED THE SAMPLE WILL BE DISCARDED SEE REVERSE FOR 1'IME LIMITATIONS SAMPLING IN$TRU4:TIONs AND DEFINITIONS LAB -MICRO 108 IRev 4/94) MP►J LTB gQB AFFIX FEE PREPAti7 LAS STAMP HERE {It Applicable) PAGE 01 77 F ( (SEE SACK OF THIS DOPY FOR EXPLANATION OF TEST RESULTS TEST RESULTS ARE. LABORATORY ANALYST DENVER pDu GoU GRAND JUNCTION MEMBRANE FILTER h 2 DIRECT vEHIFIdO 1 • Grant of Easements and Road Agreement Recitals: 1. John Wilson Bershenyi and Alice Bershenyi, hereinafter called the "Bershenyis", are the owners of the real estate situated in the County of Garfield and State of Colorado and described as Parcel A, Parcel B and Parcel C on the Bershenyi Exemption Plat, hereinafter called the "Bershenyi Exemption Plat", recorded in the Garfield County Clerk and Recorder's Office at Reception No. 2. The Bershenyis do hereby establish easements described herein on the property described on the Bershenyi Exemption Plat and over, upon and through their adjoining property upon the terms hereinafter set forth for the use and benefit of Parcel A, Parcel B and Parcel C described on the Bershenyi Exemption Plat which easements are to run with said land. 3. The Bershenyis also hereby reserve easements on the property described on the Bershenyi Exemption Plat for the benefit of themselves, their successors and assigns, and for the benefit of their adjoining property upon the terms hereinafter set forth. Now therefore it is agreed as follows: 1. Bershenyis hereby grant and establish for the owners of each of Parcel A, Parcel B and Parcel C described on the Bershenyi Exemption Plat, a perpetual non-exclusive easement for ingress, egress, emergency access and utility purposes over, across, under and through the 30 foot ingress, egress, emergency and utility easement described on the Bershenyi Exemption Plat which easement is for the benefit of each such parcel and such easement shall run with the land. 2. Bershenyis hereby grant and establish for the owners of each of Parcel A, Parcel B and Parcel C described on the Bershenyi Exemption Plat, a perpetual non-exclusive easement over, across, under and through the 20 foot well easement described on the Bershenyi Exemption Plat for use of and in furtherance of the Well Agreement that the Bershenyis have executed for the operation and maintenance of the shared well for the :benefit of said Parcels A, B and C, which well easement shall run with the land. 3. Bershenyis hereby grant and establish for the owners of each of Parcel A, Parcel B and Parcel C described on the Bershenyi -1- • • Exemption Plat, a perpetual non-exclusive easement over, across, under and through the 20 foot access and fire protection easement described on the Bershenyi Exemption Plat which extends as described thereon to the Westerly edge of Four Mile Creek on land owned by the Bershenyis outside of that described on the Bershenyi Exemption Plat which easement is for the benefit of said Parcels A, B and C and shall run with the land. 4. Bershenyis hereby grant and establish for the owners of each of Parcel A, Parcel B and Parcel C described on the Bershenyi Exemption Plat, a perpetual non-exclusive easement for ingress, egress, emergency access and utility purposes over, across, under and through the 30 foot strip of land from the westerly side of said Parcel A running to the northwest out to Four Mile Road (County Road 117) all as described on the Bershenyi Exemption Plat for the benefit of said Parcels A, B and C which easement shall run with the land. 5. Bershenyis do hereby reserve for themselves, their successors and assigns, including any future owners of the Bershenyis' water rights and for any ditch rider and water commissioner the perpetual easement for ingress and egress over, across under and through the 30 foot ingress, egress, emergency access and utility easement described on the Bershenyi Exemption Plat for the purpose of operating, inspecting, repairing, maintaining and using the Bershenyis' water ditch and water rights and such ingress and egress shall not be restricted in any way by the owners of Parcel A, Parcel B and Parcel C described on the Bershenyi Exemption Plat. 6. The owners of Parcel A, Parcel B and Parcel C described on the Bershenyi Exemption Plat shall equally share in the cost of constructing, repairing and maintaining the road including snowplowing or snow removal that shall be constructed along the 30 foot ingress, egress, emergency access and utility easement described on the Bershenyi Exemption Plat. The road, after construction, shall be kept in good repair and maintenance and if the owner of any Parcel fails to pay its share of the cost of the road, repairs, maintenance, etc. then the other owner or owners of the parcels shall be entitled to collect the amount due from the non-paying owner or owners. 7. Each person or entity who becomes an owner or acquires any right, title or interest in a parcel of land described in the Bershenyi Exemption Plat shall be bound by the terms of this Agreement and the terms of this Agreement shall be deemed covenants and shall run with the land and shall be for the benefit of such land. 8. Each owner of a parcel described in the Bershenyi Exemption Plat agrees to maintain adequate casualty and liability -2- 6 • • insurance on their property covering themselves and their guests and invitees. 9. This Agreement is binding upon the parties and their respective heirs, successors and assigns. 10. In the event of litigation to enforce this Agreement or the collection of any sums due under the terms of this Agreement the prevailing party shall be entitled to an award of such party's attorney fees, expenses and costs. Executed at Glenwood Springs, Colorado on the day of December, 1996. STATE OF COLORADO COUNTY OF GARFIELD 2424„, 71' hn Wilson Bershenyi � Alice Bershenyi This instrument as subscribed and sworn to before me on this day of1996 by John Wilson Bershenyi and Alice Bershenyi. Witness my hand and official seal. My commission expirs: I g/i ff OC) U -3- alio/ a btary Public WELL AGREEMENT Recitals: 1. John Wilson Bershenyi and Alice Bershenyi, hereinafter called the "Bershenyis", are owners of the real estate known as Parcel A, Parcel B and Parcel C, situated in the County of Garfield and State of Colorado and described on the Bershenyi Exemption Plat, hereinafter called the "Bershenyi Exemption Plat", recorded in the Garfield County Clerk and Recorder's office at Reception No. 2. A water well, hereinafter called the "Water Well", shall be drilled by the Bershenyi's upon the land described on the Bershenyi Exemption Plat to be used and shared by the 3 parcels described on the Bershenyi Exemption Plat. 3. The Bershenyis do hereby declare the following to be the terms and conditions for the use, maintenance and operation of the water well for the land in the said Bershenyi Exemption Plat. It is therefore agreed as follows: 1. Each person or entity who becomes an owner or acquires any right, title or interest in a parcel of land described in the Bershenyi Exemption Plat shall be bound by the terms of this Agreement and the terms of this Agreement shall be deemed covenants and shall run with the land and shall be for the benefit of such land. 2. The cost of the use, maintenance, operation, repair and any redrilling or reworking of the said water well in the Bershenyi Exemption Plat shall be split equally by the owners of the three parcels of land described on said Plat except that before any parcel shall have right to use water from the well the owner of that parcel shall install a water meter to measure water usage and then the cost of the electricity to pump the water shall be divided by the owners of the three parcels according to the amount of water used as measured by the water meters. 3. The owners of each of the three parcels in the Bershenyi Exemption Plat shall be responsible for the cost of purchasing, installing, maintaining and repairing the pipeline from their own parcel of land to the pump house or other appropriate area for connection to the water well. 4. The owners of each of the three parcels in the Bershenyi -1- • • Exemptio Plat shall be bound by and agree to follow the terms, conditio s and restrictions for the water well on the land in the Ber.shenyExemption Plat being Colorado Division of Natural Resource Permit No. 19$8g,� 5. The owners of the three parcels in the Bershenyi Exemption Plat shall have the right to use the 30 foot access and utility -asement described on said Plat for their pipeline from the water well and for the operation and maintenance thereof together with the joint operation and maintenance of the water well with the other o ners of the lots described on said Plat. 6. The owners of the land described in the Bershenyi Exempti•n Plat agree that each parcel therein shall be limited to one sin •; le family dwelling connected to or using water from the water w_11. 7. Bershen in good of the if any of the non pay Each of the owners of a parcel of land described in the i Exemption Plat agrees that the water well shall be kept repair and maintenance and each owner shall pay their share ost of such repairs, maintenance, etc.. Upon demand and of owner fails to pay its share the other owner or owners arcels shall be entitled to collect the amount due from the ng owner(s). 8. As described herein wherever there is a reference to the water ell it shall also mean to include the pump, pump house and/or ether facilities needed or used to deliver water from the water w-11 to the pipelines for the benefit of the parcels of land in the :ershenyi Exemption Plat. 9. Each owner of a parcel described in the Bershenyi Exemption Plat agrees to maintain adequate casualty and liability insurance on their property covering themselves and their guests and in itees. 11. This Agreement covers the entire understanding of the partie and this Agreement and its covenants may not be modified or ame ded except in writing by all of the owners of the land descried in the Bershenyi Exemption Plat. 1 . This Agreement is binding upon the parties and their respective heirs, successors and assigns. 1 . In the event of litigation to enforce this Agreement or the co lection of any sums due under the terms of this Agreement the pr:vailing party shall be entitled to an award of such party's attorn.y fees, expenses and costs. ecuted at Glenwood Springs, Colorado on the day of 1996. -2- te._.,6. t' ohn Wilson Bershenyi '. )2 -AS -12t9- lice Bershenyi STATE OF COLORADO } }ss. COUNTY OF GARFIELD } This ins ,rument was subscribed and sworn to before me on this day o ' 1996 by John Wilson Bershenyi and Alice Bershenyi. Witness my hand and official seal. My commission expires: /A// ,:1o� --3- ary Public A P P I, BERSHENYI, permission ars driveway appr adjacent to A distance of 1 obtaining acc App of the B lotion s a g e of 1 property posed dr to road driveway building • District: Road: Permit #: GARFIELD COUNTY LICATION F O R I 117 076-96 D DRIVEWAY PERMIT Application Date 11-18-1996 JOHN (herein called "Applicant"), hereby requests d authority from the Board of County Commissioners to construct oach(es) on the right--of-way of Garfield County Road Number 117 pplioant"s property located on the N.WEST side of the road, a .6 MI mile(s) from INT CR116 & CR117 for the purpose of ess to 3 -- PRIVATE RESIDENCE l.ioant submits herewith for the consideration and approval oard of County Commissioners, a sketch of the proposed instal- howing all necessary specification detail. including (1) front- ot along road, (2) distance from centerline of road to line, (3) number of driveways requested, (4) width of pro-- i.vewa.y(s) and angle of approach, (5) distance from driveway intersection, if any, (6) size and shape of area separating s if more than one approach, and (7) setback distance of (s) and other structures or improvements. GENERAL PROVISIONS a FIRST: The Applicant represents all parties in interest, and affirms that the driveway approach(es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right-of-way. SECOND: The Applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s) and its appurtenances on the right-of-way. All work shall be completed within 30 days of the Permit date. THIRD: The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative, and all materials used shall be of satisfactory quality and subject to inspec- tion and approval of the Board of County Commissioners or their representative. FOURTH: The traveling public shall be protected during the instal- lation with proper warning signs and signals and the Board of County Cornrnissioners and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the Permit. • • FIFTH- The Applicant shall assume responsibility for the removal or clearance of snow, ice or sleet upon any portion of the driveway ap- proach(es) even though deposited on the driveway (s) in the course of the County snow removal operations. SIXTH: In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be securely braced before the fence is cut to prevent any slacking of the remain- ing fence, and all posts and wire removed shal.l be turned over to the District Road Supervisor of the Board of County Commissioners. SEVENTH: No revisions or additions shall be rnade to the driveway(s) or its appurtenances on the right-of-way without the written permis- sion of the Board of County Commissioners. EIGHTH'. Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. SPECIAL. CONDITIONS RESPONSIBLE FOR TWO YEARS FROM DATE. OF COMPLETION 15" CULVERT CI...EAN UP BACK SLOPE ON UPPER SIDE CLEAN UP TREES GRAVEL. END OF DRIVE -WAY 50. In signing this application and upon receiving authorization and permission to install the driveway approach(es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the drive- way(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commiss Witness: Signe,l: ignature of :ap...icant) (Address) (Telephone Number) PERMIT GRANTED THIS DAY OF 1 , SUBJECT TO THE PROVISIONS, SPECIFICAT .ONS, AND CONDIT ONS STIPULATED HEREIN. For Board of County Commi•ssione : of Garfield County, Colorado BY, • • SPECIE ICATIONS 1. A driveway approach is understood to be that portion of the high- way right-of-way between the pavement edge and the property line which is designed and used for the interchange of traffic between the road- way pavement and the abutting property. 2. At any :intersection, a driveway shall be restricted for a suf-- f.i..cient, distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural cornrner'cial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able •to obtain adequate sight distance in both directions along the highway in order to maneuver safely and without interfering with highway traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the highway right-of-way. 5. Generally, no more than one approach or property the frontage of which is less Additional entrances or exits for parcels in excess of one hundred (1 00) feet shall shall be allowed any parcel than one hundred (100) feet. or property having a frontage be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a. width greater than thirty (30) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. No noncommercial driveway shall have a. width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the highway and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be l.ess than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9, The construction of parking or servicing areas ori the highway right -of ..... way is specifically prohibited. Off -the -road parking facil- ities should be provided by commercial establishments for customers' vehicles 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) 'feet from the pavement edge. Approach grades are restricted to not more than 10 percent (10%), 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or highway. The Applicant will be required to provide, at his own expense, drain- age structures at entrances and exits which will become an integral part of the existing drainage system, The dimensions of all drainage structures must be approved by the Board of County Commissioners or their representative prior to installation. NOTE: This permit shall be made available at the site where and when work is being done, A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. <+> GARFIELD COUNTY ROAD 8 BRIDGE DEPARTMENT <+> SPECIAL.. PROVISIONS FOR EXCAVATION OF ROAD SURFACE. AND INSTALLATION PERMIT #: 076-96 D PERMITTEE: BERSHENYI, JOHN INSPECTOR SUB -CONTRACTOR. 1) ANY OVERSIZED MATERIAL (LARGER THAN 10 INCHES IN DIAMETER), THAT IS NOT UTILIZED 1N E:'ACKFIL..L. WILL BE HAULED OFF BY PERMITTEE.., FURTHER, ANY FROZEN MATERIAL WI.LL.. BE REMOVED FROM SITE. BY PERMITTEE. 2) WHEN A PAVED OR CHIPPED SURFACE IS CUT, IT IS .T.0 BE REPLACED WITH A MINIMUM TWO INCH (2") HOTMIX ASPHALT PATCH. A TEMPORARY PATCH WITH COLD MIX ASPHALT WOULD BE. ALLOWED, WHICH WOULD BE REPLACED WITH HOTMIX ASPHALT WHEN THE WEATHER OR AVAILABILITY OF MATERIALS ALLOWS THE WORK TO BE COMPLETED. AN ASPHALT OR CHIPPED SURFACE CUT WOULD REQUIRE THE ROAD TO BE STRAIGHT CUT AND SQUARED BY MEANS OF A PAVEMENT CUTTER OR SAW. A CHIPPED SURFACE:. CtIT WILL REQUIRE A `:=,FAL. COAT OF THE: PATCH WHICH WILL BE FULL WIDTH OR HALF WIDTH OF ROADWAY OVERLAPPING EDGES BY TWO FOOT MINIMUM WHICHEVER IS REQUIRED .1..0 INSURE AN ADEQUATE:. 'EAL. OVER THE UNDISTURBED PORTION OF THE ROADWAY IN THE VICINITY OF THE EXCAVATION. ASPHALT HOTMIX OR COLD PATCHES WILL.. BE COMPLETED IN A MAXIMUM OF FIVE WORKING DAYS, WEATHER PERMITTING. 3) WHEN POSSIBLE ALL INSTALLATIONS SHOULD AVOID THE TOP EDGE OF A FILL SLOPE. 4) INSTALLATIONS IN DRAINAGES SUBJECT TO FLASH FLOODING, WILL HAVE A MINIMUM BURY OF 4 FEET DEEPER THAN NORMAL FLOW LINE AT NEAREST ABUTMENT OR WING WALL. 5) INSTALLA`1I:.ONS AT CULVERT" CROSSINGS WIL..I... BE BURIED BENEATH THE CULVERT WITH A MINIMUM SEPARATION OF 18 INCHES BETWEEN INSTALLATION AND THE BOTTOM OF THE CULVERT. 6) OPEN TRENCHES ADJACENT TO 1HE TRAVELED ROADWAY SHALL. BE BACKED ...LED DAILY TO WITHIN 100 OF THE WORKING AREA OF THE TRENCH, AND SHALL. BE BARRICADED WITH WARNING DEVICES ,AFTER DARK. 7) IN AREAS BEING DISTURBED WHERE VEGETATION IS ESTABLISHED, RESEEDING WITH A GRASS AND CLOVER MIXTURE EITHER BY BROADCASTING OR DRII...LING, WITH SEED MIXTURES SUITABLE TO THE. CLIMATIC CONDITIONS OR EXISTING VEGETATION WILL BE PERFORMED. USE ONLY CERTIFIED WEED -FREE. SEED. NOXIOUS WEED CONTROL WILL ONGOING ALONG WITH REVEGETATION. 8) THE P MITTEE. SHOULD CHECK THE R -O -W OF SURROUNDING LANDOWNERS TO EE " THER PERMITS ARE REQUIRED, I.E., BL.M, FOREST SERVICE. FOR GARFIELD COUNTY L3 ,,l!' RSHENYI, JOHN (PERMITTEE) • • December 5, 1996 John Bershenyi 2833 County Road 117 Glenwood Springs, CO 81601 Re: Bershenyi Exemption Plat, "Dry" Fire Hydrant HCE File Number 96676.01 Dear Mr. Bershenyi: This letter is in response to your request for a design for a "dry" (non -pressurized) fire hydrant for the parcels created by your exemption plat, in Garfield County. As you know, we have included, on the plat, an easement for the construction and maintenance of the intake and piping for the hydrant. The easement is 20 feet wide and extends from Four Mile Creek to the access road through the exemption parcels. The enclosed sketches show the configuration proposed for the intake structure and the piping. As we discussed, this type of intake has been used with success for sprinkler irrigation systems. The combination of direct flow through the screen, and indirect flow through the gravel layer will provide two paths for creek water to get to the perforated intake pipe. The separate drain to daylight will provide a way to clean the box structure out, should it have sediment build up in it. The box is based on a precast concrete "shallow drywell" manufactured by Copeland Concrete in Rifle. They can block out an area for the screen, when they cast the box. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. 1 Ti othy P. Beck, P.E. Pr ncipal Engineer TPB/soe 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945-8676 • FAX: (970) 945-2555 • EXISTING EDGE OF CREEK INTAKE BOX ACCESS MH (TYP. FOR TWO 6" PVC TO HYDRANT SLIDE GATE W/HANDLE THRU LID OF BOX 6" PVC DRAIN TO Q I I.. I.. • I.. DIRECTION OF WATER FLOW GRAVEL BLANKET INSTA L 1/2" SCREEN 0 END PLAN VIEW INTAKE STRUCTURE I I I II 1 z 0 Z 1- Cn X w • • w F -- Z 0 F= w J w w U L wwxa a w 0 0 aom0 J (r)ww w I 0 E- F- < 0 0 co 0U zZ a O - F - w w z� 00 w < www F -JI - X w CROSS SI- CTIO\ @ INTAKE STRUCTURE 1 C O 0 N C O 0 C c4 45 L -o O 3 a� .5. a) rn c w • v i m 0 • J & M PUMP COMPANY 0241 COUNTY ROAD 167 GLENWOOD SPRINGS, CO 81601 (303) 945-6159 November 11,1996 Jean Edmonds 1099 Valley View Rd. Glen Spgs Co. 81601 RE: Well Test Bershenyi Property Attn: Jean, A four hour well test was performed at the property listed above. This test was performed as a step test in 5 gallon per minute incriments. The following information was obtained: Well Depth: 53' Water Level: 4' Drawdown: 17' 3" Sustained Yeild: 15 GPM Water Clarity: Clear Comments: Excellent Well Production is greater than 15 GPM A bacteria sample was drawn but Post Offices were closed therefore sample could not be sent to the lab. If you have any questions, please call, 945-6159. Thank You. J & M -pump Co. Richard A Holub Lic. No. 1196 Name : c/o : Address : City, St, Zip : Phone # : • i Shelton Drilling Corp. P.O. Box 1059 Basalt, Colo. 81621 (970) 927-4182 Lic. # 1095 John Wilson Bershenyi 2833 County Road 117 Glenwood Springs, Co. 81601 (970) 945-7373 Invoice # C-994 Date : 11/07/96 Permit # : 198383 Location : 4 Mile Hole Size Depth Type Casing ID Casing OD From -To 9.0 31 Steel 6.5 7.0 0-31 6.5 53 I 533 5 211 233,32. Perforated Ft : 20 ft: Estimated : 15 gpm IiC x i : it( Total' Drilled' : 53 ti Recommended Pump Set Depth 50 Ft. Pumping 15 GPM. For Pump Installation We Recommend : Aqua Tec Pump 984-0311 (Tom Platzer) Samuelson Pump 945-6309 (Raun Samuelson) J & M Pump Co 945-6159 (Rick Holub) Special Instructions : Price Per Foot : Feet @ $ Per Foot = $ Feet © $ Per Foot = $ Total Invoice $ Conditions Of Payment : Minimum Charge applies pay $ 2,500.00 PLEASE READ THE FOLLOWING RECOMMENDATIONS 1.* WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH WE CANNOT DETERMINE WHILE DRILLING. 2. On Monitoring/Observation Holes (test holes) it is the customer's responsibility to obtain the proper permit before the well is put to beneficial use (within one year) or the State may require the hole be plugged and abandoned. We will be happy to assist you whenever possible in filling out the appropriate well application. 3. The landowner is ultimately responsible for the plugging and abandoning of dry holes or replaced wells, according to State Rules and Regulations. Please contact us for details and/or prices. 4. ALL INVOICES DUE AND PAYABLE WITHIN 10 DAYS OF INVOICE DATE, UNLESS PRIOR ARRANGE- MENTS ARE MADE. A 1.5% HANDLING CHARGE PER MONTH MAY BE ADDED 15 DAYS FROM FIRST BILLING. Please call us if you have any questions _ THANK YOU • • WELL AGREEMENT Recitals: 1. John Wilson Bershenyi and Alice Bershenyi, hereinafter called the "Bershenyis", are owners of the real estate known as Parcel A, Parcel B and Parcel C, situated in the County of Garfield and State of Colorado and described on the Bershenyi Exemption Plat, hereinafter called the "Bershenyi Exemption Plat", recorded in the Garfield County Clerk and Recorder's office at Reception No. 2. A water well, hereinafter called the "Water Well", shall be drilled by the Bershenyi's upon the land described on the Bershenyi Exemption Plat to be used and shared by the 3 parcels described on the Bershenyi Exemption Plat. 3. The Bershenyis do hereby declare the following to be the terms and conditions for the use, maintenance and operation of the water well for the land in the said Bershenyi Exemption Plat. It is therefore agreed as follows: 1. Each person or entity who becomes an owner or acquires any right, title or interest in a parcel of land described in the Bershenyi Exemption Plat shall be bound by the terms of this Agreement and the terms of this Agreement shall be deemed covenants and shall run with the land and shall be for the benefit of such land. 2. The cost of the use, maintenance, operation, repair and any redrilling or reworking of the said water well in the Bershenyi Exemption Plat shall be split equally by the owners of the three parcels of land described on said Plat except that before any parcel shall have right to use water from the well the owner of that parcel shall install a water meter to measure water usage and then the cost of the electricity to pump the water shall be divided by the owners of the three parcels according to the amount of water used as measured by the water meters. 3. The owners of each of the three parcels in the Bershenyi Exemption Plat shall be responsible for the cost of purchasing, installing, maintaining and repairing the pipeline from their own parcel of land to the pump house or other appropriate area for connection to the water well. 4. The owners of each of the three parcels in the Bershenyi -1- • • Exemption Plat shall be bound by and agree to follow the terms, conditions and restrictions for the water well on the land in the Bershenyi Exemption Plat being Colorado Division of Natural Resources Permit No. 5. The owners of the three parcels in the Bershenyi Exemption Plat shall have the right to use the 30 foot access and utility easement described on said Plat for their pipeline from the water well and for the operation and maintenance thereof together with the joint operation and maintenance of the water well with the other owners of the lots described on said Plat. 6. The owners of the land described in the Bershenyi Exemption Plat agree that each parcel therein shall be limited to one single family dwelling connected to or using water from the water well. 7. Each of the owners of a parcel of land described in the Bershenyi Exemption Plat agrees that the water well shall be kept in good repair and maintenance and each owner shall pay their share of the cost of such repairs, maintenance, etc.. Upon demand and if any lot owner fails to pay its share the other owner or owners of the parcels shall be entitled to collect the amount due from the non paying owner(s). 8. As described herein wherever there is a reference to the water well it shall also mean to include the pump, pump house and/or other facilities needed or used to deliver water from the water well to the pipelines for the benefit of the parcels of land in the Bershenyi Exemption Plat. 9. Each owner of a parcel described in the Bershenyi Exemption Plat agrees to maintain adequate casualty and liability insurance on their property covering themselves and their guests and invitees. 10. This Agreement covers the entire understanding of the parties and this Agreement and its covenants may not be modified or amended except in writing by all of the owners of the land described in the Bershenyi Exemption Plat. 11. This Agreement is binding upon the parties and their respective heirs, successors and assigns. 12. In the event of litigation to enforce this Agreement or the collection of any sums due under the terms of this Agreement the prevailing party shall be entitled to an award of such party's attorney fees, expenses and costs. Executed at Glenwood Springs, Colorado on the day of , 1996. -2- STATE OF COLORADO COUNTY OF GARFIELD 1 • John Wilson Bershenyi Alice Bershenyi This instrument was subscribed and sworn to before me on this day of , 1996 by John Wilson Bershenyi and Alice Bershenyi. Witness my hand and official seal. My commission expires: Notary Public -3- -COLORADO DIVISION OF WATERRESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SIf RMAN ST., RM. 818, DENVER CO 80203 phone - info: (303) 866-3587 main: (303) 866-3581 NEW 35 + ACRE RESIDENTIAL Water Well Permit Application M t be oomefeted in black ink or typed instructions • dor to co , letin form us Review 1. APPLICANT INFORMATION 6. USE OF WELL (check a. •ro, to e or entries) Name of applicant John Wilson & Alice Bershen i • A. Ordinary household purposes in up to 3 single-family dwellings, the watering of Mailing Address 2833 County Road 1 1 7 domestic animals, and the irrigation of not more than one (1) acre of horns gardens and lawns City Glenwood Springs State Co Zip code 81601 0 B. Livestock watering (on famrfrenchfren9e/pasture) Telephone Number (Include area code) 7. WELL DATA (970) 945-7373 MAXIMUM PRODUCTION RATE OF THE WELL 2. TYPE OF APPLICATION SHALL NOT EXCEED 15 GPM CONSTRUCT A NEW WELL ON A TRACT OF 8. TYPE OF RESIDENTIAL SEWAGE SYSTEM LAND OF 35 ACRES OR MORE 'Septic tank / absorption (each field ❑ Central system District name: 3. REFER TO (if a.. icable): Monitoring Mots acknowledgment t ❑ Vault Location sewage to be hauled to: MH- ❑ Other (attach copy of engineering dsslgn) 4. LOCATION OF WELL County Quarter/quarter ! Quarter 9. PROPOSED WELL DRILLER (o• onal) Garfield NE 1 /4 SW 1 /4 Name loans number Township Nor 8 Range E or W Prncipel Meridian Shelton Dr i l l i n e Cor.. 1 0 9 5 6 ❑ ii 8 9 ■ 6 10. SIGNATURE of applicant(a) or authorized agent Distance of well from section lines 1 688 .m ■ N 1 7 94 ft. from ❑ w The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 mis- demeanor pursuant to C.R.S. 24-4-104(13)(a). I have read Well location address. if different from applicant address (if applicable) the statements herein, know the contents thereof and state that they are true to my knowledge. 5. TRACT ON WHICH WELL WILL BE LOCATED Must be oi°diar signature A. ATTACH LEGAL DESCRIPTION FOR 36+ ACRE TRACT ❑ Development Title Date Name Office Use Only DWR Map No. Lot no. Unit # • Other DIV B. STATE PARCEL CO ID* (optional): C. s sores in treat WD 35.001 D. BA THIS WILL BE THE ONLY WELL ON THIS TRACT USE MD Form GWS -50 (12/95) COLORADO DIVISION OF WATER RESOURCE', DEPARTMENT OF NATURAL RESOURCES There are a variety a permit for a NEW one acre of home "DOMESTIC" use), only if the well will • GWS -50 FMINST (12/85) 35 + ACRE RESIDENTIAL - GENERAL INSTRUCTIONS of uses for ground water in Colorado. This form (GWS -50) is to be used only when applying for well that will be used for household use in up to three single family residences, watering of up to gardens and lawns,tering of livestock on atering of efarm,eanch� range, or pasture.mestic s ThisThs formmetimes es to ed beto as used and/or for the watering be the only well on your tract of land of 35 acres or more. This form should lX be used in the following cases: HOUSEHOLD USE ONLY - Use form GWS -49 REPLACEMENT of s residential or livestock well - Use form GWS -44 Egg This Application mustable tie COLORADObmed with the required 860 DIVISION OF WATER "RESOURCES. filing fee. Checks should be pays Applications are evaluated in chronological order. Please allow approximately six weeks for processing. APPLICATIONS must be completed clearly, and fes_ ibly, in BLACK INK or typed. ALL. ITEMS in the application must be completed. Incomplete applications may be returned to the applicant for more information. Do not change or alter the application in any way. THE LOCATION of the well in item 4 must be correctly and accurately described. township, range, principal meridian, and distance from section lines must be p NOTE: Distances are not necessarily the same distances as the distances from For additional assistance in describing the location �hYwell, the publication to Determine WeN Locations which was prodWacketorcan be reqeSed from any Colorado Division of Water Resource office. item 5. A LEGAL DESCRIPTION or survey plat of your lot or parcel of land is milked must be on each application. The applicants authorized agent may sign the application, if a An ORIGINAL signature � is submitted with the application authorizing them to act as agent for the purpose of -thEngligan letter aigna obtaining a well permit. IFl the Water sources YOU HAVE ANY QUESTIONS regarding any item on the application Division pleaseof Water IReso Division Resources e of Office Reamed in Ground Water Information Desk (303-866-3587), or the nes Springy 570-352-8712), Pueblo (719-542-3368), Alamosa 19 Dur -668 970- Montrose 8(970-249-6622), Glenwood Springs (870-945-5665), Steamboat Springs (970-879-0272), 45). DETAILED INSTRUCTIONS ARE AVAILABLE UPON REQUEST COLORADO DIVISION OF WATER RESOURCES, 1313 SHERMAN STREET, ROOM 8211d,.DENVER,3C0 (80203 PHONE 303 -88e -3W7 (information), 303-88&3581 (Min), 303-888-3447 (Weil The county, quarter/quarter, section, rovided. (your) property lines. AUG -07-1996 08:14 HIGH COUNTRY ENGINEERING • • 35 ACRE PROPERTY DESCRIPTION I A PARCEL OF LAND`SITUATED IN THE E1/2SW1/4 OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 8$ WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE QF COLORADO; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 34, A GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE; THENCE N 08°36'56" E ALONG THE NORTH•SOUTH CENTERLINE OF SAID SECTION 34 A DISTANCE OF 1523.86 FEET TO THE SOUTH -CENTER SIXTEENTH CORNER OF SAID SECTION 34, THE TRUE POINT OF BEG ING; THENCE LEAVING SAID NORTH -SOUTH CENTERLINE N 89°1.6'15" W AL NG THE SOUTHERLY LINE OF THE NE1/4SW1/4 OF SAID SECTION 34 A DI ANCE OF 345.79 FEET TO A POINT ON THE EASTERLY LINE 3F THAT PROPERTY DESCRIBED IN RECEPTION NO. 338378 OF THE GARFIFELD COUNTY LERK AND RECORDER'S OFFICE; THENCE N 10°33'05" W ALONG THE EASTERLY LINE OF SAID RECEPTION NO. 338378 A DISTANCE OF 209.40 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 03°41 57" W A DIrSTANCE OF 44.05 FEET TO THE SOUTHEAST CORNER OF THAT ?ROPERTY DESCRIBED IN RECEPTION NO. 414065 OF THE GARFIELD COUNT`CLERK AND !RECORDER'S OFFICE; THENCE N 03°41'57" W ALONG THE EASTERLY LINE OF SAID RECEPTION NO. 414065 A DISTANCE OF 189.86 FEET "'O THE NORTIMAST CORNER OF SAID RECEPTION NO. 414065; THENCE N 87°51'08" W ALONG THE NORTHERLY LINE OF SAID RECEPTION NO. 414065 A DISTANCE OF 215.63 FEET TO THE NORTHWEST CORNER OF SAID RECEPTION NO. 41'065; THENCE S 05°22'19" W ALONG THE WESTERLY LINE OF SAID RECEPTIO! NO. 414065 AND THE WESTERLY LINE OF THAT PROPERTY DESCRIBED IN REC PTION NO. 338378 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE A DISTANCE OF 684.17 FEET; THENCE CONTINUING ALONG THE WESTERLY LINE OF SAID RECEPTION NO. 338378 AND THE WESTERLY LINE OFITHAT PROPERTY DESCRIBED IN RECEPTION NO. 481764 S 10°10'29" E A DISTANCE OF 252.17 FEET; THENCE CONTINUING ALONG THE WESTERLY LINE OF SAID RECEPTION NO. 481764 S 14°38'35" E A DISTANCE OF 115.28 FEET; THENCE CONTINUING ALONG THE WESTERLY LINE OF SAID RECEPTION NO. 481764 N 89°04'28" W A DISTANCE OF 124.73 FEET; THENCE CONTINUING ALONG THE WESTERLY LINE OF SAID RECEPTION NO. 4E1764 S 01°15'22" W A DISTANCE OF 13.11 FEET TO THE NORTHEAST CORNER OF THAT PROPERTY DESCRIBED IN RECEPTION NO. 295444 OF THE GARFIE:LD COUNTY CLERK AND RECORDER'S OFFICE; THENCE N 87°39'18" W ALONG, THE NORTHERLY LINE OF SAID RECEPTION NO. 295444 AND THE NORTHERLY LINE OP THAT PROPERTY DESCRIBED IN RECEPTION NO. 423198 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE A DISTANCE OF 693.8:. FEET TO A! POINT ON THE WESTERLY LINE OF TETE E1/2SW1/4 OF SAID SECTION 34;'THENCE N 08°41'22" E ALONG SAID WESTERLY LINE A DISTANCE OF 1079.89 FEET TO A POINT ON THE SOUTHERLY LINE OF THAT PROPERTY DESCRIBED IN RECEPTION NO. 237820; THENCE S 86°34'31" E ALONG SAID SOUTHERLY LINE 254.00 FEET TO THE SOUTHEAST CORNER OF 92'i Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945-8676:• FAX: (970) 945-2555 AUG -07-1996 08:15 HIGH COUNTRY ENGINEERING P.03 PAGE NO. 2 35 ACRE PROPERTY:DESCRIPTION SAID RECEPTION NO. 237820; THENCE N 15°55'29' E ALONG THE EASTERLY LINE OF SAID RECEPTION NO. 237820A DISTANCE OF 360.00 FEET; THENCE CONTINUING ALON SAID EASTERLY LINE N 07°25'29" E A DISTANCE OF 214.41 FEET; THENCE LEAVING SAID EASTERLY LINE S 88°51'52" E A DISTANCE OF 1034101 FEET TO A POINT ON THE NORTH -SOUTH CENTERLINE OF SAID SECTION 1134; THENCE S 08°36'56" W ALONG SAID CENTERLINE A DISTANCE OF 1025.37 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL CONTAINING 35.001 ACRES, MORE OR LESS. 96676.01 AUGUST 6, 1996 92$ Cooper Avenue • Glenwood Springs, CO 81601 T&ephone: (970) 945-8676 • FAX: (970) 945-2555 33 PARCEL A 2.893 Ac.t VC SCALE: 1 2000' 704R ARAE CREEK LINE 1 DIRECTION 1 7157ANcg LI 5 36'52 34 w 16.16 1.2 5 30'32:27' R 39,53' L3 5 46'05 49' • 51.92' L4 S 16'22'54" M 151.74' LD 5 18'13,28' • 64.40' 1.6 S 00'25 14" E 55.52' CVRv7 1 RA01U5 1 LENGTH 1 TANGENT 1 CHQRO 1 BEARING I DELTA 71 6515.62' 323.55' 161.61' 323.52' 5 10'44'44 E 02'30 42" C2 371.32; 54.02' 27.06' 53.97' 5 34'42'31" w 06'20'07" C3 237.76 64.55' 32.40' 64.35' S 36'19'06" w 15'33,61 " 74 135.21' 75,12; 35,87' 69.34' 5 31'14'21' • 29'42,5 C5 500.06' 16.09 8.04' 16.09' S 17.10'11' w 01'50 35 CO 376.36' 122.40' 61,76' 121.94' 5 06'34'07" w 16'36'43" C7 54.31' 71.46' 41.97' 66.42' 5 37'16'21' w 73'23'11" C6 376.36' 53,16' 26.62: 53.11' S 14'10'42; • 06'053_ C9 376.36' 69.32' 34.76 69.22' S 04'51'21 w I0'33 10 PROPERTY DESCRIPTION PARCEL A A PARCEL OF LAND SITUATED IN THE E1/25W1/4 OF SECTION 34. TOWNSHIP 8 SOUTH, RANCE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOW: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 34, A GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE; THENCE N 11'09'40' w 1996.18 FEET TO THE NORTHWEST CORNER OF THAT PROPERTY DESCRIBED IN RECEPTION NO. 414065 OF THE GARFIELD COUNTY CLERK ANO RECORDER'S OFFICE. THE TRUE POINT OF BEGINNING; THENCE N 87'51'08' W 199.92 FEET; THENCE N 16'50'08" E 476.96 FEET 70 A POLE IN PLACE; THENCE S 84'53'40' E 106.99 FEET; THENCE S 40'57'35' E 123.69 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD N0. 117; THENCE S 09'19'22' E ALONG SAID WESTERLY RIGHT-OF-WAY 51.22 FEET; THENCE CONTIMIING ALONG SAID WESTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 8515.82 FEET AND A CENTRAL ANGLE OF 02'50'42". A OISTANCE OF 323.55 FEET (CHORD BEARS S 10'44'44' E 323.52 FEET) TO A POINT ON THE NORTHERLY LINE OF THAT PROPERTY DESCRIBED IN SAID RECEPTION NO. 414065; THENCE LEAVING SAID WESTERLY RIGHT -OF -WAV N 87'51'08" W ALONG SAID NORTHERLY LINE 194.76 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL CONTAINING 2.893 ACRES, MORE OR LESS. THE ABOVE DESCRIBED PARCEL IS SUBJECT TO AND TOGETHER WITH A 30.00 F00T WIDE ACCESS AND UTILITY EASEMENT, AS SHOWN ON THE BERSHENYI EXEMPTION. PROPERTY DESCRIPTION PARCEL B A PARCEL OF LANG SITUATED IN THE E1/2SW1/4 OF SECTION 34. TOWNSHIP 8 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOW: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 34. A GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE; THENCE N 16'26'28" w 1526.58 FEET 70 A POINT ON WESTERLY UNE OF THAT PROPERTY DESCRIBED IN RECEPTION N0. 338378 OF THE GARFIELD COUNTY CLERK ANO RECORDER'S OFFICE. THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID WESTERLY LINE N 87'51'08' W 200.20 FEET; THENCE N 05'24'15' E 496.71 FEET; THENCE S 87'51'08" E 199.92 FEET TO THE NORTHWEST CORNER OF THAT PROPERTY DESCRIBED IN RECEPTION N0. 414065 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE S 05'22'19" w ALONG THE WESTERLY LINE OF THAT PROPERTY DESCRIBED IN SAID RECEPTION NO. 414065 AND THE WESTERLY LINE OF THAT PROPERTY DESCRIBED IN SAID RECEPTION N0. 338378 496.70 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL CONTAINING 2.278 ACRES, MORE OR LESS. THE ABOVE DESCRIBED PARCEL IS SUBJECT TO AND TOGETHER WITH A 30.00 FOOT WIDE ACCESS ANO UTILITY EASEMENT, AS SHOWN ON THE BERSHENYI EXEMPTION. 0m1a1 Nmoos re .c., 4c1400 wo WI ..r onto i. i UN.' . : MR( rtw ✓ru .11 h447 UO1t4 wa 15 4Gr. rd 58 Y10 >' a::iii 4 T47..o.544. rNw"i[M« REI TO RE THIS SURVEY IS .A'BEARING OF THE SOUTHWEST CORNER OF SECTION VD THE SOUTH OUARTER CORNER OF SAID COUNTY SURVEYOR BRASS CAP IN AND AUGUST, 1996. WITHOUT THE BENIFIT OF A TITLE ON THIS MAP ARE DERIVED FROM >RINGS TOPOGRAPHY OF 1990. CERTIFICATE N ATTORNEY LICENSED 70 PRACTICE LAW EBY CERTIFY THAT ALL DEDICATIONS TO FINAL PLAT ARE FREE AND CLEAR OF S OF RECORD ANO FARTHER THAT THIS MPLIANCE WITH THE GARFIELD COUNTY TE :ERTIFICATE OF THE BOARD OF COUNTY COLORADO THIS DAY OF IN FILING WITH THE CLERK AND 4 APPROVAL IN NO WAY IMPLIES THAT 'RUE AND ACCURATE BUT DOES INDICATE 1 NOT SUBJECT TO REGULATION UNDER ATIONS AT THE TIME OF ITS FILING. ,1RMAN :OUNTY OF GARFIELD. 91Y CLERK DER'S CERTIFICATE G IN THE OFFICE OF THE CLERK AND LORADO, AT O'CLOCK I9_, AS RECEPTION NO. LERK AND RECORDER Y. DEPUTY In 0 0: 0 Y 0 • e rn 0 FILE: 96676-01 8 W Ca�q 9rrv,�iX. PROJECT N0. 96676.01 SHEET 1 OF I LJ.. L • Ili • 111.1.11, a:,,.de this 24th day of February l: JUfi\ 1', I1F:15ijt'NYI and CAROL A. BERSHIENTI of the County of Garfield and State of Co:orado, of the first part, and • /'r1e�' 5-t9D Ethtu}1a.ru. JOHN IiILSON IIERSi1ESYI and ALICE I. BEKSilENYI I et the County of Garfield and State of Colorado, of the aeco,.0 ;art N'ITNESSET1I, That the acid part irs of the first part, for and in c nsider.tion of the stun of Dollar, ($10.00) and other valuable consideration, Ten MIXON to the said part 1Cj of :he first part in hand paid ty the said part jes o} the second part, the receipt whereof is hereby confessed and ackooulydged, ha ve granted, bargained, sold and conveyed, and by these presents do Crant, bargain. sell, convey and confirm, unto the raid part des of the second part. their twirl and assign forever, alt the following described lot s or parcels of land, situate, lying and beim in the County of Garfield and State of Colorado, G, -wit: The lands, ditch and nater rights described in Exhibit A attached hereto and by reference thcreto wade a part of this Deed, together with all improvements thereon and all grazing permits issued by the Bureau of Land Iianagewent under the Taylor Crazing Act based upon said lands. Said lands contain 203 acres, more or less. s • TOGETfIER with all and 'insofar the hereditament" and ap{ndesetgr thereto beloeting, or in anywise appertaining, and the revere on and reversiems, remainder and remaind"ra, tM6a, issues and profits thereof; and all the estate, right, title, intrrnat, claim and drraaad whatsoever .1 Um seal pettierof the first part, either in Ian' or "Wirt ed, it and to the above bargained premises, with the heredit.Mata and appurtenances. No. thy. WARRANTY tsaeu_r.• ta.e.arwd. a««a. --Bradlee. µ 4L:.a u. 112444 tat 14...r, b...r, Csls..4 • • 6 q -- sem( great, !argent, sell and convey the stage in satin:: dear froze all former and other grants, bargains, sale,. ,.. kind .e mature weever, Except reservation., for rirhts of way and of oil, gas and other minerals in the United States Patents and in other conveyances in the chain of title of the grantors, to said lands and subject to the easements for roads, ditches and public utility lines now recorded and/or in use, and subject to an indebtedness of $30,000, of even date herewith, payable to the grantors and secured by a Trust Deed and the r!n.ve bargained premises in the quiet and pearratle possession of the said parties of the second their heir, and assigns against all and every person or persons lawfully claiming or to claim the whole or any part ther,•of, the said part jos of the first part shall and will WARRA\'T AND FOREVER DEFEND. IN WFFNESS SVIIEREOF, the said part i. s of the first part ha and seals the day and year first above written. n , /I >' Signed. sealed and Delivered is the Presence of J STATE OF COLORADO, Coonty of Garfield The foregoing instrument was acknowledged beton me this. 197.5 >by `sy'r`- ,ATT.-iJ. /S.t�+c. 4trt.e'C. 1(y commission esprres)($ ' 14- .191g ve hcreanto act thejrbaeds WEAL) (SEAL] (SEAL] }UL • • 5-- day of-Thri. �%r-c—K Ci.. i,1shcit.r,t..• . Witnemy hand u official seal. n Y j A r .0 5 � t, 1 IP • • '9 -'9 --EXHIBIT A The Northeast Quarter of the Southi.est Quarter (NE}SW't); the Southeast. Quarter of the Northwest Quarter (SE'NWL) and the Southwest Quarter of the Northeast Quarter (SWYNE), Section 34, Township 6 South, Range 89 West of the Sixth Principal Meridian, and so much of the Northeast Quarter of the Northwest Quarter (NEtNW1/4), Section 34 as lies South of a line described as be- ginning at a point 562 feet South 7 degrees 41' west of quarter corner between Sections 27 and 34, Township 6 South, Range 89 West of the Sixth Principal Meridian, the!tce North 82 degrees 49' West 1315 feet to stone marked D. L. situate near crest of ridge, Var. 14 degrees 10' East,and so much of the Northwest Quarter of the Northeast Quarter (NWUNE);), Section 34, as lies South of a line described and established as beginning at a point 562 feet South 7 degrees 41' West of the quarter corner between Sections 27 and 34, thence South 82 degrees 49' East 1315 feet to a stake and stone, containing 187 acres. Also that portion of the Southeast Quarter of the Northeast Quarter (SEkNElt) and the Northeast Quarter of the Southeast Quarter (NEkSE) of Section 34, Township 6 South, Range 89 West, lying West of the West line of the right of way of the former Colorado Midland Railroad Co., and North of the irrigating ditch formerly owned by D. S. Smart and taken from Four Mile Creek as the same now exists upon the ground. Also that portion of the Northwest Quarter of the South- east Quarter (NWkSEk) of Section 34, Township 6 South, Range 89 West lying North of the denten of Four Mile Creek. Also that certain tract of property particularly des- cribed in a deed dated December 31, 1969 from Cheste. 0. Axthell and Evelyn R. Axthell to John P. Bershenyi and Carol Bershenyi, recorded in Book 406 at page 575, containing 9.95 acres, more or less, reference to which deed is made for further particulars. Excepting and reserving from the land hereby conveyed 12 acres of land situate in the Southeast Quarter of the North- west Quarter (SE.NW1/4) and the Northeast Quarter of the South- west Quarter (NE}SWf), described in Book 19 at page 534 of the Garfield County, Colorado records. Also excepting and reserving from this conveyance the lands described in a warranty deed dated December 31st, 1969 from John P. Bershenyi and Carol A. Bershenyi as grantors to Chester E. Axthell and Evelyn R. Axthell, recorded in Book 406 at page 576 of the records of Garfield County, Colorado. Also excepting reservations of oil, gas and other minerals in patents from the United States of America and in other con- veyances in the chain of title of the grantors in and to the lands above described. -1- 1 • • Together with all ditch and water righ._ appertu: to or used in connection with the above described 'lands, _- eluding but without limitation on the foregoing, an unc::vided one-half interest in the following: Thc: Four Mile Ditch, being Ditch No. 19 from Four Mile Creek in the decrees of the District Court of Garfield County, Colorado in and for former Water District No. 38, together with the following rights adjudicated thereto: - Priority No. 19 for 1.6 C. F. S. of water relating back to November 6, 1881 Priority No. 221A for 1.6 C.F.S. of water relating back to December 7, 1903 Priority No. 406H for 4.0 C. F. S. of water relating back to July 15, 1919 Priority No. 531 for 5.44 C.F. S. of water relating back to July 29, 1947 Together with all range rights and grazing privileges upon the public domain ranges attached to, appurtenant to, or based upon the above described lands 01 any part thereof. 3 • • f_ _ 63 JOHN P. RERSNENT and CAROL A. BERSNENYI of the County o Garfield ared State of Colorado. $ of the fine Pan, and JOHN WILSON BERSHENYI and ALICE P. BERSHEIIYI whole omaa 2833 117 Rd., Glenwood Springy., CO sf the County of Garfield and State of Colorado, of the second pen. WITNESSETH. That nu said pan of the forst pan, for and in consideration of the sum of TEN DOLLARS and other gond and valuable consideraotion - lathe saidlr Sen of the f rat pan to hand pad by the said pan l ea of the second pan. the receiptivlistente bonny tanfred end neknosvkdged, have granted. bargained, told and conveyedand by tholeprtmrmts do pont, harms, aetI. convey and confirm. unto the east parties of the second pan. their Ras W ripe forever. all he following described lot or panel of land. situate. lying and bang in the County of Gar in Id and State of Colorado, to wit: IIta of Section 34 NE'SNdt of Section 33 All in Township 6 South, Range 89 Went of the 6th P.M. together with but without warranty the ditch and ditch rights appurtenant thereto and .75 cfe of water ost of the Rhower Ditch from Three Mile Creek and the water right adjudicated thereto. Reserving unto the Grantors, their heirs and assigns, an easement for ingress and egress over, through and upon the existing fare road as in place. abeheMbildhalifteMillOW TOGETHER will r Rod singular the hereditaments and appurtenances thereto belonging, or in aapeia oppertainino mod*a Manisa and reseninm. remainder and remamckn. rents. mum and profMsYwsah sadd Os otos[, right, aide, inlIaled. claim and de,nand whatsoever of the aixd pan les of the first part, akar is Ism or equity. et. in and to the above bargained premises, with the hersilitanenn and apintnenancn. dir • • TO LAME ASID TO DDI.D the ..id precedes* Weave bargained mad drecobed, with the awurtenenee., 0100 the rid pet lea .1 pmatthelr e.lr. rd 'sheens format. And the said f. theta tyre., mtasseWt>. ade/abm.l.e', A. covenant, part I . s afore R:nd put, ro Brun grant, bargain ...d agree 00 and with the rY pit 1t• *dee 'mrd part. t he 1 r helm sad assigns, that at the time of tie &nasal/AA and delivery of than pewm they are wall seined of the prey.. .hose conveyed, u of good. sure. perfect. shanlute and tsddraile 000.1 .1 i0MAmaca. Y lata, 1. fee Ample, and ha ve gaol right all power sad lawful .uUurn1 00 ■rant bargain ma sad coney the ..mm is mama, Axel form .. &fo..aa/, and that the mer .n free and elrr from all fares. sad .Am greats, bmgatsa. sal., Liens, taxes. assessments and .numb.....e of whatever kindornstanneesr. Subject to taxon for 1981 payable in January 1983; patent and all, gas and other mineral reservations and leases of record, and easements and rights of way of record or in place. and the above bupla.d premier In the quiet ..d peaceable pa..e..ion of the lad pan ica of the ..rood part. . .., - `-'n .rid aa.lgn. against .11 end every person or persons lawfully claiming or to claim the whale or any part thereof, the .ald parties of the first part Waal and will WARRANT AND FOREVER DEFEND. IN WITNESS WREREOF, the said part 1es of the first part h• ve .gad seal a the and year first above written. 9i.a.d, yea1.d aai DM.eral in the Fromm. of Mnun00 ..tt he 1 r hand s STATE OF COLORADO. �es County of Garfield The foregoing instrument lama acknowledged before me the. 22nd 19 82.by .JOHN P. BERSHENYI and CAROL. BF.RSHENYI. day of February 9LLdtt.. . 19 83 . Wofficialn my hand and official teal. / .,C "1n . . 811 Color o Ave.Natio Glenwood prings, CO 81601 • • atr.....�.rtt. 480382 8-848 P-139 07/10/95 11:33A PG,1 OF 1 REC DOC MDT mum ALSD3RF GARFIELD MOM CURL AND D: D EN 8 rel 14i'/fla.�„ 9. ea KNOW ALL MEN BY THESE PRESENTS THAT JOHN WILSON BERSHENYI and ALIO P. BERSHENYI, a.k.a. Alice Bershenyi First Party 2833 117 Road P O. Box or Street Address Glenwood Springs, iO Oh/ State Zip 81601 a Colorado Corporation a Partnership Lltmted Partnership RECORDER for and In consideration of ten dollars and other valuable consideration, in hand pard, hereny sells and quitclaims TO JOHN WILSON BERSHENYI and ALICF BERSHENYI Second Party 2833 117 Road P.O. Box or Street Address Glenwood Springs, CO 31601 City State Zip the following describer: property in the County of Garfield • .ndrvnlpally pmt Tenancy tenancy m common a Colorado Corporation a Partnership ' a Limited Partnership and State of Colorado: Those certain lands and real properties, water and water rights, ditches and ditch rights, Improvements situate thereon, easements and rights of way appurtenant thereto and used in connection therewith, range rights and grazing privileges on the public domain based upon said lands, or any part thereof, and grazing permits issued and used in connection therewith, all as more particularly described in deeds recorded in the office of the Clerk and Re- corder of said county as Rec. No. 266488 in Hook 469 at Page 502 thereof, Rec. No. 324916 in Book ,93 at Page 263 thereof and Rec. No. ,45595 in isvok 615 at. Pane 992 thereof, with allltsappurtenances, EXCEPT that certain tract of land cnveyed to wlliiam N. ,,tjm described in a deed recorded in said office as Rec. No. 477156 in Hook 938 at Page 452 thereof. SIGNED this day of July A D. 19 9', . (NO S'1 A'l E ,n n'l MEQ': I -.I+'! P t F REQUIRED - clari 1 narna•s . Party. i • o11n r',I tsnn iiershen' STATE OF COLORADO COUNTY OF GARFIF The 19 �� t. Alice P. Bersher.yi, a. k. -i. Alice Bershe•(, i iuwledged before me mis Witness rryr hand and otln,al seal MincrimniRstion expires NOTE sir aeyhcabla mare pwn vntt, a &nNla, WWI ,n:luM o u,.l N tont.. •aeu� ., • (/•ya �lnt 647 it.* Aver. " ,�p'wEye J bi. 1 day of .iu1 .ci •(1' i., a.k.;i. - N- oidry pubL a • Rt1.wd.d r... % 1. Atiark a..EC��10.J99 ? lUII us kaleIiimpilm.,d e Nw...-. 5,4,4,_ .mite + "rseewdar. TNIS DsmD% us* chis 2vth ry of December . tp 82 JOHN P. PERSNEN\•1 arc C\Rot A. hfNSHFY.YI r` . com'i. of Gar ield and State of t of the (real pert. end ICOR WILSON RERSHENYI and ALICE 1. RENSHENY; whose legal address is: 2613 117 Rd. . Glen. Spam., CO of the t'w.nr of i:arfield and State of colored°. of the I..•rood part: m.T'YRS.c1CT11. That the told Attlee of the GM part. ie. and ilk r.mad.'::.•. • ,r 1:te sum of TEN 1X)LI.ARS and other wind ..nd valuable considerat fon--- 410.1611111‘ to Cie sand parties of the neat pan in hams Fwd t•the said o •• i. ��i tr .. o o,..t . • receipt whereof is herel,y confessed and ...knits L.dg6d, ha ve ptantrv.. hnrea n•d. .• and ,.•.. i -u the, vea nt, terrain, 3111 C0 .0. and confirm. Wt,' r ,., a prevents �M ')' the an:a mat i, •, , hoo, and a•atanx Immo r. n:i th. fotlnedas &seri:er: lot . lin tr: •d •tt. ,os and rune in A. county o C.c. r1 leld and state o, •.,t,., a„. I. a. The hest Half of th.e Southwest Quarter (WliSW'..> ,.t Se, tt„n The Southeast Quartet of the lout beast Quarter (SEt,SEk) of 5 err ion 18: Ali, 18 T unship t South,. Range SI Nr- : of the nth P.N. Togititer with but without warrants the ditch and Atoh rights appurtenant thereto and .7c ctu of water out of rhe Rhtwer Diteh trio Three Mile Creek and the water right .td1.r11cat.•d thereto. Reaarving unto th,. Clanton., their hcirs and ;toetRnt., do easement for ingress and egress over, t Arouab and :iron r h, t•s i at i nk farm r.•a.l as In place. 5~r 615 n 93 ro HAVE AND TI IOW the said premiere above Neatened and deacnL.d, ..tth the app,nenarncan unto the rid pusses cdide_rAnd pW t hal there and assign, •orever ,vnd tie Neil pan it, of the tint part, for t hes ad S. .. i[raruton, and adeJn.etrstme. do covenant want. t.arratn and vireo to and with the tied ..at its et the wood tart. thet dein and Inman., that at th.• tune of the enamlrng and delivery of thaw preamta t hey amen adsad of the premier alto.,,nv eyed. a of good. sea poorer. anecdote and ladtdaaarn,le ealwe of mnentance. m lar., o. fee .u.:rR, and ha tstoats r':gh. full powor .tnd lave,,: authority to peat. hargain, tell and mosey the attar In manner and form u ofon.wid. and that the mane are free and Year fnon all firmer and Dins grants. banttatn.. ogles. Irma, taxon. a.o.mannenre and en;.anhranee, of o-hatever Madornature sower. Sub leer to taxes for 1982 pdc.rin id ud..y I'Sl; poi rot and n11. hen and athe, manoral r>•wervat ion+. and 1.•a gas . f ret ,rrd. and easement, and right. , . wav of rnconl at in pl., t•. and the ala. bargained premises to the quirt and peaeWde I..esmoorl of the card pan it•. of the second Gorr. [ ht -1 r h.rn and ..sign. ,gains, W and every person nr persons lawfully claiming or to claim the whole or any part thereof. the said pa' v _ .1 rho fiat ;cert shall *rid malt WARRANT AND FOREVER I(F.FE. D. IN WIT NESS 16H1FRFXIF•'hi• said part les of the fart part 051. heret.nto on he 1 /hand a and seal . the day and year firm above written. 84.4 ...ilea and hell. ered in the Pretence o SPENtliktl A OF COLORADO. (btmty of ' •.1 rt Lela Jw" :be foregoing gastronamt eat acknowledged Wore me this 20 t 1p .12,by I, llth P. RF.RSNi I:1I and (ARO! A. P11RSOFt3Y; Yy coamresnon.Aplrea WARRANTY DEED p1� . 10 9 1 Witness my hand and official seal a' 1 I o I. ...It'. AVc • /' [SEAL) [SEAL] [SEAL) • 7 Y1 7 Ms kr) 4 Exhibit Ilk Pa 1 *0 T R / /q,7 cl The Northwest Quarter of the Northwest Quarter (NW1/4NW1/4) Section 34, and the Northeast Quarter of the Northeast Quarter (NE1/4NE1/4) Section 33, all in Township 6 South, Range 89 West of the Sixth Principal Meridian. Reserving unto John P. and Carol A. Bershenyi their heirs and assigns, an easement for ingress and egress over, through and upon the existing farm road as in place. The Northeast Quarter of the Southwest Quarter (NE1/4SW1/4); the Southeast Quarter of the Northwest Quarter (SE1/4NW1/4) and the Southwest Quarter of the Northeast Quarter (SW1/4NE1/4), Section 34, Township 6 South,- Range 89 West of the Sixth Principal Meridian, and so much of the Northeast Quarter of the Northwest Quarter (NE1/4 NW1/4), Section 34 as lies South of a line described as beginning at a point 562 feet South 7 degrees 41' west of quarter corner between Section 27 and 34, Township 6 South, Range 89 West of the Sixth Principal Meridian, thence North 82 degrees 49' West 1315 feet to stone marked D.L. situate near crest of ridge, Var. 14 degrees 10' East, and so much of the Northwest Quarter of the Northeast Quarter (NW1/4NE1/4) Section 34, as lies South of a line described and established as beginning at a point 562 feet South 7 degrees 41' West of the quarter corner between Section 27 and 34, thence South 82 degrees 49' East 1315 feet to a stake and stone, containing 187 acres. Also that portion of the Southeast Quarter of the Northeast Southeast Quarter (SE1/4NE1/4) and the Northeast Quarter of the Quarter (NE1/4SE1/4) of Section 34, Township 6 South, Range 89 West, lying West of the West line of the right of way of the former Colorado Midland Railroad Co., and North of the irrigation ditch formerly owned by D.S. Smart and taken from Four Mile Creek as the same now exists upon the ground. Also that portion of the Northwest Quarter of the Southeast Quarter (NW1/4SE1/4) of Section 34, Township 6 South, Range 89 West lying North of the center of Four Mile Creek. Exhibit 0" • Also a tract of land situated in the Southeast Quarter of the Southwest Quarter of Section 34, Township 6 South, Range 89 West of the Sixth Principal Meridian lying southerly of the northerly line of said Southeast Quarter of the Southwest Quarter(SE1/4SW1/4) and easterly of the westerly line of said Southeast Quarter of the Southwest Quarter(SE1/4SW1/4), said tract of land being described as follows: Beginning at a point on the northerly line of said Southeast Quarter of the Southwest Quarter(SE1/4SW1/4), whence the southwest corner of said Section 34 bears South 56degrees 13'16" West 2702.74 feet; thence South 05 degrees 23'37" West 242.47 feet; thence South 10 degrees 09'11" East 252.17 feet; thence South 14 degrees 37'17" East 115.28 feet; thence N. 89 degrees 03'10" West 818.29 feet, to a point on the westerly line of said Southeast Quarter of the Southwest Quarter; thence North 08 degrees 45'23" East 604.19 feet along the westerly line of said Southeast Quarter of the Southwest Quarter to the not thwest corner of said Southeast Quarter of the Southwest Quarter; thence South 89 degrees 11'37" East 675.51 feet along the northerly line of said Southeast Quarter of the Southwest Quarter to the point of beginning, containing 9.95 acres, more or less. Excepting and reserving from this land 12 acres of land situate in the Southeast Quarter of the Northwest Quarter (SE1/4NW1/4) and the Northeast Quarter of the Southwest Quarter (NE1/4SW1/4), Section 34, Township 6 South, Range .89 West of the Sixth Principal Meridian, said tract being described as follows: Beginning at a point 480 feet North 07 degrees 44' East of the Southwest corner of the Northeast Quarter of the Southwest Quarter of Section 34; thence North 07 degrees 44' East (Var. 14 degrees 10' East) 1752 feet to stake and stone, thence North 88 degrees 30' East along fence 265 feet to stake and stone, thence South 381 feet to old quarter corner South of Dearings Farm, thence South 07 degrees 45' East 364 feet to stake and stone on edge of bluff, thence South 31 degrees West 300 feet to stake and stone on edge of bluff, thence South 06 degrees 30' West 411 feet to stake and stone on West of • . Exhibit "A" Four Mile Creek, thence South 15 degrees West 360 feet to stake and stone on West side of Four Mile Creek and in line of fence, thence North 87 degrees 30' West 2154 feet along said fence line to stake and stone at point of beginning, containing 12 acres more or less. Also excepting a tract of land situated in the Northeast Quarter of the Southwest Quarter of Section 34, Township 6 South, Range 89 West of the Sixth Principal Meridian, lying northerly of the southerly line of said Northeast Quarter of the Southwest Quarter (NE1/4SW1/4) and westerly of the westerly right of way line of a county road as constructed and in place, said tract of land being described as follows: Beginning at a point on the southerly line of said Northeast quarter of the Southwest Quarter whence the southwest corner of said Section 34 bears South 56 degrees 13'16" West 2702.74 feet; thence North 05 degrees 23'37" East 441.70 feet; thence South 87 degrees 49' 50" East 215.63 feet to a point on the westerly right of way line of said road; thence South 03 degrees 40'39" East 233.91 feet along the westerly right of way line of said road; thence South 10 degrees 47" East 205.98 feet along the westerly right road to a point on the southerly line of said of the Southwest Quarter (NE1/4SW1/4); thence 37" West 309.67 feet along the southerly line 31' of way line of said Northeast Quarter North 89 degrees 11' of said Northeast Quarter Southwest Quarter to the point of beginning, containing 2.57 acres more or less. Le -Ss crt4a.c. IeC pa \.1 t6�oa li l i ,pa„, m nam v omo -yrz•'Fi1 >Nr �4Nssm2mAgmfNAlmuypoN• Z m fl I 6" m,mO*pA !,044;;P rm Nvr-, - 0�=ZtO <N mOmm�N App mCtm<Z� iN nm dim Nc A-+ A�vn•z��iA Cr- VIOIKmp- mZmOmA yy >O•. Z�n ZnG r0m Z §AAAA >OZ~flit 9HHHHtH m<Ap�2nrnD y -Z AlCDO�pP-OV5N+o�E> U no O A Ur -o - Z O `N m0 • E AR6; x 31V3S 3IHdtl2IO lOA3Ath S AlNf OD O131 3NV0 CLERK ANO RECORDER'S CERTIFICATE 31VD1311633 S,210A3A8f15 AINro 96560 Si'''NOl9NIN2IVH 'M W YM3 BERSHEN YI EXEMPTION PLAT 4 -MILE JOHN BERSHENY1 2833 CO. RD 117 SPRINGS,GLENWOOD CO FOR REVIEW ONLY DATE 8Y• HON COUNTRY EW! EER183 K . 923 COOPER AMA IE OLB81A700 8PR838. CO 81601 P11(970) 946-8676 FX (970) 946-2556 DES. 610. DATE DR. FWTI CN. DATE 7/17/96 FILE: 96676-01 REVISION