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HomeMy WebLinkAbout1.0 Application• • 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 CounDf, Colorado, adopted April 23, 1984 Section 2:20.49, the undersigned 7/.p t 5 (inn k respectfully petitions the Board of County Commissioners of Garfield County, Colorado, to exempt bydcr`s Resolution the division of /6 5-a e r(° acre tract of land into ? '7 a cle D/ S * 140 tracts of approximately acres each, more or less, from the 5-`/- Cr 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: Soes-,oc Is a/re/2 . eJy >.-d ey (z)' o A/ 3/ �1, cJ //A �vr• 11�-`j�� fn � 'seiyo �G� fir) --, An / G� �� zc !?mem5 /,� d / �1E' ,-.01 d AD £4Jt" C.� ,/ A.7/del 4+- SUBMIITTAL REQUIREMENTS: An application which satisfied the review criteria must be submitted with all the following information: A. Sketch map at a minimum scat;: 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"=20001 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. I Yl©!'flc€ 5 Coo Pe tioner POLOx 39R Mailing Address Co. goeioa City State 56)-3-//q-0:310.4 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. In order to qualify for exemption, the parcel as it existed on January 1. 1973, must have been 35 acres or greater in size at that time and not a part of a recorded subdivision: however. any parcel to be divided by exemption that is split by a public right-of-way (State of Federal highway. County road or railroad), preventing joint use of the proposed tracts. and the division occurs along the public right-of-way, such parcels thereby created may. at the discretion of the Board. not be considered to have been created by exemption with regard to the four (4) lot. parcel, interest or dwelling unit limitation otherwise applicable. For the purposes of definition, all tracts of land 35 acres or greater in size, created after Januar 1, 1973 will count as parcels of land created by exemption since January 1, 1973. • • B. All Garfield County zoning requirements will be met; and C. All lots created will have legal access to a public right-of-way and any necessary access easements have been obtained or are in the process of being obtained; and D. Provision has been made for an adequate source of water in terms of both the legal and physical quality, quantity and dependability, and a suitable type of sewage disposal to serve each proposed lot. Proof of a legal supply shall be an approved substitute water supply plan contract; augmentation plan; an approved well permit; legally adjudicated domestic water source or a contract for a permanent legal supply of domestic water to be hauled from an outside site for a cistern. Proof of the physical supply from a well for the public meeting, may be documentation from the Division of Water Resources that demonstrates that there are wells within 1/4 mile of the site producing at least five (5) gallons /minute. Prior to the signing of a plat. all physical water supplies using a well shall demonstrate the following: 1) That a four (4) hour pump test be performed on the well to be used: 2) A well completion report demonstrating the depth of the well, the characteristics of the aquifer and the static water level: 3) The results of the four (4) hour pump test indicating the pumping. rate in gallons per minute and information showing drawdown and recharge; 4) A written opinion of the person conducting the well test that mis well should be adequate to supply water to the number of proposed lots: 5) An assumption of an average or no less than 3.5 people per dwelling unit. using 100 gallons of water per person. per day: 6) If the well is to shared. a legal. well sharing agreement which discusses all easements and costs associated with the operation and maintenance of the system and who will be responsible for paying these costs and how assessments will be made for these costs. 7) The water quality be tested by an approved testing laboratory and meet State guidelines concerning bacteria and nitrates. For water supplies based on the use of cistern, the tank shall be a minimum of 1000 gallons. E. Method of sewage disposal. and a letter- of approval of the fire protection plan from the appropriate fire district: and F. All state and local environmental health and safety requirements have been met or are in the process of being met. and G. Provision has been made for anv required road or stonn drainage improvements: and • • H. Fire protection has been approved by the appropriate fire district; and H. Any necessary drainage, irrigation or utility easements have been obtained or are in the process of being obtained; and I. School fees, taxes and special assessments have been paid. (The school impact fee is $200.00 for each 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 (15) days of the meeting, the Board shall approve, conditionally approve or deny the exemption request. The reasons for denial or any conditions of approval shall be set forth in the minutes of the meeting or in a written resolution. An applicant denied exemption shall follow the subdivision procedures in these regulations. U.S. DEPARTMENT OF AGRICULTURE• �GE 1 OF 2 NATURAL RESOURCES CONSERVATION SERVICE •11/6/96 SOIL FEATURES Thomas C. Cook, Garfield Creek Bedrock Cemented pan Map symbol and soil name Depth Hardness Depth Kind Subsidence Potential ;frost action Initial; Total 9: Badland 16: Cimarron 19: Cochetopa Jerry 23: Detra 39: Jerry 68: Vale 71: Villa Grove Zoltay In 0-3 >60 >60 >60 40-60 >60 >60 >60 >60 Soft Hard In Risk of corrosion Uncoated steel Concrete In In None Moderate Moderate Low Moderate Moderate Low Moderate High Low Moderate Moderate Low Moderate High Low Moderate Moderate Low ;Moderate Low ;Moderate Low --- ;Moderate --- ;Moderate NATURAL RESOURCES CONSERVATION SERVICE • SOIL FEATURES Endnote -- SOIL FEATURES 11/6/96 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 Thomas C. Cook, Garfield Creek • PAGE 1 OF 4 11/6/96 (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation) Map symbol Septic tank and soil name absorption fields Sewage lagoon areas Trench sanitary landfill Area sanitary landfill Daily cover for landfill 9: Badland 16: Cimarron 19: Cochetopa Jerry 23: Detra 39: Jerry 68: Vale 71: Villa Grove Severe: depth to rock, slope Severe: percs slowly Severe: percs slowly, slope Severe: percs slowly, slope Severe: percs slowly, slope Severe: percs slowly, slope Severe: percs slowly Severe: slope Severe: depth to rock, slope Severe: slope Severe: slope Severe: slope, large stones Severe: slope Severe: slope Moderate: seepage, slope Severe: seepage, slope Severe: depth to rock, slope Severe: too clayey Severe: slope, too clayey Severe: slope, large stones Severe: depth to rock, slope Severe: slope, large stones Slight Severe: slope Severe: depth to rock, slope Slight Severe: slope Severe: slope Poor: depth to rock, slope Poor: too clayey, hard to pack Poor: too clayey, large stones, slope Poor: large stones, slope Severe: Poor: slope slope Severe: slope Slight Poor: large stones, slope Good Severe: ;Poor: slope ; slope JQTURAI RESOURCES CONSERVATION SERVICE SANITARY FACILITIES --Continued Thomas C. Cook, Garfield Creek 11/6/96 Map symbol and soil name Septic tank absorption fields Sewage lagoon areas Trench sanitary landfill Area sanitary landfill Daily cover for landfill 71 (con.): ioltay Severe: percs slowly, slope Severe: slope Severe: slope, too clayey, large stones Severe: slope Poor: too clayey, large stones, slope U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE Endnote -- SANITARY FACILITIES • • PAGE 3 OF 4 11/6/96 SANITARY FACILITIES 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• • PAGE 4 OF 4 NATURAL RESOURCES CONSERVATION SERVICE •11/6/96 SANITARY FACILITIES Endnote -- SANITARY FACILITIES --Continued 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 Thomas C. Cook, Garfield Creek • PAGE 1 OF 2 11/6/96 (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation) Map symbol and soil name Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets Lawns and landscaping 9: Badland 16: Cimarron 19: Cochetopa Jerry 23: Detra 39: Jerry 68: Vale 71: Villa Grove Zoltay Severe: depth to rock, slope Moderate: too clayey Severe: slope Severe: slope Severe: slope Severe: slope Slight Severe: slope Severe: slope Severe: slope Severe: shrink -swell Severe: slope Severe: slope Severe: slope Severe: slope Moderate: shrink -swell Severe: slope Severe: slope Severe: depth to rock, slope Severe: shrink -swell Severe: slope Severe: shrink -swell Severe: :Severe: slope droughty, slope, depth to rock Severe: shrink -swell, low strength Slight Severe: Severe: Severe: Severe: slope slope slope slope Severe: Severe: Severe: Severe: slope slope slope slope Severe: Severe: Severe: Severe: slope slope slope slope Severe: Severe: Severe: Severe: slope slope slope slope Slight Moderate: Severe: Slight shrink -swell, low strength slope Severe: slope Severe: slope Severe: slope Severe: ;Severe: Severe: slope ; slope low strength, ' ' slope Severe: slope Severe: slope U.S. DEPARTMENT OF AGRICULTURE• • PAGE 2 OF 2 NATURAL RESOURCES CONSERVATION SERVICE • 11/6/96 BUILDING SITE DEVELOPMENT Endnote -- BUILDING SITE DEVELOPMENT 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 Thomas C. Cook, Garfield Creek • PAGE 1 OF 4 11/6/96 (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation) Map symbol and soil name Roadfill Sand Gravel Topsoil 9: Badland 16: Cimarron 19: Cochetopa Jerry 23: Detra 39: Jerry 68: Vale Poor: depth to rock, slope Poor: shrink -swell, low strength Poor: low strength, slope Poor: slope Fair: depth to rock, thin layer, slope Poor: slope Fair: low strength Improbable: excess fines Improbable: excess fines Improbable: excess fines Improbable: excess fines Improbable: excess fines Improbable: excess fines Improbable: excess fines Improbable: excess fines Improbable: excess fines Improbable: excess fines Improbable: excess fines Poor: depth to rock, slope Poor: too clayey Poor: large stones, area reclaim, slope Poor: large stones, area reclaim, slope Improbable: Poor: excess fines ; slope Improbable: excess fines Poor: large stones, area reclaim, slope Improbable: Fair: excess fines ; too clayey NATURAL RESOURCES CONSERVATION SERVICE • • CONSTRUCTION MATERIALS --Continued Thomas C. Cook, Garfield Creek 11/6/96 Map symbol and soil name Roadfill Sand Gravel Topsoil 71: Villa Grove loltay Fair: slope Improbable: excess fines Poor: :Improbable: low strength ; excess fines Improbable: excess fines Improbable: excess fines Poor: large stones, area reclaim, slope Poor: large stones, area reclaim, slope U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERV Endnote -- CONSTRUCTION MATERIALS This report gives information about "Good", "Fair", or "Poor" as a sour source of sand and gravel. The rat soil and its use as construction ma practices are assumed. Each soil i Roadfill is soil material that is e the soils are rated as a source of exacting in design than higher emba depth of 5 or 6 feet. It is assume layers of contrasting suitability w and it provides detailed informatio layer for use as roadfill. The per the ratings. The ratings are based on soil prope suitable material is a major consid and slope. How well the soil perfo inferred from the engineering class Soils rated material, a water table CE CONSTRUCTION MATERIALS • PAGE 3 OF 4 11/6/96 the soils as a source of roadfill, sand, gravel, and topsoil. The soils are rated e of roadfill and topsoil. They are rated as a "Probable" or "Improbable" ngs are based on soil properties and site features that affect the removal of the erial. Normal compaction, minor processing, and other standard construction evaluated to a depth of 5 or 6 feet. cavated in one place and used in road embankments in another place. In this report, oadfill for low embankments, generally less than 6 feet high and less kments. The ratings are for the soil material below the surface layer to a that soil layers will be mixed during excavating and spreading. Many soils have thin their profile. The report entitled Engineering Index Properties is also available about each soil layer. This information can help determine the suitability of each ormance of soil after it is stabilized with lime or cement is not considered in ties, site features, and observed performance of the soils. The thickness of ration. The ease of excavation is affected by large stones, a high water table, ms in place after it has been compacted and drained is determined by its strength (as fication of the soil) and shrink -swell potential. "Good" contain significant amounts of sand or gravel or both. They have at least 5 feet of suitable low shrink -swell potential, few cobbles and stones, and slopes of 15 percent or less. Depth to the is more than 3 feet Soils rated "Fair" have more than 3 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 aggreg.tes 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 gr vel 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 so'l series descriptions. Gradation of grain sizes is given in the Engineering Index Properties report. A soil rated as a "Probable" sourc up to 12 percent silty fines. Thi stones. All other soils are rated siltstone, are not considered to b has a layer of clean sand and gravel or a layer of sand or gravel that contains material must be at least 3 feet thick and less than 50 percent, by weight, large as an "Improbable" source. Coarse fragments of soft bedrock, such as shale and sand and gravel. u.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • CONSTRUCTION MATERIALS Endnote -- CONSTRUCTION MATERIALS --Continued • PAGE 4 OF 4 11/6/96 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 • CLASSIFICATION OF THE SOILS Thomas C. Cook, Garfield Creek • PAGE 1 OF 1 11/6/96 (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 Cimarron Cochetopa Detra Jerry Vale Villa Grove Zoltay ARGIC VERTIC CRYOBOROLLS, FINE, MONTMORILLONITIC ARGIC PACHIC CRYOBOROLLS, FINE, MONTMORILLONITIC PACHIC ARGIBOROLLS, FINE -LOAMY, MIXED ARGIC CRYOBOROLLS, FINE, MONTMORILLONITIC ARIDIC ARGIUSTOLLS, FINE -SILTY, MIXED, MESIC ARIDIC ARGIBOROLLS, FINE -LOAMY, MIXED PACHIC ARGIBOROLLS, FINE, MONTMORILLONITIC U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES Thomas C. Cook, Garfield Creek 0 PAGE 1 OF 3 11/6/96 (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 16: Cimarron 19: Cochetopa Jerry 23: Detra MOUNTAIN LOAM BRUSHY LOAM BRUSHY LOAM MOUNTAIN LOAM Favorable Normal Unfavorable Favorable Normal Unfavorable Favorable Normal Unfavorable Favorable Normal Unfavorable Lb/acre 1,500 Idaho fescue 1,300 Basin big sagebrush 1,000 ;Muttongrass 3,000 2,000 1,500 3,000 2,000 1,500 1,800 1,500 1,300 ;Western wheatgrass ;Nodding bromegrass Needlegrass ;Mountain brome Slender wheatgrass Bearded wheatgrass Gambel oak Mountain brome Utah serviceberry Elk sedge Bearded wheatgrass Columbia needlegrass Mountain snowberry Gambel oak Mountain brome Utah serviceberry Elk sedge Mountain snowberry Slender wheatgrass Western wheatgrass Basin big sagebrush Needleandthread Mountain big sage Mountain brome Antelope bitterbrush Western wheatgrass Pct 25 10 10 10 5 5 5 5 5 20 20 10 10 5 5 5 20 10 10 10 5 5 5 5 20 10 10 5 5 U.S. DEPARTMENT OF AGRICULTURE1111* PAGE 2 OF 3 NATURAL RESOURCES CONSERVATION SERVICE 11/6/96 RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued Thomas C. Cook, Garfield Creek Map symbol and soil name Range site Total production Kind of year Dry weight Characteristic vegetation Compo- sition 39: Jerry 68: Vale 71: Villa Grove Zoltay BRUSHY LOAM DEEP LOAM BRUSHY LOAM BRUSHY LOAM Favorable Normal Unfavorable Favorable ;Normal ;Unfavorable Favorable Normal Unfavorable Favorable Normal Unfavorable Lb/acre 3,000 2,000 1,500 1,800 1,500 900 3,000 2,000 1,500 3,000 2,000 1,500 Gambel oak Utah serviceberry Basin big sagebrush Sedge Nodding bromegrass Common snowberry Slender wheatgrass Big bluegrass Western wheatgrass Western wheatgrass Prairie sandreed Blue grama Green needlegrass Needleandthread Utah serviceberry Low rabbitbrush Utah serviceberry Gambel oak Mountain brome Western wheatgrass Elk sedge Mountain snowberry Gambel oak Utah serviceberry Mountain brome Elk sedge Western wheatgrass Mountain snowberry Pct 20 10 10 10 5 5 5 5 5 20 15 10 10 10 5 5 15 15 10 10 10 5 20 15 10 10 5 5 U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • Endnote -- RANGELAND PRODUCTIVITY AND CHRACTERISTIC PLANT COMMUNITIES 4111 PAGE 3 OF 3 11/6/96 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. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • WILDLIFE HABITAT Thomas C. Cook, Garfield Creek 410 PAGE 1 OF 3 11/6/96 Map symbol and soil name Potential for habitat elements Potential as habitat for -- Grain and seed crops Grasses and legumes Wild herba- Hard- ceous wood plants trees Conif- erous plants 1 Shrubs:Wetland plants Shallow water areas Open - land wild- life Wood- land wild- life Range - Wetland land wild- wild- life life 9: Badland VERY VERY POOR POOR 16: Cimarron POOR POOR 19: Cochetopa POOR POOR Jerry VERY VERY POOR POOR 23: Detra POOR FAIR 39: Jerry VERY VERY POOR POOR 68: Vale FAIR GOOD 71: Villa Grove POOR POOR ioltay POOR FAIR VERY POOR FAIR GOOD FAIR ;GOOD FAIR GOOD GOOD GOOD VERY POOR VERY POOR VERY POOR FAIR FAIR FAIR --- ;GOOD FAIR GOOD GOOD GOOD VERY VERY POOR POOR VERY VERY POOR POOR VERY VERY POOR POOR VERY VERY POOR POOR VERY VERY POOR POOR VERY VERY POOR POOR VERY VERY POOR POOR POOR VERY POOR VERY VERY POOR POOR VERY VERY POOR ; POOR POOR FAIR POOR FAIR POOR GOOD FAIR FAIR VERY POOR VERY POOR VERY POOR VERY POOR VERY POOR VERY POOR VERY POOR VERY POOR FAIR FAIR POOR GOOD POOR GOOD VERY ;GOOD POOR VERY ;GOOD POOR H s DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE Endnote -- WILDLIFE HABITAT • WILDLIFE HABITAT io PAGE 2 OF 3 11/6/96 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 grana. 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 NATURAL RESOURCES CONSERVATION SERVICE Endnote -- WILDLIFE HABITAT --Continued • WILDLIFE HABITAT EllPAGE 3 OF 3 11/6/96 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. NATURAL RESOURCES CONSERVATION SERVICE • CHEMICAL PROPERTIES OF THE SOILS Thomas C. Cook, Garfield Creek Map symbol Depth ; Clay and soil name Cation - exchange capacity Soil Calcium Gypsum ;Salinity reaction carbonate Sodium adsorption ratio 9: Badland 16: Cimarron 19: Cochetopa Jerry 23: Detra 39: Jerry 68: Vale 71: Villa Grove In 0-60 0-4 4-16 16-60 0-21 21-30 30-60 0-3 3-40 40-60 0-7 7-12 12-33 33-57 57-61 0-3 3-10 10-40 40-60 0-7 7-11 11-26 26-60 0-4 4-15 15-60 Pct meq/100g 18-27 15.0-30.0 27-34 20.0-30.0 40-50;25.0-40.0 20-27;20.0-35.0 27-34 20.0-35.0 40-50 25.0-40.0 15-27 27-34 40-50 pH 7.4-7.8 7.4-7.8 7.4-7.8 6.6-7.3 6.6-7.3 6.6-7.3 15.0-30.0 6.6-7.3 15.0-25.0: 7.4-8,4 15.0-30.0: 7.9-8.4 13-17; 5.0-15.0: 6.6-7.3 12-18; 5.0-15.0; 6.6-7.3 20-30:10.0-20.0: 6.6-7.3 20-30; 5.0-20.0; 7.9-8.4 15-27 27-34 27-34 40-50 10.0-25.0 15.0-25.0 15.0-25.0 15.0-30.0 6.6-7.3 7.4-7.8 7.4-8.4 7.9-8.4 20-27:10.0-25.0: 6.6-7.3 20-27:10.0-20.0: 6.6-7.3 27-34:10.0-20.0: 6.6-7.8 20-27 5.0-15,0 7.9-8.4 20-27:10.0-25.0 27-34:10.0-25.0 15-27; 5.0-20.0 7.4-7.8 7.4-7.8 7.9-8.4 Pct Pct 0-5 0-5 5-10 0-5 0-5 0-5 5-15 0-5 0-5 5-15 mmhos/cm 0-2 0-2 0-2 0-2 2-8 0-8 0-8 U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • CHEMICAL PROPERTIES OF THE SOILS --Continued Thomas C. Cook, Garfield Creek PAGE 2 OF 11/6 Map symbol ; Depth and soil name Clay Cation - exchange capacity Soil ; Calcium ; Gypsum ;Salinity reaction !carbonate! Sodium adsorption ratio 71 (con.): loltay In 0-19 19-23 23-36 36-60 Pct 20-27 27-34 40-50 40-50 meq/100g 20.0-35.0 20.0-35.0 25.0-45.0 25.0-40.0 pH Pct ! Pct 6.6-7.3 6.6-7.3 7.4-7.8 ; --- 7.4-8.4 ! 5-15 mmhos/cm 0-2 H S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • CHEMICAL PROPERTIES OF THE SOILS Endnote -- CHEMICAL PROPERTIES OF THE SOILS PAGE 3 OF 11/6 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 • WATER FEATURES Thomas C. Cook, Garfield Creek • PAGE 1 OF 3 11/6/96 Flooding High water table and ponding Map symbol ;Hydro - and soil name ' logic' Frequency ' Duration group Months Water '' Maximum table ; Kind of ; Months ; Ponding ; ponding depth water table duration depth 9: Badland D None 16: Cimarron C None 19: Cochetopa C None Jerry C None 23: Detra 8 None 39: Jerry C None 68: Vale B None 71: Villa Grove B None Zoltay C None Ft >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 Ft u.S. DEPARTMENT OF AGRICULTURE • PAGE 2 OF 3 NATURAL RESOURCES CONSERVATION SERVICE • 11/6/96 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 "B". 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 "D". 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 NATURAL RESOURCES CONSERVATION SERVICE Endnote -- WATER FEATURES --Continued • WATER FEATURES • PAGE 3 OF 3 11/6/96 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 • PHYSICAL PROPERTIES OF SOILS Thomas C. Cook, Garfield Creek PAGE 1 OF 5 11/6/96 (Entries under "Erosion factors --T" apply to the entire profile. Entries under "Wind erodibility group and "Wind erodability index" apply only to the surface layer) Map symbol and soil name 9: Badland 16: Cimarron 19: Cochetopa Jerry 23: Detra 39: Jerry 68: Vale Depth In 0-60 0-4 4-16 16-60 0-21 21-30 30-60 0-3 3-40 40-60 0-7 7-12 12-33 33-57 57-61 0-3 3-10 10-40 40-60 0-7 7-11 11-26 26-60 Clay Pct 18-27 27-34 40-50 20-27 27-34 40-50 15-27 27-34 40-50 13-17 1'2-18 20-30 20-30 15-27 27-34 27-34 40-50 20-27 20-27 27-34 20-27 Moist bulk density g/cc 1.25-1.40 1.15-1.30 1.15-1.30 1.25-1.40 1,25-1.40 1.15-1.30 1.25-1.40 1.25-1.40 1.15-1.30 1.35-1.50 1.35-1.50 1.25-1.40 1.25-1.40 1.25-1.40 1.25-1.40 1.25-1.40 1.15-1.30 1.15-1.30 1.15-1.30 1.15-1.30 1.15-1.30 Permea- Available bility water capacity In/hr 0.60-2.00 0.20-0.60 0.06-0.20 0.60-2.00 0.20-0.60 0.06-0.20 0.60-6.00 0.20-0.60 0.06-0.20 2.00-6.00 2.00-6,00 0.20-2.00 0.20-2.00 0.00-0.20 0.60-6.00 0.20-0.60 0.20-0.60 0.06-0.20 0.60-2.00 0.60-2.00 0.20-0.60 0.60-2.00 In/in 0.14-0.17 0.17-0.20 0.14-0.17 0.14-0.17 0.13-0.16 0.10-0.12 0.10-0.13 0.13-0.16 0.10-0.12 0.13-0.16 0.10-0.13 0.14-0.17 0.14-0.17 Shrink - swell potential Low Moderate High Low Moderate Moderate Low Moderate Moderate Low Low Low Low 0.14-0.17 Low 0.17-0.20:Moderate 0.13-0.16:Moderate 0.10-0.12:Moderate 0.15-0.18:Low 0.15-0.18:Low 0.17-0.20:Moderate 0.15-0.18:Low Organic matter Pct 2.0-4.0 1.0-2.0 0.5-1.0 3.0-6.0 1.0-3.0 0.5-1.0 Erosion factors K 0.24 0.28 0.24 0.20 0.10 0.10 3.0-5.0; 0.10 0.5-1.0; 0.15 0.0-0.5. 0.10 1.0-3.0; 0.24 1.0-2.0 0.24 0.5-1.0 0.20 0.0-0.5 0.24 3.0-5.0 1.0-3.0 0.5-1.0 0.0-0.5 2.0-4.0 1.0-2.0 0.5-1.0 0.0-0.5 0.20 0.20 0.15 0.10 0.32 0.37 0.32 0.49 Kf T 0.24 0.28 0.24 0.20 0.20 0.17 5 5 0.20; 5 0.24; 0.17 0.24; 3 0.24 0.20 0.24 0.20 0.20 0.24 0.17 0.32 0.37 0.32 0.49 5 5 Wind ;Wind erodi-;erodi- bility;bility group ;index 8 6 6 6 3 6 6 48 48 48 86 48 48 U.S. DEPARTMENT OF AGRICULTUREIII/PAGE 2 OF 5 NATURAL RESOURCES CONSERVATION SERVICE 11/6/96 PHYSICAL PROPERTIES OF SOILS --Continued Thomas C. Cook, Garfield Creek Map symbol ; Depth ; Clay ; Moist and soil name bulk density Permea- bility Available; Shrink - water swell capacity potential ;Erosion factors Organic; matter; K Kf T Wind erodi- bility group Wind erodi- bility index 71: Villa Grove Zoltay In 0-4 4-15 15-60 0-19 19-23 23-36 36-60 Pct 20-27 27-34 15-27 20-27 27-34 40-50 40-50 g/cc 1.25-1.40 1.25-1.40 1.25-1.40 1.25-1.40 1.25-1.40 1.15-1.30 1.15-1.30 In/hr 0.60-2.00 0.20-0.60 0.60-6.00 0.60-2.00 0.20-0.60 0.06-0.20 0.06-0.20 In/in 0.11-0.14 0.14-0.17 0.11-0.14 Low Moderate Low 0.13-0.16 Low 0.13-0.16 Moderate 0.10-0.12:Moderate 0.10-0.12:Moderate Pct 2.0-4.0 0.24 0.24 1.0-2.0 0.20 0.20 0.0-1.0; 0.37 0.37 3.0-6.0; 0.20 0,20 1.0-3.0; 0.10 0.20 1.0-2.0; 0.10; 0.15 0.5-1.0; 0.10; 0.17 5 5 4L 6 86 48 II.S. DEPARTMENT OF AGRICULTURE• • PAGE 3 OF 5 NATURAL RESOURCES CONSERVATION SERVICE •11/6/96 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 and 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 fraction 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. U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE • PHYSICAL PROPERTIES OF SOILS Endnote -- PHYSICAL PROPERTIES OF SOILS --Continued . PAGE 4 OF 5 11/6/96 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 loans, sandy loans, 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 loams, silt loams, clay loans, and silty clay loams. These soils are erodible. Crops can be grown if intensive measures to control wind erosion are used. 4. Clays, silty clays, noncalcareous clay loans, 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. H G DEPARTMENT OF AGRICULTURE • PAGE 5 OF 5 NATURAL RESOURCES CONSERVATION SERVICE 11/6/96 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 (WED). 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, NONTECHNICAL SOILS DESCRI REPORT Thomas C. Cook, Garfie Creek Map Symbol Soil name and description 9 16 19 Badland This unit consists of nearly barren land dissected by many intermittent drainage channels that have cut into soft shale and sandstone. Badland has very slow permeability and very low available water capacity. Roots can penetrate to a depth of 0 to 10 inches. Runoff is very rapid, and hazard of water erosion is very high. Some areas are highly gypsiferous or are high in bentonite. Cimarron loam, 2 to 12 percent slopes This deep, well -drained soil is in narrow mountain valleys and drainageways. This soil formed in alluvium derived from basalt. The surface layer is loam about 4 inches thick. The subsoil is silty clay loam and silty clay about 29 inches thick. The substratum is silty clay to a depth of 60 inches. Permeability is slow, and available water capacity is high. Effective rooting depth is about 60 inches or more. Primary roots that reach below a depth of 16 inches follow cracks in the soil. Runoff is medium, and the erosion hazard is moderate. Cochetopa-Jerry complex, 25 to 50 percent slopes These soils are on mountainsides and alluvial fans. The soils formed in alluvium derived from sandstone, shale, and basalt. The Cochetopa soil makes up about 50 percent of the map unit, and the Jerry soil makes up about 40 percent. The Cochetopa soil is deep and well drained. The surface layer is loam about 21 inches thick. The subsoil is stony clay loam and stony clay about 24 inches thick. The substratum is stony clay to a depth of 60 inches. Permeability is slow, and available water capacity is high. Effective rooting depth is 60 inches or more. Runoff is rapid, and the erosion hazard is very high. • • • Soil name and description The Jerry soil is deep and well -drained. The surface layer is stony loam about 3 inches thick. The subsoil is cobbly clay loam about 37 inches thick. The substratum is cobbly clay to a depth of 60 inches. Permeability is slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is rapid, and the erosion hazard is very high. Detra fine sandy loam, 12 to 25 percent slopes This deep, well -drained soil is on mountainsides. This soil formed in residuum from red -bed shale and sandstone. The surface layer is fine sandy loam about 12 inches thick. The subsoil is sandy clay loam about 21 inches thick. The substratum is sandy clay loam. Weathered sandstone and shale are at a depth of 57 inches. Permeability is moderate, and available water capacity is moderate. Effective rooting depth is 40 to 60 inches. Runoff is slow, and the erosion hazard is slight. Jerry loam, 12 to 50 percent slopes This deep, well -drained soil is on mountainsides. This soil formed in alluvium derived from sandstone, shale, and basalt. The surface layer is stony loam about 3 inches thick. The subsoil is cobbly clay loam about 37 inches thick. The substratum is cobbly clay to a depth of 60 inches. Permeability is slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is rapid, and the erosion hazard is very high. Vale silt loam, 3 to 6 percent slopes NONTECHNICAL SOILS DESCRIIIIIr REPORT Thomas C. Cook, Garfi Creek Map Symbol Soil name and description 71 This deep, well -drained soil is on mesas, benches, and alluvial fans. This soil formed in calcareous eolian material. The surface layer is silt loam about 7 inches thick. The subsoil is silt loam and silty clay loam about 19 inches thick. The substratum is silt loam to a depth of 60 inches. Permeability is moderate, and available water capacity is high. Effective rooting depth is more than 60 inches. Runoff is medium, and the erosion hazard is moderate. Villa Grove-Zoltay loams, 15 to 30 percent slopes These soils are on mountainsides and alluvial fans. The Villa Grove soil formed in mixed alluvium, and the Zoltay soil formed in basaltic alluvium. The Villa Grove soil makes up about 50 percent of the map unit, and the Zoltay soil makes up about 40 percent. The Villa Grove soil is in the steeper areas, and the Zoltay soil is in the less sloping areas. The Villa Grove soil is deep and well -drained. The surface layer is loam about 4 inches thick. The upper part of the subsoil is clay loam about 11 inches thick, and the lower part is loam about 33 inches thick. The substratum is loam to a depth of 60 inches. Permeability is moderately slow, and available water capacity is high. Effective rooting depth is 60 inches or more. Runoff is slow, and the erosion hazard is slight. The Zoltay soil is deep and well drained. The surface layer is loam about 19 inches thick. The subsoil is cobbly clay or cobbly clay loam about 35 inches thick. The substratum is cobbly clay to a depth of 60 inches. Permeability is slow, and available water capacity is high. Effective rooting depth is 60 inches or more. Runoff is medium, and the erosion hazard is moderate. • IPARFIELL COUNT Building and Planning January 9, 1997 Mr. Thomas C. Cook P.O. Box 392 Golden, CO 80402 RE: Subdivision Exemption Petition Dear Mr. Cook: JAN 3 The Planning Department is reviewing your application in the above matter and have found the following information to be deficient: The Sketch Map submitt d with the application is not of a scale that is useful to the reviewer. am unable to de - _ ne the approximate dimensions of the exemption parcel and, given the cons mints caused by the County Road and Belodi Creek, am unable to determine if the lot can be developed under existing zoning regulations. Please submit a Sketch Map that demonstrates a proposed building envelope for the proposed five (5) acre parcel, noting that the following setbacks could be achieved: Front/Rear Yard Setbacks: Side Yard Setbacks: Minimum Distance from Live Stream: 25 feet; 10 feet, 30 feet; (maasurnd from mean high Nater line). The Map may be hand -drawn; however, please make it as accurate as possible and attempt to identify the existing conditions of the property, including any irrigation ditches. 2] Please provide a copy of the approved well permit, upon receipt from the Division of Water Resources. These items should complete your subdivision exemption app.lication and, upon receipt of these items by the ?tanning Department.. s6edole yolo 'neeting wit'; the BOW :J 01 County Commissioners. Thank you for your prompt attention to this letter. If you have any questions, please do not hesitate to contact me. Sincere y, �glG Eric D. McCafferty Garfield County Planner 109 8th Street, Suite 303 945-8212/285-7972 Glenwood Springs, Colorado 81601 01/27:•1997 11:34 FROM _ONE STEP CLAIM SERVICE_ root Setback zs' TO 6956771 P.01 vvt A. C_, Coo fvc €TjTIQr1/410_ vi/1P'F, 1 "_ vv� 1 loos St ei 00° TOTAL P.01 Reesokcierl et �u1 r 2, 19 O dhds.rd.It�e�t�tfyReicordei. Be/0ka t O PM Recorded at., 220 o'clock. ......lk„ June 1 >)1970 page • tib.#245841 Reception No 113541 Maxwell R. gar? Recorder. THIS DEEM, Made title 9th - day of Juhe , 1970 between JAMES b. bRICkSON of the County of Houlder And Mate of Coloredo, of the first port, and MIGHT E. TERRELL & THOMAS C. COOK Of the County of Boulder And State of Colorado, of the second part: WITNESSETH, That the said pert/ bf the first part, for and in consideration of the bum of Ten Sollars and other good & valuable considerationts 4 „u: DOLt,ARS to the said party of the first pati in Mind paid by Said part les of the second pert, the receipt t►hei'eof is hereby confessed and acknowledged, hove granted, bargained, sold and conveyed, and by the 15febsttts de grant. bargain, cell, convey and confirm, unto the geld patties of the second parttheiilieli k rind nistilns for. ever, all the following described lot or parcel of land, actuate, lying and bring In the County of Garfield and State of Celotado, td wit: SE 1/4 NW 1/4, NE 1/4 SW 1/4, W 1/2 SE 1/4, ail in Sec. 32, T 6 So ti 90 W 6th PM And priorities No. 170 and 172P in Hellodi No. 1 Ditch No. 112' from Garfield Creek, bist, 45t and priority No. 171 ih 13e11odi No. 2 Ditch No. 113 from Garfield Creek, Dist. 45. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and proflte thereof, and Alt the estate, right, title, interest, claim and demand Whatsoever of the said party of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments And "appurtenances. 1O #AVE AND TO ttOLD the acid premises above bargained and described With the appurtenances, WHO the said part 4es of the second parttheir heirs and assigns forever. And the said party of the first patt, for His self his heirs, executors, and administrators, do cotettant, kroht, bargain, dnd agree to and with the said part ies of the second part,theirheirs and assigns, that at the tiiite of the unsealing and delivery of these presents, they are well seized of the premises above conveyed, as of good, acre, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and ha ve good right, full power and lawful authority to grant, bargain, sell and convey the same In manner and form as aforesaid, and that the same ate free and cleat from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of Whatever kind or nature soevetr except restrictions, reservations, and easements of rebord, if aHyl also except taxes for 1970 and all subsequent years, and the above bargained premises in the quiet and peaceable possession of the said part ies of the sccend patt, their heirs and assigns against ail and every person or persons ladrfully clsiting or to debit the whole or any part thereof, the said potty of the first part shall and will WARRANT AND FOREVER, t11dr> bili..4. IN WITNESS WHEREOF, the said part of the first part he hereunto bet ' 1t tli ' and seal the day and year first above written. + 4 ._a4: 3e. s k' � - n STATE O1• COLORADO,dam; ., las. nhqustitot County of 40O,�r,,t,t9G'L J / The foregoing instrument Wdsnmacknb ledged before me this /6 r- day of �/��"i".— 19 i0 , by �CL,,•k., AY ft_i-c...9 e -r--. My commission expires Ajtr-y-. Coo , 107-5 Witnettt my hand and of 1 seal, SSZ.,:,-,r .. ..til...... No. 932. wAnluNTY bate. et aholsta/wide heeord.—Sea ttord r'111,11.111ft ca., i821.16 Stott! attest, bearer, Coitk tt --s-es Recorded at o'r Recepttm► No. QUIT CLAIM DEED DWIGHT SWAN TIM= Recorder whose addrewe is 3105 S.M. Montebello Pl., Pala City, County of Martin , and State of Florida , for the consideration of One dollar (1.00) and ether Mood and valuable consideration Dollars, in hand paid, hereby *pilot.) and quit el/Om(s) to DWIGHT EDGAR T1Qi?irLL, as Trustee U/r/A dated Noveabsr 10, 1969 whoae address is 3105 S.M. Mente1e110 Pl., Pala City, County of Martin Boon 'x"70 tit25,8 Stats Doc. Fed $ n .,ear. , and State of Florida , the following real property, in the County of Garfield , rand State of Colo -ado, to wit: His one-half interest in the Dwight S. Terrell ! Thoaas C. Cook partnership in the following described property, to -wits SHIM; NW}, NHS} SW*, W} 33*, all in Sec. 32, Township 6 S, Range 90 W 6th PM And priorities No. 170 and 172B in Bellodi No. 1 Ditch No. 112 fro* Garfield Creek, Dist. 451 and priority No. 171 in Bellodi No. 2 Ditch No. 113 frost Garfield Creek, Dista 45. also known as, rtrretR?,dfrnnnt+rr Terrell Cook ranch with an its appurtenances Ili Signed Lila .0 �'' day of .'Z..,19 8`� 2C�/err _it Ai ' STATE OFCOLORADO. County of fi p.dNOE. The foregoing instrument was acknowledged before m• this t0 /1.4 !J 4' 1 G ,I T r t f A tC Te ,e se f a ,, . Myco i. ton e. pi re• ' g Lea.anrtaa Gap«,. Nast !Ji NIS WITNESS my hand and offs +.1 seal .014, WIT tat • .. %roil day of Vs Rtrittf in V., . i ,anoncel. 4;45205 _ Rrvarder. A ... ,, ..; ._ AKA n 1991 6,,��ft 60$ WARRANI'1' WED DWIGHT EDGAR TERRELL, as Trustee It/T/ A dated November 10, 1989, trh04, atltn' s 3105 S.W. Montebello Plarr. pa ,! m it l t. , *Vonnt % of Martin Snur of Florian 94990 , hn the i onrnleratnrn nt twenty -t ivt Thousand & No/100-akrilars. m hand paid. hent' .elks) ,nil cony. }f! t.' THOMAS CHAPLAIN COOK and THFDA HARRIS COOK, '''ruatee, of The Thoma t:h:+plaiti Cook Revocable Trunt dnted March 7, 1991. tthnse leO:utdress is 21557 Mountafield Drive, Golden Coority id Jefferson . and Stitc of Ct lorado 80401. 6ARi IEta 80.1Do°FAst the lothming re,d property in the C olcirado, at wit An' undivided' one-fourth (1/4) interest in the following described property: The Southeast Quarter of the Northwest Quarter (SE1/4 NW1/4), Northeast Quartet of,the Southwest Quarter (NE1/4 SW1/4), and the West One-half of the•Southeagt' Quarter. (W1/2 SE1/4), all in Section 32, Township 6 South; Range 90 West ,of the, 6th p.M., together with all.water rights appurtenant thereto, including without limitation, Priorities No. 170 and 172R in Bellodi No. 1 Ditch No. 112 from Garfieid Creek, Dist.•45, and Priority No. 171 in Bellodi No, 2 Ditch No. 113 . rnm Garfield Creek, Dist. 45, and together with all mineral rights; ('minty of. Garfield . and State of also ! ::.:.:n by street and number as vacant land with all its appurtenances. and •.rarranti.) the title to the same, subject to the lien of the 1991 general property tax. Stetted 1st day of July , Iv 91. STATE'OF COLORA1X.). s ('tlunty , JTir wigs- Edgar Te el)r, Trustee dat-. Novembe 0., 1989 • • '1he•f(regornp instrument was ac'ntw.ledged t><ft' me this day of h) DwightK Edgar rrell ar Trustee U/T/A dated Novembe 10, 1989. G 11v ctinuntssion erpirei. 17e,� •/ Z' W ess my hand and official seal- . gag . 1v 91 ver b . 1 A 1991 % 'ARRANT\ 1)1':F',1) 1w1CHT•P:fl;AR TFF.RFt',I.; as Trustee ll/T/A dated �.N:+rmt+.•r 10,. 1980. h40r I�fi1+ra� 1 Palm (it1.' Florida 34990 1104 S.W. Montehellt Pince, • `(.nmth r11 Martin Stall ut . for ilio e..ns ldl'1.11n.r1 ..t mot 808 rloti94 • GAL IEUD AIL 402 11991 es Twenty =f 1 V Tho,S^tnd A No/100-:-.ti/11ar.. to hand paid. hrmhl wilt.), 44111.+10 to T4Ii1)A HARkIS r'(' • .and THOMAS .CH.4PI.ATN COOK, Truateei of The Theda Harris Cook Revocable .Trust :Vied March 7. 1991, ..h.. keaLisldrcss n557 Mountsfield Drive, Golden 1. ,.unl. uI .lef ferment Ihr tolh.a Inc r, al t.n.prtt) m the Nn An undivided one-fourth (1/4) interest in the following described property: The Southeast Quarter of the Northwest Quarter (SE1/4 NW1/41,•Northeast Quarter of the Southwest Quarter (NE1/4 SW1/4), and theWest 0ne-half of the Southeast Quarter, (W1/2 SE1/4), all in Section 32, Township 6 South, Range. 90 West of the 6th P.M., together with allwater rights appurtenant thereto, including without. limitation, Priorities No. 170 and 172R in Bellodi No. 1 Ditch No.,112.front Garfield Creek, Dist. 45., and Priority No. 171 in Bellodi No. 2 Ditch No. 113 £rota Garfield Creek, Dist. 45, and together with all. mineral rights; . ami Stab.• of Colorado: 80401 ('ount. of Garfield . and State ofI • h i :11 also knos+n hr street and number a. ' vacant land with all its appurtenances, and wanunt(s) the title to the same, subject to the lien of the 1991 general property,tax*. Siynedthu !qt da)of July- • STAFF (11'OU)N.ADO, ('ount) 0 • f he •toregorng Instrument was acknowledged before me this --- day of h) Dwight Edgar Terre].]. as Trustee U/T/A dated Novembe tis. . 19 91 — //'rl.s'4=e._ ht Edgar '-rr , Trustee U T/A ted Nowm, r 10, 1989 • • My Commission expires 'I '11 ,UNI• \�� N•.', Hr. I2.M5, . %Mtn, 11 ..L I I.i.hm. 1... , :9. my hand and official scat. 1.191 2 8-991 Me 198 20P FO ID�MII GAMIflD Y MD ROD:1IR Qt flt'LAIM DI?F D 71lPi hP:E MEAc this a',1, dit of C42+401N14.1' THEDA HARRIS COOK as Trustetc of the C000k Revocable Trust dated March 7, 1991, HARRIS COOK as Trustee of the Thomas Chap Revvocabl a Trust_dated tned arch 7, 199', 'P' of Jefferson Colorado, gnntor(s). and THOMAS CHAPLAIN COOK whose legat address is olllne Courcy of Garilield RIC LOC ' 8.00 ItvhG, Theda Harris and THEDA lain Conk and State of and Slate of Colorado, gramee(sl. IWITNESSETH, That the granules), for and in consideration of the sum of ONE ($1.00) DOLLAR AND OTHER GOOD AND VALUABLE CONSIDERATION Dollars the receipt and suflIciency of which is hereby acknowledged. ha S remised. released. sold and QUITCLAIMED. and by these presents do es remise. release, sell and QUITCLAIM unto the grantee(s). hi S heirs, successors and assigns, forever, all the right. title. interest. claim and demand which the gnntorts) ha 5 In and to the real property, together with improvements. wary. situate, lying and being in the County of Garfield and State of i l C'okaado, described as follows: , the Southeast Quarter of Iof the Southwest Quarter J Quarter (W1/2 SEI/4), all i` 6th P.M., together with a limitation, Priorities No Garfield Creek, Dist. 45, , from Garfield Creek, Dist the Northwest Quarter (SE1/4 H41/4), Northeast Quarter (NE1/4 SW1/4), and the West One-half of the Southeast in Section 32, Township 6 South, Range 90 West of the 11 water rights appurtenant thereto, including without . 170 and 172R in Bellodi No. 1 Ditch No. 112 from and Priority No. 171 in Bellodi No. 2 Ditch No. 113 . 45, and together with all mineral rights PROPERTY TRANSFER PURSUANT TO COURT ORDER also known h street and number u: vacant land assessors chedule or parcel number: TO HAVE AND.TO HOLD the same. together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereumo appertaining, and all the estate, right, title. interest and claim whatsoever, of the grantor(s), either in law ar equity, to the only proper use, benefit and behoof of the grantee(%) h i 5 heirs and assigns forever. IN WITNESS WHEREOF. The grantor(e) ha S esecuted this dad on the date set forth above. THEDA HARRIS COOK as.Trustee of the THEDA HARRIS COOK REVOCABLE TRUST dated March 7, 1991 STATE. OF COLORADO. County k '+J t_No t�Wl THEDA HARRIS COOK as Trustee of the THOMAS CHAPLAIN COOK REVOCABLE TRUST dated March 7, 1991 • �u. The foregoing instrument was acknow dged before me this day of Cwt,,, t .096 by'Theda Harris Cook as Trustee of the Theda Harris Cook Revocable Trust dated March 7, 1991, and by Theda Harris Cook as Trustee of the Thomas Chaplain Cook Revocable Trust dated March 7, 1991 - My commission expires .—1 ( C .3 , Witness my hand and official seal. "fin Denver. insert "City and". Now and Addie„ d Perm, Cnanrq New, Crested Legal raw r q 1b11404i.), alt :ro 488043 8-991 P-99 09/08/98 12:23P P3 ! Cf 1 RBC DOC MILDRED AISDORF GARFIEID Ci[7IMtY CLEAT( AND RECORDER 8.00 ()I girl AIM DEED 1.111!4 t> r.D. Made *fits ee ""qday at aktween THEDA HARRIS COOK °tabs KCoumyof Jefferson and State of . Colorado. ttramot(s►, and THOMAS CHAPLAIN COOK whose legal address t 1996 li iof the C oumy of Garfield • and State of Colorado. grameets►. �� Wr1NFtSE111. Thal the gnnktAsl, foga and in consideration of the sum of ONE ($1.00) DOLLAR AND OTHER GOOD AND VALUABLE CONSIDERATION Dollar* the re eipi and sufficiency of which is hereby aeknowkdged. haS remised. rekased, sold and QUITCLAIMEDand by these presentii do e S remise. release. sell and QUITCLAIM unto the grantee(s), his heirs. successors and assigns, foresee. all the right, title; interest. claim and demand which the gramnr(s) ha S in and tn'the real property. together with improvements, if any. situate. Tying and being in the County of Garfield and State of Cnbrado. described as follows: • The. Southeast Quarter of the Northwest Quarter (SE1/4 NWI/4), Northeast Quarter of the Southwest Quarter (NE1/4 SW1/4), and the West One-half of the Southeast Quarter (W1/2 SE1/4), all in Section 32, Township 6 South, Range 90 West of the 6th P.M., together with all water rights appurtenant thereto, including without' limitation, Priorities No. 170 and 172R in Bellodi No. 1 Ditch No. 112 from Gar. field Creek, Dist. 45, and Priority No. 171 in Bellodi No. 2 Ditch No. 113 fromi, Garfield Creek, Dist. 45, and together with all mineral rights PROPERTY TRANSFER PURSUANT TO COURT ORDER also known by street and number as: Vacant land assessors sehedule or parcel number: TO HAVE ANI) TO HOLD the same, together with all and singular the appurtenances and privileges theitunto belonging or in anywise thereunto appertaining. and all the estate. right. title, interest and claim whatsoever, of the grantorls►. tither in lalw or equity to the only proper use. benefit and behoof of the granteefs) his heirs and assigns forever. IN WITNESS WHEREOF The grantors) has executed this deed on the date set forth above. ._/.ifieea t7e¢2;4 oe , Theda Harris Cook 'STATE OF COLORADO, 1 �E.� W 1 I s. County o �Q The foregoing instrument was ack ledged hefore me this aa. day of by Theda Harris Cook. My commission expires •-'6t..11.-) • 1((99 7 . • 'If in Denver, insert "City and' . Witness my hand and official seal. .1996 • Ness wed Addows ef renes Creeeiwe Newly Cold legal Deaxlplse It 3477.101.5. efr cD cr 496628 R-993 P-1 09/20/96 11:02A PG 1 OF 1 REIC MILDREI) AL IX1RF GARFIEID OfIIMT'1' CLERIC AND RE DRDFR 6.00 QUflCLAIM DEED THI;� DEridls Made this 11111 day of SE^?'EMBER 19 (I6 THOMAS CHAPLAIN COOK AS TRUSTEE OF THE, tHEDA HARR:[S )OK REVOCABLE TRUST DATED MARCH 7, 1991, MD THOMAS CHAP AIN OOK AS. TRUSTER OF THE THOMAS CHAPLAIN COOK REVOCABLE TRU T I D MARCH 7, 19�10untyof JEFFERSON and State of Colorado, gratrotts). and THOMAS CHAPLAIN COOK whose legal address h P.0. BOX 718, GRAND LAKE, CO 80447 of the Cnunty of JEI FERSON and State of Colorado. grantees). WITNI SSEI H. That the grantnres). for and in ecrnsidcration of the sum of ONE DOLLAR AND OTHER GOOD ANT' VALUABLE CONSIDERATION • Dollars the teee,pt and sufheency of which is hereby acknewkdged, has remised. rekased, sold and QUITCLAIMED. and by these presents do es remise. release, sell and QUITCLAIM unto the granters). his hen. successors and assigns.' forever. all the right. tick. interest. claim and demand which the grantors) has in and to the Mal property. together with im wo omens. if any. situate, lying and being in the • County of GARFI ELD • and State or Cokeado. descfihed as follows: The Southeast Ounrter of the Northwest Quarter (SE1/4NW1/4), Northeast Quartet., of the Southwest v...arter (NE1/4SW 1/4), and the West One-half of the Southeast-:, (starter (W1/2SE1/4), all in. Section 32, Township 6 South, Range 90 West of the ; 6th P.M., together with all water rights appurtenant thereto including without limitation, Priorities No. 170 and 172R in Bellodi No. 1 Ditch No. 112 from : :' Garfield Creek, Dist. 45, and Priority No. 171 in Bellodi No. 2 Ditch No. 113' from Garfield Creek, Dist. 45, and together with all mineral rights PPO°ERTY TRANSFER PURSUANT TO COURT ')RDER also known by street and number as: assessor's scheduk or parcel number. TO HAVE AND TO HOLD the same. together with all and singulr the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining. and all the estate, right. title. interest and claim whatsoever, of the grantogs), either In law or equity; to the only proper use. benefit and behoof of the grantees) his heirs and assigns forever. IN WITNESS WHEREOF. The grantors) has executed this deed on the date set forth above. ii THOMAS CHAPLAI COOK AS TRUSTEE OF THE THOMAS CHAPLAIN COOK AS TRUSTEE'0F TI1E . ii .THOMAS CHAPLIAN COOK REVOCABLE TRUST THEDA HARRIS Cont( srvocA BT S Me? DATED MARCH 7, 1991 DATED MARCH 7, 1991 STATE OF COLORADO. County of (7)-1-4464 d•✓ �. �}a �{ L- /� The foregoing instrument was agowkdges: before me this /7' day of I�T�9!/3fit 19 96 by THOMAS CHAPLAIN COOK AS TRUSTEE OF THE THOMAS CHAPLAIN COOK REVOCABLE TRUST DA MARCH 7, 1991, AND BY THOMAS CHAPLAIN COOK AS THE TRUSTEE OF THE THEDA HARRIS COt':, REVOCABLE TRUST DATED MARCH 7, 1991 Witness my hand and official seal D NMry INN* :. NrrtndWWWwW vns CwWw v... eft PIMA • $ oil,, 't O ioUrr MIN AND • TiIB DeRD, wade this seventh day of March, 1991, between 1ro1111!! C. COOK and 112 0111 E. COOK, *Mee address is 21357 Mountefield Drivs, Golden, County of Jeffeteon, State of Colorado, TS Grantors, and EDA 1AREI8 COOK and TSONAS C PLAIN COOK, Trustees of THR TARDiA SARKIS co* RIDICICANIAITIVIT Dated Marsh 7, 1991, whose legal address is 21397 Nountsfield Drive, Golden, County of Jefferson, State of Colorado, Grantees. KrTNEaaETE: That the Grantors, for and in consideration of the sum of tins Dollar and Other Consideration, the receipt and sufficiency of which is hereby acknowledged,have remised, released, sold,; conveyed, and QUIT CLII/N unto the Grantees, their successors in interest and assi(,hs, forever, all the right, title, interest, claim, and demand which the Grantors have in and to the :eat property, together with improvements, if anyr situate, lyincy, and being in the County of Garfield, State of Colorado, described as foliar*: An undivided one-fourth interest in and to the following described real property, to -wit: The Southeast 1/4 of the Northwest 1/4, the Northeast 1/4 of the Southwest 1/4, and the Nest 1/2 of the Southeast . 1/4, all in Section 32, Township 6 South,. Range 90 West of the 6th P.M. TOGETHER WITH Priority Nos. 170 and 172R in Bellodi No. 1 Ditch No. 112 from Garfield Creek, District 45 and Priority No. 171 in Rellodi No. 2 Ditch No. 113 from Garfield Creek, District 45. also known as the Terrell Cook Ranch, Garfield County, Colorado. TO HAVE AND TO BOLD the same, together .with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest, and claim whatsoever of the Grantors, either in .'Lew or equity, to. the only proper use, benefit and behoo!, of the Urantees,, their successors in interest and assigns forever. IN WITNESS WHEREOF, the Grantors have executed this deed on the date net forth above. THOMAS C . COOK STATE OF COLORADO CITY AND COUNTY OF DENVER ) ) ss. \-4A, THEDA S. COOK foregoing instrument was acknowledged before me this seventh day of March, 1991, by THOMAS C. COOK and THEMA H. COOK. e r . : My goadhission expires oit�.. ....1..,ti * 8� fic 9E • Notary Public t10 University Blvd, Sults 805 p�. .. f'niw,Mb 80206 . e ttotlt MILIMO Rt * tOW11,9"ttbtt ' 47, ; 0 < r R i tp p °. oily cum elms, Ii1$ DEAD, made this ee'u'Rnth day of March, 1991, beteg* s T' M.4 C. Coag and ?NADA N. COOK, 'whose address is 21557 Nountsfield Orive, Golden, County of Jefferson, State of Colorado, Grantor*, and TR0 AS CHAPLAIN COO and /VEDA ■A*RIS _.CCOX, Trrietees of TUN MOMS CSARA212 COO* NNVOCAMIN 'MOB, Dieted 'march 70 1991, whose legal address is 21537 Mountsfield Drives, Qclden, County of Jefferson, State of Colorado, Grantees. WITNESSETE t That the Grantors, for and in consideration of the sum of One Dollar and Other Consideration, the receipt and *ufficiency of which is hereby acknowledged, haves remised, released, sold, conveyed, and r I? CLAIM unto the Grantees, their successors in interest and assigns, forever, all the right, title, interest, claim, and demand which the Grantors have in and to the real property, together with' improvements, iY any, situate, lying, and being in the County of Garfield, State of Colorado, described as followst An undivided one-fourth interest in and to the following described real property, to -wit: The Southeast 1/4 of the Northwest 1/4, the Northeast 1/4 of the Southwest 1/4, and the West 1/2 of the Southeast: 1/4, all in Section 32, Township 6 South, Range 90 Nest of the 6th F.M. TOGETHER WITH Priority Nos. 170 and 172R in dellodi No. 1 Ditch No. 112 from Garfield Creek, District 45 and Priority No. 171 in iReltodi No. 2 Ditch No. 113 from Garfield Creek, District 45. also known as the Terrell Cook Ranch, Garfield County, Colorado. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest, and claim whatsoever of the Grantors, either in law or equity, to the only proper use, benefit and behoof of the Grantees, their successors in interest and assigns forever. IN WITNESS *HEREOF, the Grantors have executed this deed on the date set forth above. TROIKAS C. COOK STATE OP COLORADO CITY AND COUNTY OF DENVER ) ee+ - T'SEDA N. COOK ji. Kkti%,'°T''Idi s'" -•!lam #oregoing instrument' was acknowledged before me this eeventh"\,day of March, 1991, by TOM AS C. COOK and :REDA S. COOK. "-Mty commission expires x._.. A,.a 1_ /442 . 0424.4.4..J Xi ZL;ne1 , Notary Public 210 University Blvd., Sea'.SOS Doer, Coisrsdo B021 • - 4 »/ P.S Gt iJ cf�NS S � Pe c_.c) r-) /`G c_o r cX Q/ land pe t�, Fi'a n) 1) Trisch, Donald Jr., Lashley, Linda 58% Broach Quinda & Gary25% PO Box 512 Kerrville, Tx.78829-8512 Active Status A 2) Bromley, Kirby 7518 312 Rd. Newcastle, Co.Active Status A- 887518 312 Rd. 3) First Assembly of God 558 E. 5th St Rifle, Co. 81658 Active Status A 4) Hanson, Harrold C & Arlys N 35448 Hwy 47 N.W. Cambridge, Mn. Active Status A 887698 312 Rd. /55888-7563 5) Bureau of Land Management PO Box 1889 Glenwood Springs Co. 81682-1889 Active Status A 6) First Assembly of God 558 E. 5 St. Rifle, Co.81658-2986 Active Status A 7) First Assembly of God 5558 E. 5th St. Rifle, Co. 81658-2986 Active Status A 8) Bureau of Management PO Box 1889 Glenwood Springs, Co. 81682-1889 Active Status A • • 1) Trisch, Donald Jr., Lashley, Linda 58% Broach Quinda & Gary25% PO Box 512 Kerrville, Tx.78829-8512 Active Status A 2) Bromley, Kirby 7518 312 Rd. Newcastle, Co.Active Status A- 887518 312 Rd. 3) First Assembly of God 558 E. 5th St Rifle, Co. 81658 Active Status A 4) Hanson, Harrold C & Arlys N 35448 Hwy 47 N.W. Cambridge, Mn. Active Status A 887698 312 Rd. /55888-7563 5) Bureau of Land Management PO Box 1889 Glenwood Springs Co. 81682-1889 Active Status A 6) First Assembly of God 558 E. 5 St. Rifle, Co.81658-2986 Active Status A 7) First Assembly of God 5558 E. 5th St. Rifle, Co. 81658-2986 Active Status A 8) Bureau of Management PO Box 1889 Glenwood Springs, Co. 81682-1889 Active Status A cw r " �' � -I1 _� It 1:-E Fv ;'I' A TE -1t 11. 1 "`aha 1 - ` III IN I •1 I( X1)7' mism4 /jive )C• Uc • r. 'r ( L -0 O 0 z o m 8 m 0) c m V 0 �%<7<Av .1'.CZ Iv..a o oy-i 8m> n N jg •- y 7 N cID S v, 5. .N - ° 0 C NR fn ap N 1 0 O N R. Om 2 4.a) iiir:fo OaN N 0 7c7k n 3 al N 8Nj 0 O < N0O- 7G .0 -C.N ..g c; 3 F o n cc -Q0 co •2— 5.0 ,,,..,6 9--. U C FN 0nO N 7^ (° Y"' 700- ° 7. K. Fs C a to m aco - 1) 73P f 0 (p cen O 1 (n m y C o f— d __(0 aAN o o= o w m 3 �m o 7F o° 0 7p w co7co 0 ° 0M hn1 o m2- m RI Ch. g X 7 .5—P- Ww w° 15: o �' _ m — 0 o p Q 7 0 9 �..g5 c o f_(pp o — (-(D54.1 CChi 0 m p� p. ^ V, (D a I j D N N 7 �y 3' 0 7 0 o ry y cr m ° m O �� 3 o(n cD 8S p. F'3 00 O � ° 7 2- m m 3 6)(CO (D o m7 y� 7' 5 N z s m (p d o �. z co 3 M 0, m a. AF m c* °c am _ '00 F,- 47 o° o m aD� a o.3 $ 0 5. 3? 3 a ,D, Dostm g.$ rT — m y 4 C N 7 0 — E—D ° - N co (� d l° * N (.n. 0 37 3 F N O. A o - (D (�Q a D m 5� yy auv o a. crp D a — m g ?F 7 o a a� m m 70 �m ° a (/) o o 7. 33 y � � � o . 7.cg• 0 e D A y N 5N -o O, j N D) a s7(D g 12. a'. W° y N5m n d" np Er W N ((DO E. jma 3 Ndo __ 9. 7 5. N 17 p oJ cW 9 N N co W N co 0 n 0 z c C D soce-sas(eos ) A 01 8 8 T A 3 3 z 4 a uopaag uo!Dag Ov _ O C) Q Z X U) n co O N C� O m 0 13 T -I vm m mcn o ? m OSI r m z<mO0 m O • z <8 zz z Cm A co o' 7 '3-'' w "%774 1NVOflddV n m 0T OT m p 0 c Om E m � zm (o.' ZD 0M p mm • �rn a 0)0 o O JJ m 2-c THOMAS C. COOK, JR. ELIZABETH M. COOK 13842 W. MONTANA AVE. 988-9433 LAKEWOOD, CO 80228 Pay To Order 0 • 265 • 82-386/1070 /z150 $dao 6a 1) 05 -SMD taloa Dom EVER REEy-ATIONAL BANK 60439 EVERGREEN For vot2 1:L0700 8611: 40 541 3743' 0 265 D. THIS WILL BE THE ONLY WELL ON THIS TRACT (f B. STATE PARCEL I` ID# (optionan: A. ATTACH LEGAL DESCRIPTION FOR 35+ ACRE TRACT cQ ffeiC ted /144,r ❑ Development Name Lot no. Unit # ❑ Other 5. TRACT ON WHICH WELL WILL BE LOCATED a 3 F R. ac a E. n_ 9' :. i 2 0 f N 0 3 12 -a z 0 l y _ - 14. LOCATION OF WELL m 6 :1 1 3. REFER TO (if applicable): E p Y>°d o--;07 - 1 CONSTRUCT A NEW WELL ON A TRACT OF LAND OF 35 ACRES OR MORE 12. TYPE OF APPLICATION Tekphone Number (include area code) al 1 `+J -Q1 Name of applicant 777r)z/1",/, s 4/7A 1 1. APPLICANT INFORMATION 0 R, 3 iiiY Quarter/quarter r 1/4 g E ; A Zip code 1 DIV CO WD Cry USE MD n - 3 g- ' \ 8 1 �tJ The making of false statements herein constitutes perlury in the second degree, which is punishable as a class 1 mos demeanor pursuant to C.R.S. 24-4-104(13)(a). I have read the statements herein, know the contents thereof and state that they are true to my knowledge. 10. SIGNATURE of apptiant(s) or authorized agent z n (A C. Z\ O 9. PROPOSED WELL DRILLER (optional) jit Septic tank / absorption leach field ❑ Central system District name: ❑ Vault Location sewage to be hauled to: _ ❑ Other (,r,ech cony of enpineenng design) 8. TYPE OF RESIDENTIAL SEWAGE SYSTEM MAXIMUM PRODUCTION RATE OF THE WELL l SHALL NOT EXCEED 15 GPM F7:111-- ELL DATA A. Ordinary household purposes in up to 3 single-family dwellings, the watering of domestic animals, and the irrigation of not more than one (1) acre of home gardens and (awns ❑ B. Livestock watering (on farm/ranch/range/pa.:,. .- 6. USE OF WELL (check appropriate entry or entries) c70u z . 2 f<, 0 Co.) (Jj 0 ig8a+-c, H C_)coH �cn o=a,.. z0 O W t''�� O lz rTl v 4 K7 3 � 3�yy ID❑ I ITIEi�7 z F63 5 co co g OHO SF 107°30' 39°30' UNITED STATE• DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY R. 91 W. R. 90 W. I286°0°mE. 287 27'30" \ NEW) CASTLE 8 MY. 25 20 • .I 6734 . /,K— / 374°°a".Ni — (.4401 N --�Cree —a +"73 41 \ t — — - 7000__,__,_. _== ., i t v 6 �I_______ , i .7483 • _= �.�_ _. ii \ I lee" }� _ 7786 ON —T'- uj • • 7653 — • 27'30" L_ '310 ��- • 0 r 79%0 • i'" i each /c • • . S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE R. 91 W.IR. 90 W. 440 000 FEET 64 J, 24 2 24 • 30 39 CENTER MOUNTAIN 12 /`42 GARFIELD COUNTY SURVEYOR'S OFFICE JUNE 10, 1997 GARFIELD COUNTY PLANNING DEPT. 109 EIGHTH STREET GLENWOOD SPRINGS, CO. 81601 ATTN: MR. MARK BEAN, DIRECTOR RE: COUNTY SURVEYOR REVIEW OF THE COOK SUBDIVISION EXEMPTION PLAT. DEAR MARK; I HAVE REVIEWED THE ABOVE REFERENCED EXEMPTION PLAT AND NOTE THE FOLLOWING: 1) ALL PLAT NOTES AS REQUIRED BY THE GARFIELD COUNTY PLANNING DEPT. SHOULD BE NOTED ON THE PLAT. 2) IF A MORTGAGEE CONSENT IS REQUIRED THEN THIS SHOULD BE ADDED TO THE PLAT. 3) AN ATTORNEY'S CERTIFICATE IS NOT REQUIRED ON EXEMPTION PLATS. 4) ALL MONUMENTATION TO BE SET IN ACCORDANCE WITH CRS 38-51-101 SHOULD BE REFLECTED ON THE PLAT. SHOULD YOU HAVE ANY QUESTIONS, PLEASE FEEL F CC: FRANK HARRINGTON, P.L.S. HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVE. GLENWOOD SPRINGS, CO. 81601 SENT VIA FAX COUNTY FILES TO GIVE ME A CALL. CERELY; SAMUEL PHELPS AS GARFIELD COUNTY SURVEYOR County Courthouse Bldg. 109 Eighth Street Glenwood Springs, CO 81601 (970) 945-1377, Ext. 2510 Samuel Phelps Garfield County Surveyor Private Office 214 E. Eighth Street , Ste. 210 Glenwood Springs, CO 81601 PH: (970) 928-8233 FAX: (970) 945-8565 -71 fi FEOM: -MESA COUNTY HEALTH • FAX NO.: 970 248 6972 09-24-97 11:31A P.02 5 m m 0 b311i1 3Nvtlen3rt e 9 A C. :0 mm � m � O 9 eik g- $mr Ao mow, - S p viz z O C E f'4p nm OS Zr Hr rI 0 N_ O y 17 om z 0071 E rotO' A E Z z 0 1. m T AC) OO c.313 > 2 rn r1111•MIO �x� A p a N 0 o m O 35 $ >4 ° LJ • o = OKI 1�Yl n ` e j 31 5 ^m moi) —D l� 2 0 • •"7!'-e.f•?r-viitIrgir.if4YNw DOE A._ • Counttr oad 3fZ r 29 8 Js Parcel Number Used Is _'2§-8 Adjoinin 2397 0 1200 24C APPLICANT 1- 1 Ht S I A II t tNUINEER RADO DIVISION OF WATER RESOURCES Centennial Bldg., 1313 Oman St, Denver, Colorado 80203 (303) 866-3581 THOMAS C COOK P 0 BOX 392 GOLDEN CO 80402 ( 303) 985-6705 PERMIT TO CONSTRUCT A WELL UJB LIC WELL PERMIT NUMBER 217jS SI _ - DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION GARFIELD COUNTY -SE 1/4 L -NW 1/4 Section 32 Twp 6 S RANGE 90 W 6th P.M. DISTANCES FROM SECTION LINES 1550 Ft. from North Section Line 2400 Ft. from West Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDMONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Pules 2 OCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Purnp Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-002(3) (b) (11) (A) as the only well on a tract of land of 40 acres described as the E 1/2 of the SE 1/4 of the NW 1/4 and the E 1/2 of the NE 1/4 of the SW 1/4, all in Sec. 32, Twp. 6 South, Rng. 90 West of the 6th P.M., Garfield County. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside three (3) sincle family dwe!Iincs, the irrigation of not more than one acre of home gardens and lawns, and the watering of domestic animals. 5) inc maximum pumping rate shall not exceed 15 GPM. 5) The return flow frcm the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. (APPROVED JC2 Sate Engineer P.eceiot No. 0366416A //:2 . DATE ISSUED MASZ 1 4 1994 /9f ay v i EXPIRATION DATEMAR j 4 tn!ii o DIVISION OF WA at RESOURCES rMENT OF NATURAL RTSOURCES 3 SHERMAN ST., RM. 818, DENVER CO 80203 phone - info: (303) 866-3587 main: (303) 866-3581 NEW 35 + ACRE RESIDENTIAL Water Well Permit Application Must be completed in black ink or typed rscvlew IIISU uR.LIUUJ W.0 av S'..'.-'-".., .v.... 1. APPLICANT INFORMATION 6. USE OF WELL (check appropriate entry or entries) Name of applicant 'i(' 4 ---?,,, S. � /,'',' A. Ordinary household purposes in up to 3 single-family dwellings, the watering of domestic animals, and the irrigation of not more than one (1) acre of home gardens and lawns ■ B. Livestock watering (on farm/ranch/range/pasture) / Mailing Address n7 ) y q Cru r0/644 )r StateZip r6 code �J o Telephone Number iincluae area code) 7. WELL DATA 6')/'-/) -1 MAXIMUM PRODUCTION RATE OF THE WELL SHALL NOT EXCEED 15 GPM ,()_•--- 2. TYPE OF APPLICATION CONSTRUCT A NEW WELL ON A TRACT OF LAND OF 35 ACRES OR MORE 8. TYPE OF RESIDENTIAL SEWAGE SYSTEM "Septic tank / absorption teach field ■ Central system Distnct name: 3. REFER TO (if applicable):�XPfY-if).,,--:/?7)•-,47 • Vault Location sewage to be hauled tc: Monitoring hole acknowred;ment : ) 3 Le .„.7 MH- 7 • Crhe — - t-Cv of encineennc ods:cni =. LOCATION OF WELL C.ounty^ Cuarter/euerter CJcr, ,_ r i 0 I5 I i :. Curter r j 1/4 9. PROPOSED WELL DRILLER (ccdcnal) Name �he-1;") v7 n 1,IhCi 6-1 License numoer Ser•on Townsnip N or S r ❑ 0 Range E or W Gly p Cg PTI nc:c al Meridian /. r=n • 10. SIGNATURE of aopecant(s) or authorized agent Distance or well 'from secuon lines /-� /5., `. $ from L N El s 7' - L- f.. prom ❑ E (a w The making of false =terrier= herein constitutes perjury in the second decree, which is punishable as a crass 1 mis- demeanor pursuant to C.R.S. 24-4-104(13)(a). I have read the statements herein, know the contents thereof and state that then are true to my knowledce. We loca-uon address, ri crtferent tram applicant address lid socl+caoie) 5. TRACT ON WHICH WELL WILL BE LOCATED MerY, be ongmai sioneture A. ATTACH LEGAL DESCRIPTION FOR 35+ ACRE TRACT Development Name "are Date Office '.:se C:nry DWR Mao No. DIV Lot no. Unit ■ Other -S. STATE PARCEL ID# (optional): (:;' 3 . -3.;i `} C ,": r^, / .-7-.L.- ,Z •C. CO C.At aces in tract L WD D. THIS WILL BE THE ONLY WELL ON THIS TRACT Cry USE MD .-_— Prttrc .n (11.'0 - au- STONEMAN DRILLING To: L STATE LICENSE 78 BONDED 1550 Co. Road 293 Rifle, CO 81650 1 WATER WELLS J TEST HOLES OF ALL KINDS PHONE 625-1421 V. Date SIZE DEPTH CASING I.D. SIZE O.D. FEET PERF. SIZE PERF. WATER LEVEL ESTIMATED CAPACITY PER FT. PRICE 0r 2> 7 D oma, fa 1941 YY G l 4 k , .1 s g 4. 0 f_.----tAa-----.4,1.42-zigeo% 1., ato b —' 7" ...--714 � ---i/ 144-4„:, 4i;6' .."3„....,Az.„0 „,„, 4 yo & a(23" )Ckt;‘k -bOA f -e4..4,3 0A'\•4 --a- ex-frzct/i-a af:46-Vt- _X- --1,t,-,_/- c,c _ 2 --db—‘ --- 7 ut_ii` ie fez.--&/ pA--L. / I C,eytto-t-Ti•-il_I 1Y2% interest per month after 30 days. Form No. GWS -25 OFFICE OF THE STATE ENGINEER COLORADO DIVISI OF WATER RESOURCES 818 Centennial4Idg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 THOMAS C COOK BOX 392 GOLDEN CO 80402- (303) 914-0366 PERMIT TO CONSTRUCT A WELL • LIC WELL PERMIT NUMBER 201227 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 NW 1/4 Section 32 Twp 6 S RANGE 90 W 6th P.M. DISTANCES FROM SECTION LINES 1550 Ft. from North Section Line 2400 Ft. from West Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDMONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as a reapplication for expired permit no. 176763, and as the only well on a tract of land of 40 acres described as the E 1/2, SE 1/4, NW 1/4, and the E 1/2, NE 1/4, SW 1/4, all in Sec. 32, Twp. 6 South, Rng. 90 West, 6th P.M., Garfield County. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside up to 3 single family dwellings, the irrigation of not more than one acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. OvvkK'Scop ,y APPROVED JD2 Stare Engineer Receipt No. 0410440 DATE ISSUED FEB 2 5 1997 By t .! EXPIRATION DATE I C.0 • • To whom it may concern, I, Thomas C. Cook, give my permission for my son, Thomas C. Cook Jr. and/or daughter-in-law, Elizabeth M. Cook, to represent me at the exemption hearing to be held at the Garfield County Courthouse on March 3, 1997. Thank you, • • Burning Mountains Fire Protection District Box 236 Silt, CO 81652 Board Ross Talbott - Chairman Joe Montover Norm Brown Tom Voight Gordon Witzke Don Zordel - Chief Stu Cerise - Assist. Chief November 7, 1996 SUBJECT; EXEMPTION TO WHOM it MAY CONCERN: This is to in form you that the property owned by Thomas C. Cook on 312 ; T6S , R9OW; Section 32 the SE -1/4 NW 1/4 , NE 1/4 SW 1/4, W '/2 SE 1/4 Garfield County, Colorado is within the Burning Mountains Fire Protection District and we do provide fire protection to same. It should be noted at this time that the distance from the fire station will cause some delay in response time. Thank You: Donald L. Zordel hief Burning Mountains FPD COLORADO DIVISION OF WR RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM. 818, DENVER CO 80203 phone - info: (303) 866-3587 main: (303) 866-3581 NEW 35+ ACRE RESIDENTIAL Review instructions prior to completing form Water Well Permit Application Must be completed in black ink or typed 1. APPLICANT INFORMATION 6. USE OF WELL (check appropriate entry or entries) Name of applicantr i'� 2 —v, s ( & A. Ordinary household purposes in up to 3 single-family dwellings, the watering of domestic animals, and the irrigation of not more than one (1) acre of home gardens and lawns • B. Livestock watering (on farm/ranch/range/pasture) Mailing Address f `l) X 9,_=R C Do p" state (6 Zip code JO (1 6,5( Telephone Number (include area code) ?O9— (i/ -/) 3 6 7. WELL DATA MAXIMUM PRODUCTION RATE OF THE WELL SHALL NOT EXCEED 15 GPM 2. TYPE OF APPLICATION CONSTRUCT A NEW WELL ON A TRACT OF LAND OF 35 ACRES OR MORE 8. TYPE OF RESIDENTIAL SEWAGE SYSTEM 'Septic tank / absorption leach field • Central system Distnct name: 3. REFER TO (if applicable): 62(pi, �?4: 11).?r- 0 Vault Location sewage to be hauled to: 7 Monitoring hole acknowledgment # / & 6 - MH- J / ❑ Other (attach copy of engineering design) 4. LOCATION OF WELL County Gar- - 1 /C) Quarter/quarter 1 /4 Quarter /I C tj 1 /4 9. PROPOSED WELL DRILLER (optional) Name Shell):i) n III v1 6‘ License number Section 3D. Township N or S ■ CE1 Range E or W Q6 • C2l Principal Meridian 610. SIGNATURE of appVcant(s) or authorized agent Distance of well from section lines /5 6) ft. from N ■ S ,400 ft. from • E law 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 the statements herein, know the contents thereof and state that they are true to my knowledge. Well location address, if different from applicant address (if applicable) 5. TRACT ON WHICH WELL WILL BE LOCATED Must be original signature A. ATTACH LEGAL DESCRIPTION FOR 35+ ACRE TRACT a #27/-1 I &::/ ,ri /' • Development Name Trtle Date Office Use Only DWR Map No, Lot no. Unit # DIV • Other CO B. STATE PARCEL ID# (option.o: LAY 7 3 6 () 6 I c WD C. # acres in tract BA D. THIS WILL BE THE ONLY WELL ON THIS TRACT USE MD Form GWS -50 (12/95) Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIV1Slas1 OF WATER RESOURCES 818 Centennial Bldg., 1313 MIPman St, Denver, Colorado 80203 (303) 866-3581 APPUCANT THOMAS C COOK P 0 BOX 392 GOLDEN CO 80402 ( 303) 985-8705 PERMIT TO CONSTRUCT A WELL Wei LIC WELL PERMIT NUMBER 176763 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION GARFIELD COUNTY -SE 1/4 NNW 1/4 Section 32 Twp 6 S RANGE 90 W 6th P.M. DISTANCES FROM SECTION LINES 1550 Ft. from North Section Line 2400 Ft. from West Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDMONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3) (b) (II) (A) as the only well on a tract of land of 40 acres described as the E 1/2 of the SE 1/4 of the NW 1/4 and the E 1/2 of the NE 1/4 of the SW 1/4, all in Sec. 32, Twp. 6 South, Rng. 90 West of the 6th P.M., Garfield County. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside three (3) single family dwellings, the irrigation of not more than one acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. 4D 3—/l-9'1 APPROVED JD2 State Engineer Receipt. No. 0366416A DATE ISSUED rtAk 14 1994 DIVISION CO BY EXPIRATION DATE MAR 1 4 1996 REPORT DATE 11/04/96 PERMIT 100300 141405 168645 99868 99868 101871 90492VE 158787 176763 176764 176765 176766 D CO OWNER INFORMATION ACTIVITY CD DATE • • COLORADO WELLS, APPLICATIONS, AND PERMITS PAGE 1 COLORADO DIVISION OF WATER RESOURCES STATUS 1ST USED ANNUAL ACRES GEOL WELL WELL WATER SEC LOCAT'N TOWN P CD DATE WD MD DB USE DATE APROP IRR AQFR YIELD DEPTH LEVEL COORDINATES QTRS SC SHIP RANGE M 5 23 SWANSON DELMAR V 2834 GLEN AVE GLENWOOD SPRGS, CO 81601 NP 07/10/78 RC 05/21/86 45 D 5 23 LONG BERNARD R & MARTHA L 7700 312 RD NP 08/28/85 CA 02/24/93 45 D 5 23 LONG BERNARD & MARTHA 7700 312 ROAD NP 01/13/93 AR 02/12/93 45 D A 5 23 BROMLEY K.C. GLENWD SPGS, CO 81601 NP 06/22/78 RC 45 D 10/23/87 1.00 GW NEW CASTLE, CO 81647 GW NEW CASTLE, CO 81647 GW 5 23 BROMLEY KIRBY C. 1308 129TH ROAD, #4 GLENWD 45 D 10/10/78 5 23 FAAS FAYE B 214 8TH STREET GLENWOOD SPS, NP 08/29/78 OC 5 23 LASHLEY AV 10/12/90 5 23 LASHLEY NP 10/26/90 5 23 COOK NP 03/07/94 5 23 COOK NP 03/07/94 5 23 COOK NP 03/07/94 5 23 COOK NP 03/07/94 08/29/96 45 D 10/14/78 SPGS, CO 81601 1.00 CO 81601 1.00 GW LINDA 7225 CO RD 312 NEW CASTLE, CO 00000 45 DS LINDA P 0 BOX 512 KERRVILLE, TX 78029 45 D 12/31/60 1.50 THOMAS C P 0 BOX 392 GOLDEN, CO 80402 THOMAS C P 0 THOMAS C P 0 THOMAS C P 0 45 D BOX 392 GOLDEN, 45 D BOX 392 GOLDEN, 45 D BOX 392 GOLDEN, 45 D CO 80402 CO 80402 CO 80402 25.00 115 15 0400N,2320E NWNE 32 6 S 90 W S 2350N,2400E SWNE 32 6 S 90 W S 15.00 20 8 2540N,2400E SWNE 32 6 S 90 W S NENW 32 6 S 90 W S 15.00 160 55 0950N,1400W NENW 32 6 S 90 W S 5.00 255 20 0480N,2240W NENW 32 6 S 90 W S 43005,5250E NWNW 32 6 S 90 W S 77 4300S,5250E NWNW 32 6 S 90 W S 1550N,2400W SENW 32 6 S 90 W S 2000N,1800W SENW 32 6 S 90 W S 1850S,2200E NWSE 32 6 S 90 W S 0475S,1650E SWSE 32 6 S 90 W S GW GW 15.00 GW GW GW GW Nov 4, 1996 ATTN: BETH COOK 13842 WEST MONTANA AVE LAKEWOOD CO 80228 Phone: (303) 988-9433 In response to your phone request this afternoon, this is the printout for all the wells in our database for Section 32. You requested those in the SE4 NW4 NE4 SA Wi SE4 of Section 32, Township 5 South, Range 90 West, 6th P.M., for purposes of your exemption application process. If you need further information, please let me know.@ 945-5665. Pursuant to 37-87-110(h) of the Colorado Revised Statutes, I am required to charge you 50 cents for this printout. Thanks. -%C7C7c.-4( Nancy Hitch ock, Admin. Assistant Division 5 Water Resources