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Home My WebLink About1.0 Application• • BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant to C.R.S. (1973) Section 30 -28 -101(10)(a) -(d), as amended, and Section 8:00, et. seq., of the Subdivision Regulations of Garfield County, Colorado, adopted April 23, 1984, the undersigned Mangurian Partnership petitions the Board of County Commissioners of Garfield County, Colorado, to exempt by Resolution the division of a 81.7 acre tract of land into four (4) tracts of approximately 3.907, 3.907, 3.923 and 70 acres each, more or less, from the definitions of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30 -28 -101(10)(a) -(d) and the Garfield County Subdivision Regulations for the reasons stated below: SUBMITTAL REQUIREMENTS: An application which satisfies the review criteria must be submitted with all the following information: A. Sketch map at a minimum 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. B. Vicinity map at a minimum scale of 1" = 2000' showing the general topographic and geographic relation of the proposed exemption to the surrounding area within two (2) miles, for which a copy of U.S.G.S. quadrangle map may be used. C. Copy of the deed showing ownership by the applicant, or a letter from the property owner(s) if other than the applicant. D. Names and addresses of owners of record of land immediately adjoining and within 200 feet of the proposed exemption, mineral owners and lessees of mineral owners of record of the property to be exempted, and tenants of any structure proposed for conversion. E. Evidence of the soil types and characteristics of each type. 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. G. If connection to a community of municipal water or sewer system is proposed, a letter from the governing body stating a willingness to serve. H. Narrative explaining why exemption is being requested. 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 exists on January 1, 1973. J. A $300.00 fee must be submitted with the application. Petitioner - By: 1• J Schenk, Kerst 302 Eighth Street, Glenwood Spring ailing Address chenk as Attorney-in-fact (970) 945-2447 deWinter, P.C. Suite 310 , CO 81601 Telephone Number • • MANGURIAN - SUBDIVISION EXEMPTION LIST OF ADJACENT PROPERTY OWNERS Mangurian Partnership P.O. Box 3460 Pagosa Springs, CO 81147 J. Max Word and Eunice Word 4512 - 9th Street Lubbock, TX 79416-4709 J. P. Powers & Company P.O. Box 726 Rifle, CO 81650-0726 Leonard P. Hennig 0187 County Road 251 Rifle, CO 81650 Robert N. Caliva and Kathryn P. Caliva 0115 County Road 251 Rifle, CO 81650 Aim Catherine Robinson 0452 County Road 251 Rifle, CO 81650 Randy Duran and Jerelyn G. Duran P.O. Box 159 Woody Creek, CO 81656-0159 R. M. Johnson and Lindsey A. Johnson P.O. Box 6640 Snowmass Village, CO 81615-6640 John P. Powers P.O. Box 726 Rifle, CO 81650-0726 II:\JRS PM\PkOPEX l Y.OW N RC REC OPOED �T 6c,3 OQ6 O• Ct_ A. M. JUL 8 1992 • MILDRW ALSDORF, COUNTY CLERK QUIT CLAIM DEED BOCK 836 f, cE1..53 PIERCE MANGURIAN, for the consideration of Ten Dollars and other valuable consideration, in hand paid, hereby sells and quitclaims to MANGURIAN PARTNERSHIP, whose address is P.O. Box 159, Paonia, CO 81428, the following real property in the County of Garfield, State of Colorado, to -wit: $ARFHRD 8 1992 Township 5 South, Range 92 West, 6th P.M. to Doc. Fes Section 18: S'/2SW1/4 (being Lot 4 and SE'/aSW'/a), excepting only the surface estate in the northerly 50 feet thereof as described in that certain deed recorded in Book 394 at Page 364 of the Garfield County, Colorado, records; Section 19: S' S'hNW'/a (being S1/2 of Lot 2 and the S'hSE'/aNW'/a); NE'/aSW'/a; East 30 acres of the SE'/4SW1/4; N1/2NW (being Lot 1 and the' NE'/aNW'/a); N'/zS'/2NW1/4 (being N'/2 of Lot 2 and the N'/zSE'/aNW'/a); and a tract of land containing 5.87 acres, more or less, which is more specifically described as Parcel 3 in that certain deed to George Christensen recorded July 26, 1966, at Book 377, Page 547, of the Garfield County, Colorado, records; and that part of the N' W'/2W'/zSE'/aSW'/a lying easterly of the centerline of Rifle Creek as described in that certain deed recorded October 2, 1975, in Book 479 at Page 469 of the Garfield County, Colorado, records; Township 5 South, Range 93 West, 6th P.M. Section 24: NE'/a NE'/a Together with all ditch and water rights appurtenant to or used in connection with said land. Together with a non-exclusive easement for purposes of ingress and egress twenty (20) feet in width adjacent to and immediately West of the East line of the S'/2W1/2W1/2SE1/4SW1/4 of said Section 19. EXCEPT that tract of land and ditch and water rights conveyed to Ann Catherine Robinson by Executor's and Trustee's Deed dated January 1, 1971, and recorded January 28, 1971, at Book 416, Page 445, of the records of the Clerk and Recorder of Garfield County, Colorado. AND EXCEPT that tract of land situated in Lot 4 and the SE'/aSW'/a of Section 19, Township 5 South, Range 92 West of the Sixth Principal Meridian, Garfield County, Colorado, lying Northerly of the Northerly right of way line of County Road No. 251 and Easterly of the centerline of Rifle Creek, said parcel of land is more fully described as follows: • 43o s36 PaGE154 Beginning at the Southwest Corner of said Section 19; whence an iron pipe with a brass cap, being a reference monument for said corner bears: N. 00°10'00" W. 219.80 feet; thence, from said corner, N. 87°20'25" E. 1335.80 feet to the intersection point of said centerline creek and said right of way line, the TRUE POINT OF BEGINNING; thence, along said centerline creek, N. 36°10'00" E. 55.00 feet; thence N. 26°00'00" E. 60.00 feet; thence S. 83°40'00" E. 80.00 feet; thence No. 59°40'00" E. 35.00 feet; thence No. 02°30'00" E. 35.00 feet; thence N. 19°45'00" W. 130.00 feet; thence N. 15°08'40" E. 72.48 feet; thence No. 06°52'30" W. 151.00 feet; thence N. 26°15'00" E. 75.00 feet; thence N. 08°05'00" E. 115.00 feet; thence N. 47°05'00" E. 63.00 feet; thence N. 49°15'00" W. 87.00 feet; thence N. 23°45'00" W. 65.00 feet; thence, leaving said centerline creek, East 216.29 feet; thence S. 00°11'42" E. 824.43 feet (Record S. 00°04'59" E. 825.00 feet) to a point on said right of way line; thence S. 89°57'39" W. along said right of way line 351.43 feet to a point in said centerline creek, the TRUE POINT OF BEGINNING, containing 3.97 acres, more or less. AND EXCEPT that tract of land situated in the NE 1% of the NE' of Section 24, Township 5 South, Range 93 West of the 6th P.M., more particularly described as follows: Beginning at the NW corner of said NE % of the NE'/a, which is marked by a Brass Cap on a steel pipe; thence N. 89°30'34" E. 325.00 feet along the Section line; thence S 67°46'34" W 351.07 feet to the West line of said NE'% of the NE%; thence along said West line, North 130.00 feet to the point of beginning, containing .485 acre more or less. Signed this /i''"- day of F..,_l— , 19 9j STATE OF COLORADO COUNTY OF /3.t..& ) ss. ;fc G- ate- G ie a Pierce Mangu The foregoing quit claim deed was acknowledged before me this /1'f -A- day of , 19 ��, by Pierce Mangurian. WITNESS my hand and official seal My commission expires: u//t/93 -2- 6.9 Tiecorled at 3:15 P.:.:. Reception :;o. 251691 Cn- - :rove::ber 12, 1971 Book 424 Ella 3tephens, Reco der.i age 471 TRUSTEE'S DEED THIS INDENTURE, this 1 9 day of October, 1971 between UNITED BANK OF DENVER NATIONAL ASSOCIATION, formerly known as Denver United States National Bank, a national banking association, with its principal place of business at Denver, Colorado, as the duly named and acting Trustee under that certain Trust Agreement dated October 28, 1966 between the said George W. Christensen and Denver United States National Bank, and as the duly named Trustee under the Last Will and Testament of George W. Christensen dated October 28, 1966. hereinafter referred to as the "Grantor" and PIERCE M.ANGURIAN, hereinafter called "Grantee". WITNESSETH: THAT Grantor for and in consideration of the sum of ten dollars and other good and valuable consideration to Grantor in and paid by Grantee, the receipt of which is hereby confessed and acknowledged, as remised, released, sold and conveyed and by these presents does remise, release, sell and convey unto Grantee, his heirs, devisees, successors and assigns forever, all the right, title, interest, claim and demand which Grantor has in and to the following described lands, situate, lying and being in the County of Garfield, State of Colorado, to wit, Township 5 South, Range 92 West, 6th P.M. Section 19: SI5S11,NW; (being S11 of Lot 2 and the SL;SE'',,NWI:); NE;SW'; East 30 acres of the SEISK;; and a tract of land containing 5.87 acres, more or less, which is more specifically described as parcel 3 in that certain deed to George Christensen recorded July 26, 1966, at Book 377, Page 547, of the Garfield County, Colorado, records; Township 5 South, Range 93 West, 6th P,M.7 Section 24: NEl.NE;; Garfield County, State of Colorado Together with all ditch and water rights appurtenant to or used in connection with said land; EXCEPT that tract of land and ditch and water rights conveyed to Ann Catherine Robinson by Executor's and Trustee's Deed dated January 1, 1971, and recorded January 28, 1971, at Book 416, Page 445, of the records of the Clerk and Recorder of Garfield County, Colorado. To have and to hold the same, together with all and singular the appurtenances and privileges there unto belonging or in any wise thereunto appertaining, and all the estate, right, title, interest, and claim whatsoever of the said Grantor, either in law or equity, to the only proper use, benefit and behoof of Grantee, his heirs, devisees, successors and assigns forever. s` • 3ook 424 Pace 472 IN WITNESS WHEREOF, the Grantor has executed this deed and affixed its seal hereto the day and year first above written. •.:-- v. ,i . tti ATTEST: Trust Officer/. -11e! ` 7 STATE OF COLORADO )ss. CITY AND COUNTY OF DENVER) UNITED BANK OF DENVER NATIONAL ASSOCIATION, formerly known as Denver United States National Bank, as Trustee of that certain Trust Agreement dated October 28, 1966, between George W. Christensen and Denver United States National Bank, and as Trustee under the Last Will and Testament of George W. Christensen, dated October 28, 1966. By e) eke Vice President and Trust Officer. 4The foregoing instrument was acknowledged b fore me this c4,1 -1 o day of October. 1971 by La t4*.i+.. W. - as Vice President and Trust Offi er and by ��{. q• (��i�te;.ti as Trust Officer, of the United Sank of Denver National Association. formerly known as Denver United States National Bank, National Banking Association. as Trustee of that certain Trust Agreement dated October 28. 1966 between George W. Christensen and Denver United States National Bank, and as Trustee under the Last Will and Testament of George W. Christensen dated October 28, 1966. Witness my hand and official seal. My commission expires: Fe). 1E, 1974 Notary Public' R. 93 W. R. 92 W. 107°45'00" 39°37'30" 10 SOIL SURVEY Included with this soil in mapping are small areas of Detra soils and Rock outcrop. These areas make up about 5 to 10 percent of the map unit. Permeability is moderately slow, and available water capacity is high. The effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for wildlife habitat and limited grazing. The native vegetation on this soil is mainly Gambel oak, serviceberry, elk sedge, and bromes. When range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, Kentucky bluegrass, undesirable weeds, and annual plants are abundant. Properly managing grazing main- tains and improves range condition. Mule deer, elk, cottontail rabbit, wild turkey, and blue grouse find habitat on this soil. Community development and sanitary facilities are lim- ited by steep slopes and low strength. This soil is in capability subclass Vile, nonirrigated. 2—Arle-Ansari-Rock outcrop complex, 12 to 65 percent slopes. This complex consists of strongly slop- ing to steep soils and Rock outcrop on mountainsides and sloping alluvial fans. Elevation ranges from 5,500 to 7,500 feet. The soils formed in alluvium derived from red -bed shale and sandstone. The average annual pre- cipitation is about 16 inches, the average annual air temperature is about 42 degrees F, and the average frost -free period is about 100 days. The Arle soil makes up about 45 percent of the com- plex, the Ansari soil makes up about 35 percent, and Rock outcrop makes up about 20 percent. The Arle soil is moderately deep and well drained. Typically, the surface layer is reddish brown very stony loam about 10 inches thick. The subsoil and substratum are reddish brown very stony loam about 22 inches thick. Soft reddish brown sandstone and shale are at a depth of 32 inches. Permeability of the Arle soil is moderate, and available water capacity is low. Effective rooting depth is about 20 to 40 inches. Surface runoff is medium, and the erosion hazard is severe. The Ansari soil is shallow and well drained. Typically, the surface layer is reddish brown loam about 10 inches thick. The substratum is reddish brown stony loam. Bed- rock is hard, reddish brown sandstone. Permeability of the Ansari soil is moderate, and availa- ble water capacity is low. Effective rooting depth is about 10 to 20 inches. Surface runoff is rapid, and the erosion hazard is severe. Rock outcrop is mainly red sandstone. This complex is used mainly for grazing and wildlife habitat. The native vegetation on the Arle soil is mainly wheat - grass, Indian ricegrass, mountainmahogany, and sage- brush. The native vegetation on the Ansari soil is mainly Indian ricegrass, wheatgrass, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Mule deer, rabbit, and grouse find habitat on these soils. Use of this complex for community development or as a source of construction material is limited mainly by depth to rock, steep slopes, thin layers of borrow materi- al, and large stones. Special design can overcome these limitations. Drainage and structures to control runoff from snowmelt reduce erosion around construction sites and roads. This complex is in capability subclass Vile, nonirrigat- ed. 3—Arvada loam, 1 to 6 percent slopes. This deep, well drained, sloping soil is on fans and high terraces (fig. 4). Elevation ranges from 5,100 to 6,200 feet. This soil formed in highly saline alluvium derived from sand- stone and shale. The average annual precipitation is about 12 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is strongly alkaline or very strongly alkaline, pale brown loam about 3 inches thick. The subsoil is brown silty clay loam about 14 inches thick. The substratum is light brown or brown silty clay loam to a depth of 60 inches. Included with this soil in mapping are small areas of Limon, Kim, Heldt, and Wann soils. Also included are some soils that are high in silt. Permeability is very slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Organic matter content of the surface layer is low. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for wildlife habitat, limited grazing, and some irrigated farming. Irrigated crops produce very poorly because the soil takes water in very slowly and is droughty. Leaching is needed to remove excess salts if this soil is to be irrigat- ed. Soil amendments containing sulphur are helpful in leaching the salt. The native vegetation on this soil is mainly saltgrass, alkali sacaton, and greasewood. When range condition deteriorates, forbs and shrubs increase. Properly managing grazing maintains and im- proves range condition. Seeding improves range in poor condition. Western wheatgrass, alkali sacaton, and tall wheatgrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Irrigat- ing new seedings is necessary for successful establish- RIFLE AREA, COLORADO ment. Reducing brush improves the range if the grass understory is adequate. Cottontail rabbit and pheasant find shelter on this soil if they can obtain food in surrounding areas. Use of this soil for sanitary facilities, for community development, and as a source of construction material is limited by the high shrink -swell potential, slow permeabil- ity, clayey textures, and salinity. This soil is in capability subclass VIIs, irrigated and nonirrigated. 4—Arvada loam, 6 to 20 percent slopes. This deep, well drained, sloping soil is on fans and high terraces. Elevation ranges from 5,100 to 6,200 feet. This soil formed in highly saline alluvium derived from sandstone and shale. The average annual precipitation is about 12 inches, average annual air temperature is about 48 de- grees F, and the average frost -free period is' about 120 days. Typically, the surface layer is moderately alkaline, pale brown loam about 3 inches thick. The subsoil is brown silty clay loam about 14 inches thick. The substratum is light brown or brown silty clay loam to a depth of 60 inches. Included with this soil in mapping are small areas of Limon, Kim, and Heldt soils. Permeability is very slow, and available water capacity is high. Effective rooting depth is 60 inches or more. Organic matter content of the surface layer is low. Sur- face runoff is moderately rapid, and the erosion hazard is severe. This soil is used mainly for wildlife habitat and limited grazing. The native vegetation on this soil is mainly sagebrush, greasewood, and wheatgrass. When range condition deteriorates, grasses decrease and weedy forbs, cheatgrass, big sagebrush, and greasewood increase. Properly managing grazing main- tains and improves range condition. Seeding improves range in poor condition. Western wheatgrass and tall wheatgrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Irrigat- ing new seedings is necessary for successful establish- ment. Brush should not be reduced because grass pro- duction is low and some desirable native shrubs could be destroyed. Cottontail and pheasants find shelter on this soil if they can obtain food in surrounding areas. Use of this soil for sanitary facilities and as a source of construction material is limited by the large amounts of clay and salts. This soil is corrosive to steel and con- crete. Community development is limited by high shrink - swell potential, salinity, and steep slopes. This soil is in capability subclass VIIs, nonirrigated. 5—Ascalon fine sandy loam, 1 to 6 percent slopes. This deep, well drained, nearly level to gently sloping soil 11 is on mesas, alluvial fans, and terraces. Elevation ranges from 5,000 to 6,500 feet. The soil formed in alluvium derived from sandstone and shale. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is brown fine sandy loam about 5 inches thick. The subsoil is brown and yellowish brown sandy clay loam about 30 inches thick. The sub- stratum is very pale brown sandy clay loam to a depth of 60 inches. Included with this soil in mapping are small areas of Olney and Potts soils that have slopes of 1 to 6 percent. Permeability is moderate, and available water capacity is moderate. Effective rooting depth is 60 inches. Sur- face runoff is slow, and the erosion hazard is moderate. This soil is used mainly for irrigated crops, hay, and pasture. Some areas are used for grazing and wildlife habitat. This soil is irrigated mainly by corrugations. Sprinklers are also suitable. This soil erodes easily. Such practices as minimum tillage, grassed waterways, and tail water control reduce the danger of excessive erosion. Drop structures in irrigation ditches control water and prevent excessive ditch erosion. The native vegetation on this soil is mainly need- leandthread, wheatgrasses, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush also improves the range. Seeding improves range in poor condition. Pubescent wheat - grass, western wheatgrass, and big bluegrass are suit- able for seeding. Preparing a seedbed and drilling the seed are good practices. This soil has potential as habitat for pheasant, cotton- tail rabbit, mourning dove, and squirrel. These animals mostly obtain food and shelter in areas of crops and hay. This soil has few limitations for community develop- ment. Low strength and frost action affect structures and roads. Community sewage systems will be needed if the population density increases. This soil is in capability subclasses Isle, irrigated, and IVe, nonirrigated. 6—Ascalon fine sandy loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on mesas, terraces, sides of valleys, and alluvial fans. Elevation ranges from 5,000 to 6,500 feet. The soil formed in alluvium derived from sandstone and shale. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is brown fine sandy loam about 5 inches thick. The subsoil is brown and yellowish 20 This soil is suited to production of Engelmann spruce and Douglas -fir. This soil can produce 3,850 cubic feet of wood per acre every 10 years from a fully stocked, even -aged stand of 100 -year-old trees. Steep slopes affect timber harvest, and special care is needed to prevent erosion. Elk, deer, black bear, and grouse find habitat on this soil. Slope and Targe stones limit community development. Special design overcomes these limitations. This soil is in capability subclass Vile, nonirrigated. 26—Farlow-Rock outcrop association, steep. This broadly defined map unit consists of moderately steep to steep Farlow soils and Rock outcrop on mountainsides. Elevation ranges from 8,000 to 10,500 feet. The Farlow soil formed in residuum from limestone. The average annual precipitation is about 19 inches, the average annual air temperature is about 38 degrees F, and the frost -free period is Tess than 75 days. The Farlow soil makes up about 65 percent of the association, and Rock outcrop makes up about 25 per- cent. The Farlow soil is deep and well drained. Typically, the surface layer is dark grayish brown channery loam about 10 inches thick. The substratum is light gray and pale brown very channery loam and extremely flaggy loam about 32 inches thick. Weathered limestone is at a depth of 42 inches. Permeability of the Farlow soil is moderate, and availa- ble water capacity is low. Effective rooting depth is about 40 to 60 inches. Surface runoff is rapid, and the erosion hazard is moderate. The Rock outcrop is limestone. Included in mapping are small areas of Dateman soils, generally in depressions. These areas make up 5 to 15 percent of the map unit. This association is used mainly for limited grazing and wildlife habitat. The native vegetation is mainly needlegrasses, wheat - grasses, and serviceberry. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Elk, deer, black bear, and grouse find habitat on this soil. Community development and sanitary facilities are lim- ited by slope and depth to rock. Special design is needed to overcome these limitations. This association is in capability subclass Vile, nonirri- gated. 27—Halaquepts, nearly level. This broadly defined unit consists of deep, somewhat poorly drained to poorly drained, nearly level and gently sloping, salt -affected SOIL SURVEY soils in narrow foothill valleys, on fans, and on low ter- races. Slopes are 0 to 6 percent. These soils formed in alluvium. The soils are extremely variable. The upper 24 inches ranges from loam to clay, and the underlying layers are generally gravelly. The soils are commonly gleyed from the surface down. Stratified sand, gravel, and cobbles are at a depth of 24 to 40 inches. In some areas, gravel and cobbles are at or near the surface. Included with these soils in mapping are small, isolat- ed areas of Arvada, Limon, and Heldt soils that have slopes of 1 to 6 percent. Small areas of severely alkali - affected soils are identified by an alkali spot symbol. These areas make up 10 to 15 percent of the map unit. The water table is at or near the surface at times, mainly during spring and summer. The level of the water table is strongly influenced by the seasonal water level in nearby streams and rivers and higher lying irrigation ditches. Water seeps from the ditches into these soils. These soils are subject to rare or occasional flooding. This unit is used mainly for grazing. Some hay is grown in areas drained by ditches. Yields are low because of saline condition. Alkali -tolerant grasses and legumes must be grown for productive hay and pasture. The native vegetation consists of willows, tamarisk, cottonwoods, and alkali- and water -tolerant grasses. Game birds, rabbits, deer, and other wildlife find habi- tat on these soils. Ducks and geese nest in the more swampy areas. Mourning doves nest in the cottonwoods and tamarisk. Rabbits and deer find adequate food and cover on these soils. Where the soil has been drained and is suitable for hay and pasture, planting food plots, trees and shrubs, and nesting cover enhances habitat for upland wildlife. Where the water table is high, open water for waterfowl can be developed by blasting or excavating. Community development is limited by flooding and depth to water table. Onsite investigation is necessary for appropriate design and construction to overcome these limitations. These soils are in capability subclass Vlw, nonirrigat- ed. 28—Heldt clay loam, 1 to 3 percent slopes. This deep, well drained, nearly level soil is on alluvial fans and sides of valleys. Elevation ranges from 5,000 to 6,000 feet. This soil formed in fine textured alluvium derived from shale and sandstone. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is grayish brown clay loam about 8 inches thick. The subsoil is light brownish gray clay loam about 13 inches thick. The substratum is light gray clay to a depth of 60 inches. RIFLE AREA; COLORADO • Included with this soil in mapping are small areas of Olney, Arvada, and Kim soils that have slopes of 1 to 3 percent. These areas make up 5 to 10 percent of the map unit. Permeability is slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is slight. This soil is used for irrigated crops and hay (fig. 5). Alfalfa, small grains, some corn for silage, and grass or grass -legume mixtures are grown. Flooding is suitable for irrigating this soil. Intake rate is slow. Wide, deep cracks form when the soil dries. Irriga- tion rates and tillage practices should be carefully planned to overcome soil conditions. Green manure crops and commercial fertilizer are generally needed to maintain or improve tilth and fertility. The native vegetation on this soil was mainly wheat - grass, sagebrush, and rabbitbrush; however, all. areas of this soil are now in irrigated crops. Cottontail rabbit, squirrel, mourning dove, and pheas- ant find habitat on this soil. Community development and recreation are limited by slow permeability, high clay content, and shrink -swell potential. Dwellings and roads can be designed to com- pensate for the low strength and shrink -swell potential. Septic tank absorption fields are severely limited by slow oermeability. Community sewage disposal systems will be needed if population density increases. This soil is in capability subclasses Ille, irrigated, and IVc, nonirrigated. 29—Heldt clay loam, 3 to 6 percent slopes. This deep, well drained, gently sloping soil is on alluvial fans and sides of valleys. Elevation ranges from 5,000 to 6.000 feet. This soil formed in fine textured alluvium derived from shale and sandstone. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is grayish brown clay loam about 8 inches thick. The subsoil is light brownish gray clay loam about 13 inches thick. The substratum is light gray clay to a depth of 60 inches. Included with this soil in mapping are small areas of Olney, Arvada, and Kim soils that have slopes of 3 to 6 percent. These areas make up 5 to 10 percent of the map unit. Permeability is slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is moderate. This soil is used for irrigated crops and hay. Some areas are used for grazing. Alfalfa, small grains, some corn for silage, and grass or grass -legume mixtures are grown. • 21 Flooding is suitable for irrigating this soil. Intake rate is slow. Wide, deep cracks form when the soil dries. Irriga- tion rates and tillage practices should be carefully planned to overcome limiting soil conditions. Green manure crops and commercial fertilizer are generally needed to maintain or improve tilth and fertility. The native vegetation on this soil is mainly wheat - grass, sagebrush, and low rabbitbrush; however, all areas of this soil are now in irrigated crops. Cottontail rabbit, squirrel, mourning dove, and pheas- ant find habitat on this soil. Community development and recreation are limited by slow permeability, high clay content, and shrink -swell potential. Dwellings and roads can be designed to com- pensate for the low strength and shrink -swell potential. Septic tank absorption fields are severely limited by slow permeability. Community sewage disposal systems will be needed if population density increases. This soil is in capability subclasses Ille, irrigated, and IVc, nonirrigated. 30—Heldt clay loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on alluvial fans and sides of valleys. Elevation ranges from 5,000 to 6,000 feet. This soil formed in fine textured alluvium derived from shale and sandstone. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is grayish brown clay loam about 8 inches thick. The subsoil is light brownish gray clay loam about 13 inches thick. The substratum is light gray day to a depth of 60 inches. Included with this soil in mapping are small areas of Olney, Arvada, and Kim,soils that have slopes of 6 to 12 percent. These areas make up about 5 to 10 percent of the map unit. Permeability is slow, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for irrigated hay (fig. 6) and grazing. Some small areas are in irrigated crops. Alfalfa, small grains, and grass or grass -legume mixtures are grown. Flooding is suitable for irrigating this soil. The intake rate is slow. Wide, deep cracks form when the soil dries. Irrigation and tillage practices should be carefully planned to overcome soil conditions and to control ero- sion. Erosion can be controlled by keeping the soil in hay or pasture for at least three-fourths of the time. Green manure crops and fertilizer are generally needed to maintain or improve tilth and fertility. The native vegetation on this soil is mainly wheat - grass, sagebrush, and rabbitbrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- RIFLE AREA, COLORADO Arle series The Arle series consists of moderately deep, well drained soils that formed in residuum from red shale and sandstone. Arle soils are on ridges and hills in the up- lands. Slopes are 12 to 65 percent. The average annual precipitation is about 18 inches, and the average annual air temperature is about 43 degrees F. Arle soils are similar to Tridell soils. Tridell soils con- tain a calcic horizon and are calcareous throughout the profile. Typical pedon of Arle very stony loam, 12 to 65 per- cent slopes, about 2,450 feet north and 400 feet east of the southwest corner, section 24, T. 6 S., R. 88 W.: A1-0 to 10 inches; reddish brown (5YR 4/3) very stony loam, dark reddish brown (5YR 3/3) moist; moder- ate medium granular structure; soft, very friable; 40 percent flagstones; mildly alkaline; gradual smooth boundary. B2-10 to 19 inches; reddish brown (5YR 4/4) very stony loam, reddish brown (5YR 3/4) moist; moder- ate medium subangular blocky structure parting to moderate medium granular; slightly hard, very fri- able; 40 percent flagstones; slightly calcareous; moderately alkaline; clear wavy boundary. Cca-19 to 32 inches; reddish brown (5YR 5/4) very stony loam, reddish brown (5YR 4/4) moist; mas- sive; hard, very friable; 60 percent flagstones; visible accumulations of secondary calcium carbonate as small lime concretions and as coatings on under- sides of coarse fragments; strongly calcareous; moderately alkaline; clear wavy boundary. Cr -32 to 60 inches; soft reddish brown sandstone and shale. The mollic epipedon ranges from 7 to 15 inches in thickness. Depth to the paralithic contact ranges from 20 to 40 inches. In places this soil is leached to a depth of 7 to 15 inches. Coarse fragments make up 35 to 80 percent, by volume, of the soil. The A horizon has hue of 2.5YR to 5YR, value of 4 or 5 dry and 2 or 3 moist, and chroma of 3 to 6. The B horizon has hue of 2.5YR to 5YR, value of 4 to 6 dry and 3 to 5 moist, and chroma of 3 to 6. The C horizon ias hue of 5YR to 10R. A rvada series The Arvada series consists of deep, well drained soils 'hat formed in alluvium derived from shale. Arvadas soil are on benches, terraces, and outwash fans. Slopes are 1 to 20 percent. The average annual precipitation is, 12 inches, and the average annual air temperature is 48 degrees F. Arvada soils are similar to Heldt and Potts soils. Heldt :oils do not have a natric horizon or an argillic horizon. 53 Potts soils are Tess than 35 percent clay in the control section and do not have a natric horizon. Typical pedon of Arvada loam, 1 to 6 percent slopes, about 2,640 feet south and 200 feet east of the north- west corner of section 34, T. 7 S., R. 96 W.: A2-0 to 3 inches; pale brown (10YR 6/3) loam, brown (10YR 5/3) moist; moderate medium platy structure parting to weak fine granular; soft, friable, calcare- ous; strongly alkaline; abrupt smooth boundary. B21t-3 to 7 inches; brown (7.5YR 5/2) silty clay loam, dark brown (7.5YR 4/2) moist; weak coarse colum- nar structure parting to moderate medium subangu- lar blocky; hard, firm, slightly sticky and slightly plas- tic; thin patchy clay films on peds; calcareous; strongly alkaline; clear smooth boundary. B22t-7 to 17 inches; brown (7.5YR 5/2) silty clay loam, dark brown (7.5YR 4/2) moist; moderate medium subangular blocky structure; hard, firm, sticky and plastic; thin, nearly continuous clay films on peds; 15 percent white (10YR 8/2) salt accumulations; calcar- eous; strongly alkaline; clear smooth boundary. Ccasa-17 to 40 inches; light brown (7.5YR 6/4) silty clay loam, dark brown (7.5YR 4/2) moist; massive; very hard, firm, sticky and plastic; calcium carbonate accumulations as seams and mycelia; some gypsum crystals on peds; 30 percent white (10YR 8/2) salt accumulations; calcareous; strongly alkaline; gradual smooth boundary. C-40 to 60 inches; brown (7.5YR 5/3) silty clay loam, dark brown (7.5YR 4/2) moist; few fine yellowish brown mottles (10YR 5/8); massive; very hard, firm, slightly sticky and slightly plastic; 15 percent white (10YR 8/2) salt accumulations; calcareous; moder- ately alkaline. The solum ranges from 15 to 25 inches in thickness. Depth to calcareous material ranges from 0 to 8 inches. A thin Al horizon is present in some pedons. The light colored, platy A2 horizon is absent in some pedons. The A horizon has hue of 2.5Y or 10YR, value of 5 or 6 dry and 4 or 5 moist, and chroma of 2 to 4. The A horizon ranges from moderately alkaline to very strongly alkaline. The B horizon has hue of 10YR or 7.5YR, value of 5 or 6 dry and 4 or 5 moist, and chroma of 2 to 4. The C horizon has hue of 10YR or 7.5YR, value of 5 to 7 dry and 4 or 5 moist, and chroma of 2 to 4. Ascalon series The Ascalon series consists of deep, well drained soils that formed in alluvium derived from sandstone and shale. Ascalon soils are on alluvial fans and sloping mesas. Slopes are 1 to 12 percent. The average annual precipitation is about 15 inches, and the average annual air temperature is about 48 degrees F. 60 Heldt series The Heldt series consists of deep, well drained soils that formed in alluvium. Heldt soils are on alluvial fans. Slopes are 1 to 25 percent. The average annual precipi- tation is about 14 inches, and the average annual air temperature is about 48 degrees F. Heldt soils are similar to Limon soils. Limon soils do not have a B2 horizon. Typica aedon of Heldt clay loam, 6 to 12 percent slopes, about 1,000 feet east and 1,000 feet north of the southwest corner of section 32, T. 5 S., R. 90 W.: A1-0 to 8 inches; grayish brown (2.5Y 5/2) clay loam, dark grayish brown (2.5Y 4/2) moist; moderate medium granular structure; hard, firm, sticky and plastic; calcareous; mildly alkaline; clear smooth boundary. B2-8 to 21 inches; light brownish gray (2.5Y 6/2) heavy clay loam, grayish brown (2.5Y 5/2) moist; weak medium prismatic structure parting to moderate medium angular blocky; very hard, very firm, very sticky and very plastic; few glossy patches on peds and in root channels; common shiny slickensides; calcareous; moderately alkaline; clear smooth boundary. C1-21 to 30 inches; light gray (2.5Y 7/2) clay, grayish brown (2.5Y 5/2) moist; weak coarse angular blocky structure; very hard, very firm, very sticky and very plastic; calcareous; moderately alkaline; clear smooth boundary. C2ca-30 to 39 inches; light gray (2.5Y 7/2) clay, gray- ish brown (2.5Y 5/2) moist; massive; very hard, very firm, very sticky and very plastic; calcium carbonate accumulations as lime concretions and seams; cal- careous; moderately alkaline; clear smooth bound- ary. C3-39 to 60 inches; light gray (2.5Y 7/2) clay, grayish brown (2.5Y 5/2) moist; massive; very hard, very firm, very sticky and very plastic; calcareous; moder- ately alkaline. When dry, the soil cracks. The cracks are normally 3 to 5 feet apart on the surface, 0.5 to 1 inch wide at the surface, and 1 to 2 feet deep. The A horizon has hue of 2.5Y or 10YR, value of 5 to 7 dry and 3 to 5 moist, and chroma of 2 or 3. The B horizon has hue of 2.5Y or 10YR, value of 5 or 6 dry and 4 or 5 moist, and chroma of 2 or 3. The C horizon has hue of 2.5Y or 10YR, value of 6 or 7 dry and 5 or 6 moist, and chroma of 2 or 3. Holderness Variant The Holderness Variant consists of deep, well drained soils that formed in alluvium derived from shale and sandstone. Holderness Variant soils are on fans and SOIL SURVEY valley sides. Slopes are 6 to 25 percent. The average annual precipitation is about 17 inches, and the average annual temperature is about 44 degrees F. Holderness Variant soils are similar to Morval and Tanna soils. Morval soils have less than 35 percent clay in the solum. Tanna soils have a paralithic contact above a depth of 40 inches. Typical pedon of Holderness Variant clay loam, 6 to 25 percent slopes, about 1,320 feet south of the north- east corner of section 7, T. 5 S., R. 91 W.: A11-0 to 2 inches; grayish brown (10YR 5/2) clay loam, very dark grayish brown (10YR 3/2) moist; weak medium granular structure; slightly hard, fri- able, slightly sticky and slightly plastic; calcareous; moderately alkaline; clear smooth boundary. Al2-2 to 11 inches; grayish brown (10YR 5/2) clay loam, very dark grayish brown (10YR 3/2) moist; moderate medium granular structure; hard, firm, sticky and plastic; calcareous; moderately alkaline; clear smooth boundary. B21-11 to 20 inches; grayish brown (10YR 5/2) clay, dark grayish brown (10YR 4/2) moist; weak medium prismatic structure parting to weak fine angular blocky; hard, firm, sticky and plastic; few glossy patches on peds and in root channels; calcareous; moderately alkaline; clear smooth boundary. B22-20 to 30 inches; light brownish gray (10YR 6/2) clay, dark grayish brown (10YR 4/3) moist; weak medium prismatic structure parting to moderate medium angular blocky; very hard, very firm, very sticky and very plastic; common slickensides and glossy patches on ped faces; calcareous; moderate- ly alkaline; clear smooth boundary. B3-30 to 52 inches; light brownish gray (10YR 6/2) clay loam, dark grayish brown (10YR 4/2) moist; weak fine angular blocky structure; very hard, firm, sticky and plastic; calcareous; moderately alkaline; gradual smooth boundary. Cca-52 to 60 inches; light brownish gray (10YR 6/2) clay loam, dark grayish brown (10YR 4/2) moist; massive; hard, firm, sticky and plastic; visible sec- ondary accumulations of carbonates as seams and mycelia; calcareous; moderately alkaline. This soil is a variant of the Holderness series because it is calcareous to the surface, has a Cca horizon that extends to below a depth of 40 inches, and does not have an argillic horizon. The mollic epipedon ranges from 8 to 14 inches in thickness. The A horizon has hue of 10YR or 2.5Y, value of 4 or 5 dry and 2 or 3 moist, and chroma of 2 or 3. The B horizon has hue of 10YR or 2.5Y, value of 5 or 6 dry and 4 or 5 moist, and chroma of 2 or 3. The C horizon has hue of 10YR or 2.5Y. 92 • • TABLE 4. --ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS SOIL SURVEY Map ; symbol' Soil name Garfield County Acres 1 ;Almy Variant loam, 25 to 65 percent slopes 2,000 2 ;Arle-Ansari-Rock outcrop complex, 12 to 65 percent slopes 10,200 3 ;Arvada loam, 1 to 6 percent slopes 10,000 4 ;Arvada loam, 6 to 20 percent slopes 5,300 5 ;Ascalon fine sandy loam, 1 to 6 percent slopes 1,200 6 ;Ascalon fine sandy loam, 6 to 12 percent slopes 2,800 7 ;Ascalon -Pena complex, 6 to 25 percent slopes 6,300 8 ;Atencio-Azeltine complex, 1 to 3 percent slopes 1,700 9 ;Badland 9,500 10 ;Begay sandy loam, 1 to 6 percent slopes 600 11 ;Begay sandy loam, 6 to 12 percent slopes 900 12 ;Bucklon-Inchau loams, 25 to 50 percent slopes 25,150 13 ;Chilton channery loam, 3 to 6 percent slopes 900 14 ;Chilton channery loam, 6 to 12 percent slopes 700 15 ;Chilton channery loam, 12 to 25 percent slopes 600 16 ;Cimarron loam, 2 to 12 percent slopes 1,600 17 ;Cochetopa loam, 9 to 50 percent slopes 16,600 18 ;Cochetopa-Jerry complex, 12 to 25 percent slopes 1,200 19 ;Cochetopa-Jerry complex, 25 to 50 percent slopes 14,700 20 ;Cryaquolls, nearly level 300 21 ;Cushman-Lazear stony loams, 15 to 65 percent slopes 22,000 22 ;Dateman gravelly loam, 30 to 50 percent slopes 9,600 23 ;Detre fine sandy loam, 12 to 25 percent slopes 3,800 24 ;Dollard -Rock outcrop, shale, complex, 25 to 65 percent 1 slopes 7,400 25 ;Etoe loam, 15 to 50 percent slopes 6,300 26 ;Farlow-Rock outcrop association, steep 7,600 27 ;Halaquepts, nearly level 2,000 000 28 ;Heldt clay loam, 1 to 3 percent slopes 900 29 ;Heldt clay loam, 3 to 6 percent slopes 2,000 30 ;Heldt clay loam, 6 to 12 percent slopes 3,700 31 ;Heldt clay loam, 12 to 25 percent slopes 2,160 32 ;Holderness Variant clay loam, 6 to 25 percent slopes 2,100 33 ;Ildefonso stony loam, 6 to 25 percent slopes 2 000 34 ;Ildefonso stony loam, 25 to 45 percent slopes 10 150 35 ;Ildefonso-Lazear complex, 6 to 65 percent slopes 6,700 36 ;Irigul channery loam, 9 to 50 percent slopes 14,800 37 ;Irigul channery loam, 50 to 75 percent slopes 800 38 ;Irigul-Starman channery loams, 5 to 50 percent slopes 4,700 39 ;Jerry loam, 12 to 50 percent slopes 28 700 40 ;Kim loam, 3 to 6 percent slopes 2 100 41 ;Kim loam, 6 to 12 percent slopes 1200 42 ;Lamphier loam, 15 to 50 percent slopes 21,800 43 ;Limon silty clay loam, 3 to 12 percent slopes 600 44 ;Morval loam, 3 to 12 percent slopes 2,100 45 Norval-Tridell complex, 6 to 25 percent slopes 15,200 46 ;Nihill channery loam, 1 to 6 percent slopes 2,500 47 ;Nihill channery loam, 6 to 25 percent slopes 6,300 48 ;Northwater loam, 15 to 65 percent slopes 16,100 49 ;Olney loam, 1 to 3 percent slopes 800 50 ;Olney loam, 3 to 6 percent slopes 2,600 51 ;Olney loam, 6 to 12 percent slopes 5,300 52 ;Parachute loam, 25 to 65 percent slopes 8,700 53 ;Parachute -Rhone loams, 5 to 30 percent slopes 8,100 54 ;Potts loam, 1 to 3 percent slopes 1,,900 , 55 ;Potts loam, 3 to 6 percent slopes 1 800 , 56 ;Potts loam, 6 to 12 percent slopes 1 150 57 ;Potts-Ildefonso complex, 3 to 12 percent slopes 800 58 ;Potts-Ildefonso complex, 12 to 25 percent slopes3 00 59 ;Potts-Ildefonso complex, 25 to 45 percent slopes 2,750 60 ;Rhone loam, 5 to 30 percent slopes 7,800 61 ;Rhone loam, 30 to 70 percent slopes 5,300 62 ;Rock outcrop-Torriorthents complex, very steep 25,700 63 ;Silas loam, 3 to 12 percent slopes 2,800 64 ;Tanna silty clay loam, 25 to 45 percent slopes 3,700 65 ITorrifluvents, nearly level 7,600 66 ;Torriorthents-Camborthids-Rock outcrop complex, steep 51,600 67 ;Torriorthents-Rock outcrop complex, steep 66 850 68 ;Vale silt loam, 3 to 6 percent slopes 4,000 See footnote at end of table. Total -- Mesa ; Area ;Extent County ; Acres i Acres ; Pct O ; 2,000 ; 0.3 O ; 10,200 ; 1.6 0 ; 10,000 ; 1.6 O ; 5,300 ; 0.8 O ; 1,200 ; 0.2 O ; 2,800 ; 0.5 O ; 6,300 ; 1.0 O ; 1,700 ; 0.3 O ; 9,500 ; 1.5 0 ' 600 ; 0.1 O ; 900 ; 0.1 2,350 ; 27,500 ; 4.4 O ; 900 ; 0.1 0 1 700 ; 0.1 O ; 600 ; 0.1 O ; 1,600 ; 0.3 500 ; 17,100 ; 2.7 O ; 1,200 ; 0.2 0 ; 14,700 ; 2.3 O ; 300 ; * 0 ; 22,000 ; 3.5 O ; 9,600 ; 1.5 O ; 3,800 0.6 O 1 7,400 ; 1.2 O ; 6,300 ; 1.0 O ; 7,600 ; 1.2 O ; 2,000 ; 0.3 O ; 900 ; 0.1 0 ; 2,000 ; 0.3 0 ; 3,700 ; 0.6 O ; 2,160 ; 0.3 0 ; 2,100 ; 0.3 500 ; 2,500 ; 0.4 850 ; 11,000 ; 1.7 O ; 6,700 ; 1.1 O ; 14,800 ; 2.4 O ; 2,800 ; 0.5 0 ; 4,700 ; 0.8 O ; 28,700 ; 4.6 O 1 2,100 ; 0.3 0 ; 1,200 ; 0.2 O ; 21,800 ; 3.5 O ; 600 ; 0.1 0 1 2,100 ; 0.3 O ; 15,200 ; 2.4 200 1 2,700 ; 0.4 0 ; 6,300 ; 1.0 0 ; 16,100 ; 2.6 0 ; 800 ; 0.1 O ; 2,600 ; 0.4 O ; 5,300 ; 0.8 O ; 8,700 ; 1.4 0 1 38,100 ; 6.1 0 1 1,900 ; 0.3 200 1 16,000 ; 2.5 550 1 15,700 ; 2.5 O ; 3,800 ; 0.6 100 ; 7,400 ; 1.2 50 ; 2,800 ; 0.4 0 1 7,800 ; 1.2 O 1 5,300 ; 0.8 0 ; 25,700 ; 4.1 O 1 2,800 ; 0.5 O 1 3,700 ; 0.6 O 1 7,600 ; 1.2 200 1 51,800 ; 8.3 950 1 67,700 10.8 O 1 4,000 ; 0.6 94 • • SOIL SURVEY TABLE 5. --YIELDS PER ACRE OF CROPS AND PASTURE [Yields in the N columns are for nonirrigated soils; those in the I columns are for irrigated soils. Yields are those that can be expected under a high level of management. Absence of a yield indicates that the soil is not suited to the crop or the crop generally is not grown on the soil] Soil name and map symbol Wheat i Barley N I N I 1 Bu ' Bu 1 Bu ; Bu ; - 9 - i - 9 - 1 Oats Alfalfa hay 1 1 Corn silage 1 1 I 1 ' Almy Variant 1 I I 1 1 9 1 1 1 1 11 1 2 i Arle-_.;, 1-..: 1 crop 1 9 9 1 ' , 1 1 9 9 3 i 1 40 1 Arvada 1 9 1 1 9 60 1 9 9 1 I 4 1 1 -- 1 i i Arvada 1 1 1 9 i i 9 9 I 5 i 19 i Ascalon 155 1 30 ! 80 9 1 1 1 9 9 1 6Ascalon ' 17 1 1 45 1 25 1 60 1 1 1 9 1 7 1 ' 1 1 1 Ascalon -Pena 1 1 1 i 1 1 9 1 8 1 1 1 55 1 11 Atencio-Azeltine 9 9 1 9 65 9 9 1 1 1 9 9"• 1 1 9 1 Badland 9 9 9 9 i i 1 1 1 1 10 1 18 1 60 i 20 1 80 i Begay 1 ' i . 9 , 11 Begay 1 1 15 1 9 1 50 1 1 65 1 9 I i ' 12 1 1 Bucklon-Inchau 1 i 9 i I 9 I 1 ' I I 13, 14, 15 1 1 1 1 Chilton 9 9 9 9 1 9 1 16' , 1 1 1 Cimarron 1 1 1 , I I I I 1 17 I 1 , Cochetopa 1 1 1 1 i 9 I I ' 18, 19 1 1 I Cochetopa-Jerry 1 1 19 , I 20*. 1 9 1 Cryaquolls i I 1 i 1 1 9 I 1 9 I 21 i --- i i i Cushman-Lazear 9 9 9 1 1 9 1 1 22 i --- i i 1 1 Dateman 1 i 1 i 1 9 ' 9 �3 1 --- 1 1 , 1 , Detra 1 9 1 9 1 9 i 1 9 24 i --- i I ' 1 , 1 Dollard -Rock outcrop 1 1 1 1 1 9 99 9 I See footnote at end of table. N I I I N 1 I 1 N , I Bu 1 Bu 1 Ton1 Ton 1 Ton 1 Ton 1 i 9 i I -I i I 1 ' 1 1 1 i 1 1 I 1 1 ---1 i 1 I 1 1 1 801 1 3.0 1 , 1 I 1 I I 1 1 1 , , 1 I 1 1001 i 4.0 i 1 I 1 1 1 1 801 : 3.0 1 ---1 , 1 1 I 1 1 1 1 1 I 1 , 1 1 9 1 1 , I 8011 3 0 1 1 1 I 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 751 1 4.0 -1 -- 1 ' 1 1 I 1 1 1 1 1 1 601 1 2.5 1 ---1 II 1 9 9 9 9 1 1 , 1 1 ' 9 9 1 9 1 1 , t i i i i ' 1 1 1 I i i 1 1 9 1 1 1 1 , I 1 ' 1 1 1 1 --1 1 1 ---1 I I 1 I 1 1 1 1 1 1 9 1 i 1 9 9 9 I I 1 9 i i i ---i 1 I I 1 1 1 I 1 I -I 1 ' 1 1 11 I 1 --1 1 1 1 ---1 ' i 1 1 1 i 1 -I 1 I 1 1 I 1 25 RIFLE AREA, COLORADO • • TABLE 5. --YIELDS PER ACRE OF CROPS AND PASTURE --Continued 95 Soil name and map symbol 25 Etoe 26*: Farlow Rock outcrop. 2''*. :aquepts 28 Heldt 29 Heldt 30, 31 Heldt 32 Holderness Variant 33 Ildefonso 314 Ildefonso 35 Ildefonso-Lazear 36, 37 Irigul 38 Irigul-Starman 39 Jerry ; 40 Kim 141 Kim 42 Lamphier 143 Limon 1414 Morval 45 Morval-Tridell 146. Nihill 147 Nihill 148 Northwater N Bu See footnote at end of table. Wheat Barley Oats Alfalfa hay ; Corn silage Bu 55 55 50 I � I I . . 1 I I I I i I , I , . . I . I I I I . . . . 50 , I I 1 1 i 40 ; . . I I . . . . . . 40 I I I , 1 , 25 ' , I I I I I I 1 , 1 , I , . . . . . . I , I I . . 1 I . . I . I I 1 . . . Bu . . I . 60 I ' N . I N . I . N I Bu; Bu ; Bu ; Ton ; Ton ; Ton ; Ton . . . . . . 1 . ; ; I. . 1 I . , 1 II ---I 85 80 70 80 60 . 30 90, 851 . . . . 75. 301 1 I I . 1 . . . . . . . . . . . I 1 ---1 1 . . 100.. . . 1 I 801 I 1 I 1 1 1 . . ---I I . . . . . . . . ---I I , I . . . . I I I , i 1 1 , 1 . . . . . I 4.5 . ---. I I I I 1 I 4.0 1, -. . . . 3.0 . ---; 1 . 2.5 . ---. I I . . . I � I I . . 1 . i 1 I I I I I I . I . I I . I ---I 1 1 I I . 4.5 . ---. . . I 1 3.0 1 -- ' I -I 1 I I I . . 1 I ---1 � I 1 I . . 3.5 . ---. I I . . . I I I I I I I I t . I . I i 1 1 I I 2.0 . ---. . . I f ---. I I 1 . 25 25 RIFLE AREA, COLORADO 97 TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES [Only the soils that support rangeland vegetation suitable for grazing are listed] Soil name and map symbol Range site name ; Total production ; ; ; I Characteristic vegetation IKind of year I Dry I ;weight I ;Compo- Isition ILb/acre) 1 ;Brushy Loam IFavorable ; 3,000 Almy Variant I ;Normal 12,000 ; :Unfavorable : 1,500 ; ; ; , : ; ; ; : I. I I 2*: I I Arle (Loamy Slopes ;Favorable ; 1,200 ;Normal ; 900 ; :Unfavorable I 500 , I I : Ansari (Loamy Breaks ;Favorable : 850 : ;Normal ; 700 ; :Unfavorable : 500 , : : ; , : ; : : ; Rock outcrop. : I I : : 3 ;Salt Flats ;Favorable : 900 Arvada ; :Normal : 650 ; :Unfavorable I 500 ; : : ,, , ; ; ; : : : 4 ;Alkaline Slopes ;Favorable : 700 Arvada : :Normal 1 500 ; :Unfavorable 400 ; ; ; , : ; 5, 6 (Deep Loam ;Favorable 11,800 Ascalon ::Normal 11,500 : ;Unfavorable I 700 ; ; ; ; ; 7*: : : ; Ascalon (Deep Loam ;Favorable 11,800 ; :Normal 11,500 : :Unfavorable ; 700 ,, , , ; : : ,, , See footnote at end of table. ;Mountain brome ;Gambel oak ;Elk sedge ;Slender wheatgrass ;Western wheatgrass ;Mountain snowberry 'Nodding bromegrass Utah serviceberry Aspen peavine Big sagebrush :Mountain snowberry ;Saskatoon serviceberry ;Western wheatgrass :Indian ricegrass ;Bluebunch wheatgrass IGambel oak 1Needleandthread ;Utah serviceberry :True mountainmahogany ;Big sagebrush ;Indian ricegrass ;Western wheatgrass ;Pinyon :Juniper IBig sagebrush ;Utah serviceberry INeedleandthread Western wheatgrass Alkali sacaton Inland saltgrass Winterfat Bottlebrush squirreltail Gardner saltbush Greasewood Big sagebrush ,Greasewood IGalleta 1Shadscale ;Bottlebrush squirreltail ;Western wheatgrass INeedleandthread ;Western wheatgrass ;Bluebunch wheatgrass IBig sagebrush ;Utah serviceberry INeedleandthread ;Western wheatgrass ;Bluebunch wheatgrass ;Big sagebrush :Utah serviceberry Pct 20 20 10 5 5 5 5 5 5 5 5 5 20 15 15 10 8 7 7 5 20 15 15 5 5 5 5 10 10 10 5 5 5 5 20 20 10 10 5 5 20 15 10 10 5 20 15 10 10 5 RIFLE AREA, COLORADO 99 TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued Soil name and map symbol Range site name Total production ;Kind of year I Characteristic vegetation Dry I weight I Compo- sition 17 Cochetopa 18*, 19*: Cochetopa Jerry 22 Dateman 23 Detra 24*: Dollard Rock outcrop. 26*: Farlow Rock outcrop. 28, 29, 30, 31 Heldt Brushy Loam Brushy Loam ;Brushy Loam Brushy Loam Mountain Loam Mountain Shale Shallow Subalpine Clayey Foothills See footnote at end of table. ;Favorable ;Normal ;Unfavorable ;Favorable ;Normal ;Unfavorable • ;Favorable ;Normal ;Unfavorable :Favorable ;Normal :Unfavorable ;Favorable ;Normal ;Unfavorable ;Favorable ;Normal ;Unfavorable ;Favorable ;Normal ;Unfavorable ;Favorable :Normal ;Unfavorable Lb/acre; 3,000 ;Gambel oak 2,000 :Mountain brome 1,500 ;Utah serviceberry :Elk sedge :Bearded wheatgrass ;Columbia needlegrass ;Mountain snowberry 3,000 ;Gambel oak 2,000 :Mountain brome 1,500 :Utah serviceberry lElk sedge :Bearded wheatgrass ;Columbia needlegrass ;Mountain snowberry 3,000 :Gambel oak 2,000 :Mountain brome 1,500 ;Elk sedge :Utah serviceberry ;Slender wheatgrass :Western wheatgrass ;Mountain snowberry :Big sagebrush 3,000 ;Utah serviceberry 2,000 :Mountain brome 1,500 ;Gambel oak :Elk sedge ;Bluegrass 1,800 ;Mountain snowberry ;Needleandthread 1,500 ;Mountain brome 1,300 ;Big sagebrush ;Western wheatgrass 1,000 600 :Muttongrass 300 ;Big sagebrush :Antelope bitterbrush ;Western wheatgrass 1,500 1,000 775 1,200 ;Utah serviceberry ;Arizona fescue ;True mountainmahogany :Columbia needlegrass ;Letterman needlegrass ;Idaho fescue ;Mountain brome ;Slender wheatgrass :Utah serviceberry ;Big sagebrush :Western wheatgrass ;Western wheatgrass 900 ;Big sagebrush 600 :Green needlegrass 1Squirreltail ;Winterfat ;Prairie junegrass :Low rabbitbrush ;Sandberg bluegrass : Pet 20 20 10 10 5 5 5 20 20 10 10 5 5 5 20 10 10 10 5 5 5 5 20 20 10 10 10 5 20 10 10 5 5 30 10 10 10 5 5 15 10 10 10 10 '0 10 5 45 15 5 5 5 5 5 5 RIFLE AREA, COLORADO • • 103 TABLE 7. --BUILDING SITE DEVELOPMENT [Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions of "slight," "moderate," and "severe." Absence of an entry indicates that the soil was not rated] Soil name and I Shallow map symbol ! excavations ; Dwellings I Dwellings without ; with basements , basements 1 ;Severe: :Severe: Almy Variant 1 slope. I slope. I 1 I, 1 , 2*: I I Arle ;Severe: ;Severe: I slope, ; slope, 1 large stones. 1 large stones. 1 I Ansari :Severe: ;Severe: I slope, 1 slope, 1 depth to rock. ; depth to rock. , Rock outcrop. 1 1 I, 3 ;Moderate: ;Severe: Arvada 1 too clayey. 1 shrink -swell. 1 1 I I, I I 4 ;Moderate: ;Severe: Arvada I slope, 1 shrink -swell. 1 too clayey. 1 , 1 1 5 :Slight ;Moderate: Ascalon 1 1 low strength. I 1 1 I, 6 :Moderate: :Moderate: Ascalon ; slope. 1 slope, 1 low strength. I 1 I, 1 , 7*: I Ascalon :Moderate: :Moderate: I slope. 1 slope, I low strength. 1 ; I, Pena ;Severe: ;Severe: slope, I slope, large stones. 1 large stones. , i 1 8*: ; Atencio :Severe: :Slight 1 cutbanks cave. ; , Azeltine ;Severe: :Moderate: : cutbanks cave, ; large stones. : large stones. : I I I 9* ; Badland I I 1 10 ;Moderate: :Slight Begay I large stones. , 1 1 11 :Moderate: :Moderate: Begay I slope, I slope. 1. large stones. ; , I 1 12*: 1 Bucklon :Severe: (Severe:- ; depth to rock, depth to rock, 1 slope. slope. i I 1 See footnote at end of table. Small commercial buildings Local roads and streets :Severe: :Severe: slope. I slope. , i I i ' 1 1 I ' I ;Severe: :Severe: 1 slope, 1 slope, 1 large stones. 1 large stones. 1 I !Severe: :Severe: I slope, 1 slope, 1 depth to rock. 1 depth to rock. i 1 1 I I I I I , 1 I ;Severe: !Severe: !Severe: shrink -swell. 1 shrink -swell. 1 shrink -swell, 1 1 ; low strength. 1 1 I ' ;Severe: :Severe: ;Severe: i shrink -swell. ; slope, 1 shrink -swell, ; I shrink -swell. ; low strength. ' 1 I :Moderate: ;Moderate: :Moderate: 1 low strength. 1 low strength. 1 frost action, 1 I 1 1 low strength. ;Moderate:!Severe: :Moderate: slope, 1 slope. 1 slope, 1 low strength. 1 ; frost action, 1. 1 1 low strength. I I ; I I ! I 1 I ;Moderate: ;Severe: ;Moderate: slope, 1 slope. ; slope, I low strength. 1 1 frost action, 1 1 low strength. 1 I i i ;Severe: Severe: ;Severe: 1 slope, I slope, I lig eI P ; large stones. ! large stones. ; large stones. I ; ; 1 i i .Slight :Slight ;Slight. ; i ' 1 I i i ;Moderate: ;Moderate: (Moderate: large stones. : large stones. 1 large stones. ' I 1 1 , 1 1 , 1• ; 1 1 I 1 I ;Moderate: !Slight Slight. 1 large stones. I 1 i ;Moderate: :Severe: Moderate: ; slope, 1 slope. : slope. I large stones. : 1 1 I I 1 ;Severe: Severe: 1 depth to rock, depth to rock, slope. slope. :Severe: I slope, I low strength. ;Severe: 1 slope, I large stones. Severe: slope, depth to rock. Severe: depth to rock, slope, low strength. RIFLE AREA, COLORADO • • TABLE 7. --BUILDING SITE DEVELOPMENT --Continued 105 Soil name and map symbol Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets Zb*: Rock outcrop. 77*. Halaquepts 28, 29 Heldt Heldt 31 Heldt 32 Holderness Variant 33, 34 Ildefonso 35*: Ildefonso Lazear 36, 37 Irigul 38*: Irigul Starman 39 Jerry Kim Kim Moderate: too clayey. Moderate: too clayey, slope. Severe: slope, too clayey. Severe: slope. Severe: slope, large stones. Severe: slope, large stones. Severe: depth to rock, slope. Severe: slope, depth to rock. Severe: slope, depth to rock. Severe: slope, depth to rock. Severe: slope. :Slight ;Moderate: slope. I ---------------:Severe: Lamphier : slope. See footnote at end of table. ;Severe: I shrink -swell, I low strength. ;Severe: 1 shrink -swell, 1 low strength. ;Severe: slope, ; shrink -swell, : low strength. :Severe: : slope, 1 shrink -swell, : low strength. ;Severe: I slope, : large stones. ;Severe: 1 slope, : large stones. ;Severe: depth to rock, : slope. ;Severe: I slope, : depth to rock. ;Severe: 1 slope, : depth to rock. ;Severe: 1 slope, 1 depth to rock. ;Severe: ; shrink -swell, 1 slope. ;Moderate: 1 shrink -swell. ;Moderate: shrink -swell, slope. :Severe: slope. ;Severe: : shrink -swell, 1 low strength. :Severe: : shrink -swell, : low strength. :Severe: : slope, : shrink -swell, : low strength. :Severe: 1 slope, 1 shrink -swell, low strength. :Severe: ; slope, : large stones. :Severe: slope, : large stones. :Severe: 1 depth to rock, : slope. I ;Severe: 1 slope, : depth to rock. :Severe: : slope, : depth to rock. :Severe: : slope, : depth to rock. :Severe: I slope, 1 shrink -swell. :Moderate: shrink -swell. :Moderate: : shrink -swell, 1 slope. ;Severe: : slope. ;Severe: 1 shrink -swell, : low strength. :Severe: I slope, 1 shrink -swell, 1 low strength. :Severe: 1 slope, ' shrink -swell, low strength. Severe: slope, shrink -swell, low strength. Severe: slope, large stones. Severe: slope, large stones. 'Severe: 1 depth to rock, : slope. :Severe: I slope,, : depth to rock. ;Severe: : slope, ; depth to rock. :Severe: 1 slope, : depth to rock. ;Severe: 1 shrink -swell, slope. :Moderate: 1 shrink -swell, : slope. :Severe: : slope. I ' :Severe: : slope. I ' :Severe: 1 shrink -swell, 1 low strength. ;Severe: 1 shrink -swell, 1 low strength. ;Severe: 1 slope, 1 shrink -swell, : low strength. ;Severe: 1 slope, 1 shrink -swell, 1 low strength. ;Severe: 1 slope, 1 large stones. :Severe: : slope, 1 large stones. :Severe: 1 depth to rock, : slope. :Severe: 1 slope, 1 depth to rock. ;Severe: 1 slope, 1 depth to rock. :Severe: : slope, : depth to rock. :Severe: 1 shrink -swell, 1 slope, low strength. ;Moderate: : shrink -swell, 1 low strength. ;Moderate: 1 slope, : shrink -swell, 1 low strength. :Severe: : slope. 108 SOIL SURV TABLE 8. --SANITARY FACILITIES [Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions o "slight," "moderate," "good," "fair," and other terms. Absence of an entry indicates that the soil was not rated] Soil name and map symbol Septic tank absorption fields Sewage lagoon areas Trench sanitary landfill 1 ;Severe: :Severe: Almy Variant : slope, : slope. : percs slowly. : 1 1 1 2*: 1 1 Arle ;Severe: ;Severe: ; slope, : slope, : depth to rock. : large stones. 1 1 1 11 1 1 Ansari ;Severe: :Severe: : slope, 1 slope, ; depth to rock. : depth to rock. : : Rock outcrop. 1 3 ;Severe: Arvada : percs slowly. 4 ;Severe: Arvada percs slowly. 5 6 Ascalon Ascalon Slight Moderate: slope. 7*: Ascalon :Moderate: : slope. Pena :Severe: I slope, I large stones. 8*: Atencio :Slight Azeltine :Severe: : large stones. •10 :Moderate: Begay ; large stones. 11 :Moderate: Begay : slope, ; large stones. 12*: Bucklon :Severe: 9*. Badland : depth to rock, 1 slope, percs slowly. See footnote at end of table. ;Moderate: slope. :Severe: ; slope. :Severe: ; seepage. ;Severe: : slope, : seepage. 1 1 :Severe: : slope, : seepage. ;Severe: : slope, : large stones. :Severe: seepage. Severe: seepage, large stones. ;Severe: : seepage. ;Severe: I slope, seepage. ;Severe: 1 depth to rock, : slope. : :Severe: ; slope. ;Severe: I slope, I depth to rock. ;Severe: : slope, : depth to rock. ; ;Moderate: : too clayey. ;Moderate: : too clayey. :Severe: : seepage. :Severe: ; seepage. : : :Severe: : seepage. :Severe: I large stones. :Severe: I seepage. :Severe: ; seepage, I large stones. 1 :Severe: I seepage. :Severe: ; seepage. :Severe: 1 depth to rock, : slope. Area sanitary landfill Daily cover for landfill ;Severe: ;Poor: ; slope. I slope. � 1 I 1 1 � 1 ;Severe: ;Poor: ; slope. ; slope, large stones, area reclaim. : :Severe: :Poor: : slope. : slope, ; thin layer, : area reclaim. 1 1 1 1 ; :Slight ;Fair: : too clayey. ;Fair: I slope, : too clayey. ;Good. :Fair: seepage. ; slope. ;Fair: : slope. 1 :Poor: : slope, : large stones. ;Severe: ; large stones. :Poor: 1 seepage, ; large stones. 1 Severe: :Fair: seepage. ; large stones. ;Fair: seepage. : slope, ;Moderate: : slope. :Severe: : seepage. :Severe: :Severe: : seepage. : :Severe: I slope. ;Slight ;Severe: ; seepage. • :Severe: 1 • :Severe: : slope. large stones. ;Poor: : thin layer, slope, : area reclaim. 110 Soil name and map symbol 24*: Rock outcrop. 25 Etoe 26*: Farlow TABLE 8. --SANITARY FACILITIES --Continued Septic tank absorption fields :Severe: 1 slope, : large stones. :Severe: I slope, depth to rock. Rock outcrop. 1 1 27*. Halaquepts 28, 29 :Severe: Heldt 1 percs slowly. 30 :Severe: Heldt I percs slowly. 31 :Severe: Heldt I slope, I percs slowly. 32 ;Severe: Holderness Variant : slope, 1 percs slowly. 33 :Severe: Ildefonso 1 slope, I large stones. 34 :Severe: Ildefonso I slope, : large stones. 35*: Ildefonso :Severe: 1 slope, I large stones. Lazear :Severe: : depth to rock, 1 slope. 1 36, 37 :Severe: Irigul I slope, 1 depth to rock. 38*: Irigul :Severe: I slope, : depth to rock. Starman ;Severe: 1 slope, I depth to rock. See footnote at end of table. SOIL SURVE IFL Sewage lagoon areas :Severe: 1 slope, large stones. ;Severe: : slope, 1 depth to rock. : 1 : : :Moderate: I slope. :Severe: 1 slope. :Severe: I slope. :Severe: I slope. :Severe: : slope, : seepage. :Severe: slope, seepage. :Severe: : slope, 1 seepage. 1 :Severe: I depth to rock, : slope. :Severe: I slope, I depth to rock. :Severe: 1 slope, I depth to rock. :Severe: I slope, I depth to rock, 1 small stones. Trench sanitary •landfill :Severe: slope, large stones. ;Severe: I slope, I depth to rock. :Severe: too clayey. :Severe: I too clayey. :Severe: I too clayey. :Severe: I too clayey. :Severe: 1 large stones, 1 seepage. :Severe: 1 slope, 1 large stones, 1 seepage. :Severe: 1 slope, 1 large stones, 1 seepage. • Severe: slope, : depth to rock. :Severe: I slope, 1 depth to rock :Severe: 1 slope, ; depth to rock. :Severe: 1 slope, I depth to rock. Area sanitary landfill ;Severe: slope. ;Severe: I slope. :Slight :Moderate: I slope. :Severe: 1 slope. :Severe: I slope. :Severe: slope, 1 seepage. :Severe: 1 slope, seepage. ;Severe: 1 slope, 1 seepage. ;Severe: ; slope. :Severe: 1 slope. ;Severe: 1 slope. :Severe: I slope. Daily cover for landfill ;Poor: 1 slope, ; large stones. :Poor: 1 slope, I small stones. :Poor: I too clayey. :Poor: I too clayey. :Poor: 1 slope, 1 too clayey. :Poor: 1 slope, 1 too clayey. :Poor: 1 slope, 1 large stones. i 1Poor: 1 slope, 1 large stones. • :Poor: 1 slope, I large stones. 1 i 1Poor: 1 thin layer, slope, 1 area reclaim. :Poor: 1 slope, 1 thin layer, 1 area reclaim. 1Poor: 1 slope, 1 thin layer, 1 area reclaim. 1Poor: 1 slope, 1 thin layer, 1 area reclaim. : 9- • • 114 SOIL SURVEY TABLE 9. --CONSTRUCTION MATERIALS [Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions "good," "fair," and "poor." Absence of an entry indicates that the soil was not rated] Soil name and Roadfill map symbol Sand Gravel Topsoil of 1 ;Poor: F17_. ,nt ; slope, ! low strength. 2*: Arle ;Poor: : slope, : thin layer, ! area reclaim. Ansari ;Poor: : slope, ! thin layer, 1 area reclaim. Rock outcrop. 3, 4 (Poor: Arvada : shrink -swell, : low strength. • 5 ;Poor: Ascalon ! low strength. 6 ;Poor: Ascalon ! low strength. 7*: Ascalon ;Poor: : low strength. Pena ;Poor: 8*: Atencio Azeltine 9*. Badland 10 Begay 11 Begay 12*: Bucklon : large stones. :Good :Unsuited :Unsuited: : thin layer. 1 :Unsuited Unsuited: excess fines. ;Poor: : excess fines. :Poor: ! excess fines. 1 :Poor: : excess fines. :Unsuited :Poor: : large stones. 1 , I , :Fair: ;Poor: large stones. : large stones. 1 , I , I , 1 , I , :Fair: :Poor: large stones. excess fines, large stones. !Fair: :Poor: : large stones. : excess fines. I , 1 , , , :Poor: :Unsuited : thin layer, : slope, : area reclaim. 1 , See footnote at end of table. 1 i :Unsuited Poor: I I slope. 1 : ! :Unsuited: Poor: : thin layer, ; slope, I : large stones. I 1 , I , 1 :Unsuited ;Poor:op ' i sle, ! : large stones, 1 I ! area reclaim. I 1 , , , I, 1 , Unsuited: ;Poor: : excess fines. ; too clayey, 1 1 1 excess sodium. 1 . , :Unsuited :Fair: : ; too clayey. , , ;Unsuited ;Fair: 1 ; slope, ! 1 : too clayey. I i 1 , :Unsuited lop ;Fair: I 1 se, ! ! too clayey. 1 1 , :Unsuited ;Poorslo: ; pe, 1 1 ; large stones. 1, 1 , I , , ;Poor: ;Fair: , : large stones. : small stones. 1 , !Poor:. :Poor: : large stones. ; small stones. I , , I , , 1, 1 , 1 1 , , !Unsuited rood. I 1 I1 1 1 :Unsuited :Fair: 1 1 : slope. 1 , 1 , , !Unsuited !Poor: 1 : slope, I 1 1 area reclaim, thin layer. 1 116 • • SOIL SURVEY TABLE 9. --CONSTRUCTION MATERIALS --Continued Soil name and map symbol Roadfill I ; i Sand I 1 , I , I I Gravel Topsoil 24*: Dollard !Poor: : thin layer, : slope, low strength. Rock outcrop. 25 (Poor: Etoe : slope, ! large stones. 26*: Farlow :Poor: : slope. Rock outcrop. 27*. Halaquepts ; 28, 29, 30 :Poor: Heldt : shrink—swell, : low strength. 31 :Poor: Heldt : shrink -swell, : low strength. 32 :Poor: Holderness Variant : low strength, shrink—swell. 33 :Poor: Ildefonso : large stones. 34 :Poor: Ildefonso : slope, : large stones. 35*: Ildefonso Lazear :Poor: slope, I large stones. :Poor: : slope, thin layer, area reclaim. I 1 I ' !Unsuited :Unsuited (Poor: I ! slope, 1 ' 1 : too clayey. ' . : ' . i i : I I :Unsuited :Unsuited: :Poor: : large stones. : slope, 1 ' I ! small stones. : I , 1 I I :Unsuited :Unsuited ' Poor: I slope, 1 ' , I : small stones. 'I I ' I I 'I '1 I , ' I :Unsuited :Unsuited I :Poor: : too clayey. I , ! : Unsuited: :Unsuited: :Poor: I excess fines. : excess fines. : slope, 1 , I ! too clayey. :Unsuited :Poor: I 1 I slope. , , I !Unsuited :Poor: I : slope, : large stones. 1 , , :Unsuited i :Poor: 1 slope , I 1 large stones. I I I , I II :Unsuited 1 :Poor: 1 I slope, : large stones. I : .:Unsuited !Poor: I slope, I I ; small stones, 1 I ! area reclaim. , , :Unsuited :Poor: I : slope, 1 I : small stones, I , area reclaim. 1 1 I , , :Unsuited :Poor: I I : slope, I I ! small stones, I 1 , ! area reclaim. I :Unsuited: :Poor: thin layer. : slope, I : area reclaim, ! I , : small stones. 1 , !Unsuited :Unsuited 1 :Unsuited :Unsuited !Unsuited 36, 37 Poor: Irigul slope, : thin layer, : area reclaim. 38*: Irigul ;Poor: 1 slope, I thin layer, I area reclaim. Starman :Poor: : slope, : thin layer, : area reclaim. See footnote at end of table. :Unsuited !Unsuited !Unsuited: : thin layer. 120 [Some terms that describe restrictive that the soil was not evaluated] TABLE 10. --WATER MANAGEMENT soil features are defined in the Glossary. SOIL SURVEY Absence of an entry indicates Soil name and map symbol Pond reservoir areas I Embankments, I dikes, and levees Drainage Irrigation I Terraces and I diversions Grassed waterways 1 Almy Variant 2*: Ar_c: 3 Ansari u 5 6 Rock outcrop. Arvada Arvada Ascalon Ascalon 7*: Ascalon Pena 8*: Atencio ;Seepage, ;Seepage, I slope. ! large stones. : : Azeltine ;Slope, ;Seepage, I seepage. I large stones. ; ! 'Slope Slope, seepage, depth to rock. ;Slope, I depth to rock. :Favorable Slope ;Favorable ;Piping, thin layer, large stones. Thin layer I I I I ' ! I I ' I I I ' ;Excess sodium --:Peres slowly, ISlope, ;Peres slowly--- . ! excess sodium,; percs slowly, I : I slope. ; excess sodium.; I I I :Excess sodium --;Peres slowly, :Slope, :Slope, I I excess sodium,: percs slowly, I percs slowly. I : slope. I excess sodium.: ! ':Favorable :Slope :Slope : : ' ; :Favorable :Slope :Slope : ! i 1 1 1 I I i :Seepage, :Favorable :Slope :Slope I slope. I ; ; I ; :Slope, :Large stones ---:Slope, :Slope, :Slope, ! large stones. ! ! large stones. ! large stones, : large stones. I : I droughty. ! . I I I ' I I I : I ;Slope ;Slope :Slope, ;Large stones, I depth to rock,: slope, I large stones. ! droughty. ;Slope, ;Droughty, I depth to rock.; slope, I rooting depth. ;Slope ;Large stones, I slope, I depth to rock. ;Slope, I depth to rock. (Seepage, I slope. :Seepage, I slope. :Slope :Slope :Slope 9*. Badland !Slope, :Slope, I cutbanks cave,' droughty, I large stones. ' soil blowing. 'Slope, 'Slope, I large stones. ' seepage, ! ! droughty. :Large I soil ;Large soil stones, blowing. stones, blowing. :Slope. � I :Large stones, I slope, droughty. :Slope, I rooting depth, droughty. :Peres slowly, excess sodium. :Slope, I percs slowly, I excess sodium. :Slope. :Slope. :Slope. :Slope, I large stones, ! droughty. :Droughty, I large stones. :Droughty, I large stones. ; I 1 1 ' I ! ' I1 ' ' I ; , , 1 1 $ ' ' I ' , 1 i1 10 'Slope, ;Piping, 'Slope ;Slope ;Favorable 'Favorable. Begay ! seepage. ! seepage. : ! ! . 111 ' ' 1 1 11 ISlope, ;Piping, 'Slope ;Slope :Slope :Slope. Begay : seepage. ! seepage. : ! 1 ' I 1 ! 12*: ! : ; : : : Bucklon ;Depth to rock, ;Thin layer !Depth to rock, 'Rooting depth, ;Slope, :Slope, ! slope. ! I slope. I slope. ! depth to rock.! rooting depth. : ! ! ! ' Inchau !Slope, !Thin layer !Slope, !Slope, !Slope, !Slope, I depth to rock,! I depth to rock.! rooting depth.! depth to rock.! rooting depth ; seepage. 1 ; ! : ' $$ 1 1 ; i 1 1 1 . 13 !Seepage, !Seepage !Slope !Droughty, !Favorable !Droughty. Chilton ! slope. I ! 1 slope. : 1 1 : ! I ! ' See footnote at end of table. RIFLE AREA, COLORADO TABLE 10. --WATER MANAGEMENT --Continued 121 Soil name and map symbol Pond reservoir areas I Embankments, 1 dikes, and levees Drainage Irrigation Terraces and I diversions 1 Grassed waterways 14, 15 :Seepage, ;Seepage ;Slope Chilton ; slope. 1 ; ; 16;Slope ;Hard to pack ---;Slope, Cimarron ; ; ; percs slowly I ; 1 17;Slope ;Hard to pack ---;Peres slowly, Cochetopa 1 1 1 slope. ; 1 ; 18*, 19*: I ; Cochetopa ;Slope ;Hard to pack ---;Peres slowly, I 1 I slope. I I 1 Jerry;Slope ;Hard to pack ---;Slope, ; 1 peres slowly. ; ; 20*. ; ; Cryaquolls ; ; ; 1 21*: ; ; Cushman;Slope, ;Thin layer depth to rock.; Lazear ;Slope, ;Thin layer, I depth to rock.; large stones. 1 i 1 1 22 ;Slope, ;Thin layer Dateman ; depth to rock.: 23 ;Slope, :Thin layer Detra I depth to rock.) 1 24*: 1 1 Dollard ;Slope, I depth to Rock outcrop. 25 ;Slope, Etoe I seepage. 26*: ; Farlow ;Slope, I depth to Rock outcrop. 1 27*. 1 Halaquepts 1 28, 29 ;Slope Heldt ; 30 ;Slope Heldt 1 31 ;Slope Heldt 1 32 ;Slope Holderness Variant :Slope, I depth to ; :Slope, I depth to ; ;Slope ;Slope !Slope ; ;Slope, ;Slope depth to rock.; ; 1 1 :Thin layer, :Depth to rock, (Slope, :Depth to rock, rock.; hard to pack. I slope, I percs slowly, I percs slowly, 1 I percs slowly. I rooting depth.; slope. I 1 1 1 1 1 1 ; 1 1 1 ; (Large stones ---(Slope, ;Droughty, ;Slope, 1 I large stones. 1 slope, 1 large 1 1 I large stones. I ; 1 1 ; 11 1 1 1 , , 1 ;Thin layer, ;Slope, :Slope, i Slope, rock.; large stones. I large stones. I droughty, large I 1 I large stones. 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 I1 1 1 1 1 I 1 11 1 1 , I 1 1 :Hard to pack ---;Peres slowly, (Slope, :Droughty, :Slope I slope. :Peres slowly, slope. :Spereslope, slowly. 1 ;Spereslope, slowly. 1 ;Slope, I percs slowly. ; 1 :Droughty, I slope. :Slope, ;Slope, 1 percs slowly. ; percs slowly. I 1 ;Peres slowly, ;Peres slowly,, I slope. ; slope. 1I 1 1 1 ; ;Peres slowly, ;Peres slowly, I slope. ; slope. 11 1 1 :Slope, ;Slope, I percs slowly. I percs slowly. :Slope, rock.: rooting depth. ;Large stones, rock.: droughty, rooting depth. :Slope, I depth to rock. ;Large stones, I slope, I depth to rock. ;Slope, 1 depth to ;Slope ;Slope, I depth to rock. :Large stones, ' slope, rooting depth. Slope, rock., rooting depth. :Slope. See footnote at end of table. • :Hard , 1 ;Hard I ;Hard I slope. I percs to pack ---;Peres slowly, :Slope, I percs : slope. 1 to pack ---;Peres slowly, slope. to pack ---;Slope, I percs slowly. ;Peres slowly, I slope, ; rooting depth. :Droughty, stones. I large stones, I slope. 1 ;Slope, stones. 1 large stones, I droughty. I :Peres slowly ---;Peres slowly. slowly. : ;Peres slowly, ;Slope, slowly. I slope. I percs slowly. 1 Slope, :Slope, ;Slope, percs slowly. I percs slowly. I percs slowly. :Slope, I percs ;Slope, slowly. I percs 1 1Slope, slowly. I percs slowly. RIFLE AREA, COLORADO 125 ABLE 11. --RECREATIONAL DEVELOPMENT 1110 [Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions of "slight," "moderate," and "severe." Absence of an entry indicates that the soil was not rated] I 1 i Soil name and : Camp areas 1 Picnic areas ; Playgrounds : Paths and trails map symbol ; ; : i , 1 ;Severe: :Severe: :Severe: ;Severe: Almy Variant ; slope. I slope. 1 slope. I slope. i i : . 2*: i i ; i Arle :Severe: ;Severe: ;Severe: ;Severe: slope, ; slope, 1 slope, I slope, large stones. : large stones. I large stones, I large stones. 1 1 small stones. ; Ansari ;Severe: ;Severe: ;Severe: ;Severe: ; slope, I slope. : slope, 1 slope. 1 depth to rock. 1 I depth to rock, , : 1 I large stones. 1 i ; ; i Rock outcrop. ; 1 ; . 1 $ 5 � . . . 3 ;Moderate: ;Slight :Moderate: ;Slight. Arvada : peres slowly. ; ; percs slowly. ; : ; ; 4 'Moderate: ;Moderate: ;Severe: ;Slight. Arvada 1 peres slowly. 1 slope. 1 slope. 1 ; : i 5 Slight':Slight ;Moderate: (Slight. Ascalon 1 1 1 slope. 1 ; ; ; 6 :Moderate: ;Moderate: :Severe: ;Slight. Ascalon I slope. I slope. I slope. 1 i 4 . , 7*: 1 1 1 1 Ascalon ;Moderate: ;Moderate: ;Severe: ;Slight. 1 slope. I slope. 1 slope. 1 Pena Severe: :Severe: Severe: ;Moderate: slope, I slope. slope, I slope. large stones. 1 large stones. : I $*: 1 1 Atencio Slight :Slight Moderate: :Slight. 1 slope, 1 1 small stones. 1 : ; I Azeltine ;Moderate: ;Moderate: :Severe: :Moderate: 1 small stones. I small stones. 1 slope, 1 small stones. 1 small stones. 1 : ; ; , 9* 1 1 1 1 Badland 1 1 1 : 1 ; 1 10 'Slight 'Slight ;Moderate: ;Slight. Begay 1 1 1 slope. 1 ; I I4 11 :Moderate: ;Moderate: :Severe: ;Slight. Begay I slope. 1 slope. 1 slope. 1 : : : 12*: 1 1 1 1 Bucklon :Severe: ;Severe: :Severe: ;Severe: 1 slope, : slope, 1 depth to rock, 1 slope. 1 depth to rock. : depth to rock. 1 slope. 1 i 5 . i i i Inchau :Severe: ;Severe: ;Severe: ;Severe: 1 slope. 1 slope. 1 slope. 1 slope. See footnote at end of table. RIFLE AREA, COLORADO i • TABLE 11. --RECREATIONAL DEVELOPMENT --Continued 127 Soil name and Camp areas map symbol Picnic areas 1 , 1 , Playgrounds : Paths and trails 27*. Halaquepts 28, 29 (Moderate: :Moderate: Heldt I too clayey, ; too clayey, , percs slowly. : peres slowly. 11 1 1 11 I , 30;Moderate:;Moderate: Moderate: slope, 1 slope, I too clayey, : too clayey, percs slowly. ; percs slowly. 31:Severe:;Severe: ;Severe: slope. 1 slope. 1 : : 32 :Moderate: :Moderate: Holderness Variant : slope, ; slope, percs slowly, ; peres slowly, : too clayey. : too clayey. 1 1 33 :Severe: :Severe: Ildefonso I slope, : slope, ; large stones. ; large stones. 34 :Severe: :Severe: Ildefonso : slope, I slope, P , ; large stones. ; large stones. , 1 , 35*: : Ildefonso :Severe: :Severe: I slope, I slope, ; large stones. ; large stones. 1 1 1 , Lazear ;Severe: :Severe: ; slope, : slope, ; depth to rock. ; depth to rock. 1 1 1 1 1 : 36, 37 :Severe: ;Severe: Irigul 1 slope, ; slope, ; depth to rock. : depth to rock. 1 : 38*: : 1 1 Irigul :Severe: :Severe: I slope, : slope, : depth to rock. : depth to rock. Starman :Severe: :Severe: : slope, : slope, ; depth to rock. : depth to rock. 1 1 1 1 : 39 :Severe: :Severe: Jerry : s:ope. : slope. 1 1 40 :Moderate: :Moderate: Kim ; dusty. : dusty. 1 1 1 1 : 41 ;Moderate: :Moderate: Kim : slope, ; slope, ; dusty. ; dusty. 1 1 42 :Severe: :Severe: Lamphier ; slope. ; slope. 1 1 , 43 :Moderate: :Moderate: Limon I too clayey, : too clayey, 1 percs slowly. ; peres. slowly. 11 1 1 See footnote at end of table. Moderate: :Moderate: slope, : too clayey. too clayey, percs slowly. Severe: :Moderate: slope. I too clayey. :Moderate: slope, : too clayey. ;Moderate: : too clayey. ;Severe: : large stones. :Severe: slope, I iarge stones. ;Severe: 1 slope, ; large stones. ;Moderate: 1 small stones, : slope. ;Severe: slope. 1 :Severe: : slope. ;Severe: ; slope. ;Severe: I slope. ;Moderate: : dusty. : ;Moderate: : dusty. ;Severe: ; slope. :Moderate: : too clayey. ;Severe: ; slope. ;Severe: : slope. ;Severe: I slope, : large stones. ;Severe: : slope, : large stones. ;Severe: ; slope, : large stones. Severe: depth to rock, small stones, ; slope. ;Severe: I slope, : depth to rock. :Severe: ; slope, ; depth to rock. :Severe: ; slope, ; depth to rock, : small stones. ;Severe: I slope. ;Moderate: ; slope, : dusty. ;Severe: I slope. ;Severe: : slope. :Severe: slope. • • 130 SOIL SURVEY TABLE 12. --WILDLIFE HABITAT POTENTIALS [See text for definitions of "good," "fair," "poor," and "very poor." Absence of an entry indicates that the soil was not rated] 1 Potential for habitat elements Soil name and ;Grain I ;Wild I : ! : I Open - map symbol ! and IGrasseslherba-(Hard- IConif-IShrubslWetlandlShallow land :seed I and : ceousl wood I erousl ;plants ; water , wild - ;crops !legumes plantsltrees !plants; ; 1 areas 1 life I 1 1 I 1 1 1 1 : 1 1 I I I 1 I I I 1 1 IVery IVery :Fair ; ; --- ;Fair ;Very (Very Poor; ! Almy 'variant ! poor.: poor. : ; ; ; ! poor. ! poor. 1 : I 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I :2*: I 1 I 1 I Arle :Very ;Very IFair ! I ;Fair IVery :Very ;Poor ; I poor.; poor. ; ; ; ; ; poor. ! poor. I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ansari IVery IVery ;Poor ; ; ;Poor ;Very ;Very ;Very ; poor.; poor. ; ; ; : I poor. I poor. : poor. : 1 1 1 ! ! ; I ; Rock outcrop. 1 : 1 1 : : ; ! 1 11 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 3, 4 IVery ;Very ;Poor I ! ;Very :Poor ;Very :Very I Arvada ; poor.; poor. 1 : I I poor : 1 poor. 1 poor. 1 : : : 1 ; : ; ; : 5 ;Good ;Good ;Fair ; 1 ;Fair ;Poor IVery ;Good I Ascalon ; 1 I I ; ;1 poor. 1 1 1 1 ; ; ; 1 ; : 6 :Fair Good ;Fair ; 1 ;Fair (Poor IVery ;Fair I Ascalon 1 1 1 1 1 1 ; poor. ! : : : ; 1 ! 1 : 1 1 7*: : : : 1 1 ! ! ; 1 ; Ascalon ;Poor (Fair ;Fair ; ! :Fair ;Poor IVery ;Fair : : : : 1 : : : poor. 1 1 1 1 : ; : ; I Pena Very IVery ;Fair ; ; ;Fair ;Very Very ;Poor ; poor. poor. : 1 1 1 I poor. poor. ! 1 1 1 ; ; : ; I 8*: : ; : 1 : 1 1 ; Atencio (Fair ;Good ;Good ; ; (Fair ;Poor IVery ;Fair ; 1 1 1 1 I 1 1 1 poor. 1 1 1 1 I 1 1 1 1 1 : 1 1 : : 1 1 : : Azeltine IPoor :Fair ;Fair 1 ; :Fair IVery ;Very ;Poor ; : : 1 1 ; : poor. ; poor. ; : : 1 ! 1 1 1 : ! 9*. 1 1 : 1 1 1 1 ; ; Badland 1 1 ! 1 1 ; 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 10, 11 ;Fair ;Fair ;Fair 1 : ;Fair ;Very IVery IFair Begay ; ; : ; ; 1 ! poor. ;.poor. I : 1 1 : 1: : : ; 12*: : : : : 1 1 : ; Bucklon :Poor ;Poor ;Fair ! : :Fair ;Very :Very ;Poor 1 ; I I 1 I poor. 1 poor. I : ; : : ; !Fair 1 ; : Inchau IVery IVery ;Fair ; I ;Very ;Very ;Poor I poor.; poor. ; 1 1 ; poor. I poor. ; 1 1 1 1 1 ; 1 ; 1 13, 14, 15 :Poor IFair ;Fair : ;Fair ;Fair IVery IVery ;Fair Chilton 1 1 ; ; I 1 I poor. I poor. 1 1 : 1 : 1 ; ! ; 1 16 ;Poor ;Poor ;Fair 1 : ;Fair ;Very ;Very ;Poor 1 Cimarron ; : I : 1 1 I poor. I poor. 1 : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I Cochetopa 17 :Poor :Poor ;Good 1 I !Fair ;Very IVery ;Fair I I 1 1 1 1 1 1 poor. I poor. 1 1 11 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 18*, 19*: 1 ; 1 1 I I 1 1 1 1 Cochetopa ;Poor !Poor Good ' ;Fair ;Very !Very ;Fair ; ; 1 : ; ; poor. 1 poor. ; 1 1 1 1 ; ! : Jerry IVery IVery ;Fair : : --- ;Fair ;Very ;Very ;Poor 1 poor.; poor. : ; : : ! poor. I poor. 1 : 1 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 I 1 1 1 Potential as habitat for -- I Wood- ; land I wild- ; life 1 :Fair ;Wetland I wild- ; life Range- land wild- life See footnote at end of table. I I 1 1 IVery (Fair. poor. I ! : 1' IVery (Fair. I poor. ! : IVery !Poor. poor. ! 1 1 ; ! IVery !Very ; poor. ; poor. ! ! !Very !Fair. ! poor. I ! ! IVery !Fair. ! poor. ! 11 1 1 ! ! IVery ;Fair. poor. ! IVery !Fair. I poor. I ! ! ; IVery !Fair. I poor. ! 1 1 I 1 !Very ;Fair. ITL. ! ; : 1 ; ! ! ! !Very !Fair. ! poor. ! 1 1 1 1 ! ! !Very !Fair. 1 poor. I 1 I I !Very IFair. I poor. ; : ;Very !Fair. poor. ! ! !Very ;Fair. 1 poor. ! ! ! IVery !Fair. ! poor. ! 1 1 11 IVery !Fair. poor. 1 1 IVepooryr. rood. 1 I RIFLE AREA, COLORADO 131 TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued Soil name and map symbol 1 Potential for habitat elements ;Grain : ;Wild : ; : ; ; and :Grasses:herba-;Hard- :Conif-:Shrubs:Wetland ;seed ; and ; ceous: wood ; erousl ;plants ;crops :legumeslplants:trees ;plants; 1 20*. Cryaquolls ; : 1 1 1 , 1 1 1 1 1 21*: ; ; Cushman IVery ;Very ;Poor ; poor.; poor. ; , 1 1 1 1 1 Lazear ;Very ;Very ;Poor ; poor.; poor. : , 1 I 1 1 22 ;Very ;Very ;Good Dateman 1 poor.; poor. ; , 1 : ; : 23 ;Poor ;Fair ;Good Detra ; 1 : , ! 1 1 ! 24*: 1 ; : ; Dollard ;Poor ;Poor ;Fair 1 1 1 I I 1 1 1 1 1 1 1 , , Rock outcrop. 1 1 ; 11 I 1 25 ;Very ;Very ;Good Etoe ; poor.; poor. ! , : : : ! 26*: : ; ; ; Farlow ;Very ;Very ;Fair ' I poor.; poor. : 1 1 1 1 1 I Rock outcrop. : 1 27*. 1 ; Halaquepts 1 : 1 1 1 28, 29 ;Fair ;Fair Heldt : 1 1 1 30, 31 !Poor !Fair Heldt 1 : 1 1 1 32 ;Fair ;Fair Holderness Variant; Poor Poor Fair 33 !Poor Poor ;Fair Ildefonso 1 ; 11 1 1 34 ;Very ;Very ;Fair Ildefonso ; poor.; poor. ; 11 1 1 1 1 35*: : 1 1 Ildefonso ;Very ;Very ;Fair ; poor.; poor. ; : : ! Lazear ;Very ;Very ;Fair poor.; poor. : ! ! 36, 37 Very ;Very ;Fair Irigul poor.; poor. ; ; ; 38*: ; ; Irigul !Very ;Very ;Fair : poor.; poor. ; ; ; : Starman ;Very ;Very ;Poor 1 poor.: poor. ; 11 1 1 1 39 ;Very ;Very ;Fair Jerry : poor.; poor. : 1 1 1 1 See footnote at end of table. 1 1 I 1 1 1 ;Poor ;Poor ; ;Very ;Poor ; ; poor.; ; ;Good ;Good 1 1 1 I 1 1 ;Good ;Good 1 1 1 1 :Fair 1 I 1 � :Good ;Good ;Fair ;Poor ;Poor ;Fair ;Fair ;Fair :Fair !Fair ;Fair ;Fair ;Poor ;Fair ;Very ; poor. ;Very : poor. :Very 1 poor. ;Very 1 poor. ;Very ; poor. ;Poor ;Very poor. 1 ;Poor ;Very poor. :Very 1 poor. ;Very : poor. !Poor ;Very ; poor. IVery : poor. :Very ; poor. :Very : poor. Potential as habitat for -- 1 Open- ; Wood- 1 I Range - Shallow; land : land :Wetlandland water : wild- : wild- ! wild- wild - areas ; life I life ; life life 1 � ;Very ! poor. ;Very 1 poor. ,Very ;Poor poor 1 1 1 1 Very ;Fair poor. 1 I 1 1 1 1 1 1 Very ;Poor poor. 1 1 I 1 1 1 I 1 ;Very ;Poor poor. 1 I I 1 ;Very ;Poor I poor. : 1 1 I 1 1 1 1 1 1 1 1 1 !Very ;Fair ; poor. : ! ! !Very !Poor poor. !Fair !Poor Very ! poor. ;Very ! poor. :Very poor. ;Very : poor. ;Very I poor. :Very ! poor. ;Very ; poor. ;Very ; poor. ;Very poor. ;Poor Poor ;Poor ;Poor 1Poor :Very 1 poor. :Poor ;Very ;Very : poor. ! ,poor. ;Very ;Very ! poor. ; poor. ;Good ;Good ;Fair 1 ;Very ; poor. ;Very ! poor. ;Very 1 poor. ;Very I poor. :Very I poor. :Very I poor. :Very ; poor. :Very I poor. :Very I poor. :Very : poor. :Very : poor. :Very poor. :Very poor. 1Very I poor. :Very 1 poor. :Very ; poor. Poor. Poor. Good. Good. Fair. air. ; ;Poor. 1 1 ! ;Poor. ;Fair. 1 1 :Fair. Fair. ;Fair. ;Fair. air. ;Fair. :Poor. ;Good. 134 SOIL SURVEY TABLE 13. --ENGINEERING INDEX PROPERTIES [The symbol < means less than; > means more than. Absence of an entry indicates that data were not estimated] Soil name and map symbol Almy Baa.. 2*: Arle Ansari Rock outcrop. 3, 4 Arvada 5, 6 Ascalon 7*: Ascalon Pena 8*: Atencio :Depth; USDA texture 1 1 I I I 1 , Classification :Frag- I Percentage passing I :ments"l sieve number -- Unified I AASHTO : > 3 1 I ; ; ! !inches! 4 ; 10 1 40 ; 200 I In : i 11 1 1 0-8 ;Loam ICL -ML 8-341Clay loam ;CL 34-601Flaggy clay ICL ; loam, flaggy 1 : loam. ' 1 1 I 1 1 ; ' I 0-101Very stony loam ISM, GM, ' 1 1 I ML 110-32IVery stony loam,IGM, SM 1 1 very stony 1 ; ; sandy loam. I ! 32 !Weathered 1 ; ; bedrock. ' 1 1 1 1 , , 1 I 0-10ILoam ICL -ML, 1 ; I SM -SC 110-181Loam, stony loamlCL-ML, I 1 SM -SC 1 18 :Unweathered 1 ; ; bedrock. 1 1 1 1 1 1 11 1 , 1 1 1 I I 1 0-3 :Loam :CL -ML ; 3-171Clay, silty claylCL, CH ; I loam. 117-60:Clay loam, silty:CL 1 I clay loam. 1 1 1 I 1 , 1 1 0-5 !Fine sandy loam ISM 1 5-30:Sandy clay loam ;SC, CL 130-60:Sandy loam, 1 1 sandy clay 1 I loam, fine 1 1 sandy loam. 1 1 1 ; 1 0-5 ;Fine sandy loam ; 5-301Sandy clay loam 130-60:Sandy loam, ; 1 sandy clay 1 , , loam, fine 1 1 sandy loam. 1 1 , 1 1SC, 1 SM -SC, I CL, 1 CL -ML 1 I ;SM ;SC, CL 1SC, 1 SM -SC, CL, I CL -ML I 0-12:Stony loam ICL -ML 112-60IVery stony loam,1GM 1 1 very stony I ' sandy loam. 1 0-11,Sandy loam 111-231Gravelly sandy : clay loam, 1 ; sandy clay 1 1 loam. 123-281Gravelly sandy 1 1 clay loam, ! 1 gravelly sandy 1 1 loam. 128-60:Sand, gravel, ! I and cobbles. 1 1 1 1 See footnote at end of table. 1 :SM ISC 1 , ;SM -SC ; ISP, GP, 1 SP -SM, GP -GM ;Liquid limit Plas- ticity index 1 1 1A-4 I 0-5 :A-6 1 0-5 IA -6 25-35 1 I 1 1 1 I 1 I IA -4 ; 25-40 ; IA -2, A-1130-60 Pct I 1 ;A-4 ; ;A-4 ; IA -4 1A-7 ; :A-7 ;A-2, 1A-6 1A-4, 1 5-15 15-35 ; 0 0 0 A-41 0 1 0 A-61 0 A-41 0 0 A -6I 0 1 1 ! ! 1 I , I IA -4 1 5-20 IA -1, 35-75 A-2, ; A-4 1 1 1 1 I 1 I 1 ;A-2 ; 0-5 IA -2, A-6 1 , 1A-2 1 5-10 ; ; IA -1 1 0-5 1 ; 1 ; 1 1 1 I I I 1 190-100190-100180-95 150-75 185-100185-100175-95 165-85 175-90 175-90 160-80 150-70 I 1 1 1 1 I 1 1 1 1 1 1 1 , I I 1 1 1 1 1 ; ! ; 160-85 155-80 145-70 135-55 1 I 1 140-70 140-70 135-55 120-35 1 1 1 I I 1 1 1 I I I I 1 - - - ! ! ; , 1 1 1 1 1 1 1 1 175-100175-90 170-80 145-65 I 1 1 1 1 I I 75-95 175-90 170-80 145-65 II 1 1 1 1 I --- ! --- ;--- ! ! 1 1 1 1 1 1 1 1 ; 1 ; ; ; ; ; ; 90-100190-100185-95 160-75 180-100!75-100170-100165-95 1 1 1 1 80-100175-100:70-100155-80 , 1 1 1 1 1 1 1 1 1 1 1 195-100190-100170-95 125-50 195-100190-100180-100140-55 95-100195-100175-95 135-65 I 1 1 ; 11 1 1 ; ; 1 1 I 1 1 195-100190-100170-95 125-50 195-100190-100180-100140-55 I95-100195-100175-95 135-65 1 1 I I , , 1 I 1 1 , , I I 1 1 I 1 I 75-90 175-85 170-75 150-60 40-75 135-70 130-65 120-50 I 1 1 ; ; ; ; ; ; ; ; 75-100175-100150-65 120-30 65-90 150-90 50-80 150-75 , 30-60 140-60 ;35-55 1 I I 1 ;35-65 1 140-65 10-35 25-45 :15-30 Pct 10-20 30-40 20-30 5-10 10-20 10-15 NP NP 20-30 5-10 20-30 5-10 15-25 5-10 40-65 20-35 40-45 20-25 15-25 NP -5 20-40 10-20 20-40 5-15 15-25 20-40 20-40 NP -5 10-20 5-15 20-40 5-20 20-30 NP -5 15-20 NP -5 20-30 10-15 15-25 5-10 ; NP 1 RIFLE AREA, COLORADO • • TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued 137 1 1 I Classification IFrag- ; Percentage passing ; ; Soil name and IDepthl USDA texture 1 1 Invents : sieve number-- :Liquid : Plas- map symbol : : : Unified 1 AASHTO : > 3 : : : : : limit : ticity 1 , 1 :inches: 4 1 10 : 40 1200 : index In : : : Pet : : : : 1 Pct : , 1 : : : : : : : : 8, 29, 30, 31 : 0-8 ;Clay loam ICH, CL IA -7 : 0 195-100195-100:95-100175-95 : 45-55 1 25-35 Heldt ; 8-60:Silty clay, ICH, CL IA -7 : 0 195-100195-100195-100175-95 : 45-55 : 25-35 : clay, Clay loam:: 1 1 : 1 1 ; 1 : : : , , , , , , 2 : 0-11:Clay loam ICL -ML, CLIA -4, A-61 0-5 195-100190-100170-95 150-80 : 20-35 1 5-15 Holderness Variant:11-30:Clay ICL, CH :A-7, A-6: 0-5 195-100190-100180-95 160-85 1 35-60 115-35 30-60:Clay loam :CL :A-6, A-71 0-5 195-100185-100165-90 150-75 130-40 : 10-20 : : : 1 : 1 1 : : 1 : 3, 34 1 0-8 ;Stony loam 1SM, GM IA -1, A-2: 5-25 :50-75 145-60 130-45 120-35 1 20-25 I NP -5 Ildefonso 1 8-60:Very stony loam,;SM, GM :A-1, A-2:20-70 :40-75 :35-60 125-50 110-30 : 20-25 : NP -5 : very gravelly I. ' 1 ' 1 1 1 1 sandy loam. : I 1 1 1 1 1 1 1 I 1 , 1 1 1 , , , 1 , , , , , %5* 1 1 1 1 1 : 1 1 1 Ildefonso 1 0-8 Stony loam ISM, GM IA -1, A-21 5-25 150-75 145-60 130-45 :20-35 : 20-25 I NP -5 8-60 Very stony loam,:SM, GM :A-1, A-2120-70 :40-75 135-60 :25-50 110-30 : 20-25 1 NP -5 1 1 very gravelly : : ; 1 1 1 1 1 1 sandy loam. 1 1 1 1 1 1 1 1 1 1 1 1 •: 1 : : 1 : 1 : Lazear 1 0-4 ;Gravelly loam ---IML, GM IA -2, A -4I 0-5 150-80 :50-75 140-65 30-55 : 20-30 1 NP -5 : 4-16:Gravelly loam, :ML, GM :A-2, A-4110-20 160-95 :55-85 150-80 30-70 1 20-30 : NP -5 : 1 cobbly loam. : 1 1 1 1 1 1 1 : 16 :Unweathered :I --- I ___ I --- I , 1 1 bedrock. : 1 1 1 I 1 1 I 1 : : 1 : 1 : 1 1 : 1 : 36, 37 : 0-6 IChannery loam---:GM-GC, IA -4 1 5-20 170-75 160-75 145-65 135-55 1 20-30 : 5-10 Irigul 1 I CL -ML 1 1 1 11 1 1 1 : 6-17:Very channery :GM -GC IA -2 1 5-20 :20-50 120-50 :15-30 1 5-15 : 20-30 : 5-10 : I sandy clay 1 1 1 1 1 1 1 1 : : loam. 1 1 1 1 1 1 1 1 17 :Unweathered : I ___ I ___ I ___ : 1 ___ 1 bedrock. 1 1 1 1 1 1 1 1 : : : 1 4 : : : i8": : 1 : 1 : : : : : Irigul 0-6 lChannery loam---:GM-GC, :A-4 1 5-20 170-75 160-75 145-65 :35-55 1 20-30 : 5-10 : 1 CL -mi.. 1 6-17 Very channery :GM -GC, :A-2 : 5-20 :20-50 120-50 :15-30 1 5-15 1 20-30 : 5-10 sandy clayI GP -GC 1 : : 1 1 : loam. 1 I 1 1 1 1 1 I 1 17 :Unweathered 1 I ___ I ___ I ___ 1 ___ ,,I 1 1 1 bedrock. 1 1 1 1 1 : 1 1 1 : 1 : : : 1 1 : : Starman 0-3 Channery loam ---:GM, SM, 1A-1, A-21 0-15 160-80 150-75 140-60 130-50 : 30-40 1 5-10 1 GM -GC, : : : 1 1 1 GP -GC : : 1 1 1 1 1 1 3-13 Very gravelly :GM :A-1, A-21 0-15 :35-55 130-50 :30-45 120-35 1 30-40 : 5-10 loam, channery : : : 1 1 : loam, very 1 : 1 1 1 1 1 1 1 channery loam. : 1 1 1 1 1 1 1 1 13 Unweathered 1 1 , , , bedrock. : 1 1 1 1 1 1 1 1 1 1 , , , 1 , 39 0-3 Loam IML :A-4 : 0 80-100175-100170-95 155-70 1 20-35 : NP -10 Jerry 3-40 Gravelly clay IGC, CL, :A-6, A -7I 5-30 60-90 :60-80 145-70 135-70 1 35-60 1 20-35 loam, cobbly : CH 1 1 : 1 1 1 1 1 clay loam, : 1 1 I 1 1 1 1 1 cobbly clay. : 1 1 1 : : 1 1 I 40-60 Gravelly loam, :GC, CL, :A-2, : 5-30 160-90 160-75 140-70 :30-60 : 20-455-25 cobbly clay. 1 CL -ML, : A-4, 1 1 1 1 1 1 :;GM -GC : A-6, 1 1 : 1 1 I 1 : : A-7 : : 1 : 1 1 : 1 : I 1 1 1 I 1 : 40, 41 0-60 Loam IML 1A-4 1 0-5 175-100175-100160-90 150-75 1 20-30 1 NP -5 Kim 1 1 11 , 1 , 1 , , , , : 1 : : : : : : 12 0-60 Loam IML ":A-4 : 0-10 180-100:75-100;70-95 :50-75 : 25-35 NP -5 Lamphier I 1 1 , , , , 1 1 , 1 , 11 I 1 1 1 , See footnote at end of table. RIFLE AREA, COLORADO 141 TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS [The symbol < means less than; > means more than. Entries under "Erosion factors --T" apply to the entire profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates that data were not available or were not estimated] 1 I 1 1 1 Erosion 1 Soil name and ;Depth;Clay <2=1; Permeability ;Available; Soil ;Salinity; Shrink -swell 1 factors ;Organic map symbol , 1 1 1 water ;reaction; i potential 1 1 1 matter 1 1 1 ;capacity 1 1 1 1 K 1 T 1 1 In 1 Pct 1Inlhr ; In/in 1 Elimmhos%em1 ; 1 1 Pct 1 ; ' 1 1 0-8 ; 20-25 ; 0.6-2.0 10.16-0.1917.4-7.8 <2 1Low 10.281 5 1 3-5 Almy Variant ; 8-341 30-35 ; 0.2-0.6 10.18-0.2017.4-8.4 <2 ;Moderate 10.321 1 134-601 20-35 1 0.6-2.0 10.13-0.1517.9-8.4 1 <2 ;Low ;0.321 1 1 1 ; 1 1 1 ; ; 1 I; 2*: ; ; 1 ; 1 ; 1 ; ; ; Arle 1 0-101 15-25 1 0.6-2.0 10.07-0.09;7.4-8.4 1 <2 ;Low 10.10; 2 1 2-4 110-321 10-25 1 0.6-2.0 10.06-0.0917.9-8.4 1 <2 1Low 10.101 1 32 1 --- 1 --- 1 --- ; --- 1 --- ; 1----1 ; 1 I 1 Ansari 1 0-101 18-25 1 0.6-2.0 10.10-0.1317.9-8.4 1 <2 ;Low 10.15; 1 ; 2-4 10-181 16-20 1 0.6-2.0 10.08-0.1217.9-8.4 1 <2 1Low ;0.151 1 18 1 --- 1 --- 1 --- ; I 1 ; ; 1 ; 1 11 1 ; ; 1 ; Rock outcrop. ; 1 1 1 1 1 1 1 1 1 ; ; ; 1 1; 9 ; 1 3, 4 1 0-3 1 15-27 1 0.6-2.0 10.16-0.181 >7.9 1 <4 1Low 10.321 5 10.5-1 Arvada 1 3-171 35-45 1 0.06-0.2 10.07-0.091 >8.4 1 <4 ;High 10.321 1 117-601 28-40 1 0.06-0.2 ;0.09-0.111 >7.8 1 <8 ;High 10.321 1 1 1 1 -1 1 ; ; ; 1 1 5, 6 1 0-5 1 10-20 1 0.6-6.0 10.11-0.1616.6-7.8 1 <2 ;Low 10.171 5; 1-3 Ascalon 1 5-301 20-30 1 0.6-2.0 10.13-0.1516.6-7.8 1 <2 ;Moderate 10.241 1 130-60; 15-25 1 0.6-6.0 10.11-0.1517.9-8.4 1 <2 1Low 10.241 1 9 1 ; 1 1 17*: 1 1 1 ; ; f 1 ; 1 ; Ascalon 1 0-5 1 10-20 1 0.6-6.0 10.11-0.16;6.6-7.8 1 <2 1Low 10.171 5 1 1-3 1 5-301 20-30 1 0.6-2.0 10.13-0.1516.6-7.8 1 <2 ;Moderate ;0.241 1 130-601 15-25 1 0.6-6.0 10.11-0.15;7.9-8.4 1 <2 1Low 10.241 1 ; 1 9 1 9 9 1 9 1 1 Pena 1 0-121 15-25 1 0.6-2.0 10.12-0.1517.4-7.9 1 <2 ;Low 10.281 3 1 1-3 112-601 15-25 1 0.6-2.0 10.03-0.0817.9-8.4 1 2-4 1Low ;0.24; 1 1 1 , 1 9 1 1 1 1 1 1 1 ; 8*:; 1 ; ; 1 1 ; Atencio 1 0-111 10-20 1 2.0-6.0 10.12-0.1417.4-7.8 1 <2 1Low ;0.241 3 1 2-4 111-231 20-30 1 0.6-2.0 10.11-0.1317.4-7.8 1 <2 ;Moderate ;0.17; 1 123-281 15-25 1 2.0-6.0 10.07-0.0917.9-8.4 1 <2 ;Low 10.101 1 128-601 0-2 1 6.0-20 10.03-0.0517.9-8.4 1 <2 ;Low 10.10; 1 1 ,, , , , Azeltine 1 0-181 10-20 1 2.0-6.0 10.08-0.1217.9-8.4 1 <2 ;Low 10.10; 2 ; 2-4 118-60; 0-2 1 >6.0 10.03-0.0517.4-8.4 ; <2 ;Low 10.10;1 1 1 1 1 1 1 1 1 ; 1 1 9* 1 1 1 1 ' Badland 1 1 1 1 1 1 1 1 1 1 '1 ; ' ' '9 '' 1' ' 10, 11 1 0-141 10-18 1 2.0-6.0 10.12-0.1416.6-8.4 1 <2 ;Low X0.241 5 10.5-1 Begay 114-241 10-20 1 2.0-6.0 10.12-0.1517.4-8.4 1 <2 ;Low 0.321 1 124-601 10-15 1 2.0-6.0 10.08-0.1117.4-8.4 1 <2 ;Low 0.32; 1 ; 1 ; 1 1 ; 1 ; ; 1 12*: 1 1 1 . , Bucklon 1 0-5 1 20-27 1 0.06-0.2 10.17-0.2016.1-7.3 1 <2 ;Moderate 0.321 1 1 2-5 1 5-151 20-35 1 0.06-0.2 10.16-0.1816.1-7.3 1 <2 ;Moderate 0.37; 1 15 ; --- 1 --- --- ; --- ; --- 1 1 1 ; 1 ; ; ; 1 ; ; ; Inchau 1 0-3 1 15-27 1 0.6-2.0 10.16-0.18;6.1-7.8 1 <2 ;Low 0.321 3 1 2-5 1 3-361 20-35 1 0.6-2.0 10.11-0.1516.1-7.8 1 <2 ;Low 0.281 1 1 36 1 --- 1 --- 9 --- ; --- 1 --- 1 ----1 1 1 1 1 1 1 1 1 1 1 1 13, 14, 15 1 0-131 10-20 1 0.6-2.0 10.12-0.1417.9-8.4 1 <2 1Low 10.28; 5 10.5-2 Chilton 113-601 10-18 1 2.0-6.0 10.07-0.0917.9-8.4 1 <2 ;Low 10.151 1 1 1 19 '9 '9 i ' 16 1 0-4 1 10-25 1 0.6-2.0 10'.16-0.1816.6-7.8 1 <2 1Low 10.37 5 1 2-4 1 4-601 35-45 1 0.06-0.2 10.14-0.1616.6-7.8 1 <2 ;High 10.32 1 ; ; 4 ; 9 ; ; ; ; ; Cimarron See footnote at end of table. • • 142 SOIL SURVEY RIFLE TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued ; ; Erosion ; Soil name and IDepthlClay <2mml Permeability ;Available; Soil ;Salinity; Shrink -swell 1 factors ;Organic Sol.' map symbol 1 1 i 1 water ;reaction; ; potential ;,- ; matter ma: ; 1 1 ;capacity 1 1 1 I K 1 T ; 1 In i Pet. In/hr 1 In/in 1 21 lmmhos/cm1 1 1 1 Pct 1 - , 1 , 1 1 1 _ .. , 1 , 17 1 0-211 20-27 1 0.6-2.0 10.16-0.1816.6-7.3 ; <2 1Low !0.24! 5 ; 3-6 35*: Cochetopa 121-60 35-50 1 0.06-0.2 10.11-0.1416.6-7.8 1 <2 ;High 0.24 1 Laze; 1 1 1 1 . . 1 , , , 18*, 19*: 1 1 1 l 1 ; Cochetopa 1 0-211 20-27 1 0.6-2.0 10.16-0.1816.6-7.3 1 <2 ;Low 10.241 5 1 3-6 121-601 35-50 1 0.06-0.2 10.11-0.1416.6-7.8 1 <2 1High 10.241 1 36, 3• 1 ; ; ; 1 1 1 1 Irig. Jerry 1 0-3 1 20-25 ; 0.6-2.0 10.16-0.1816.6-7.3 1 <2 ;Low 10.281 5 1 3-5 1 3-601 35-50 1 0.06-0.2 10.13-0.1517.4-8.4 1 <2 ;High 10.321 1 1 1 1 1 I I 1 1 1 1 38*: 20*. ; ; 1 ; ; 1 1 1 1 1 Irig' Cryaquolls 1 1 1 1 1 1 1 1 1 1 1 1 . . 1 ,, Cushman 1 0-3 1 16-20 1 0.6-2.0 10.16-0.2016.6-7.8 1 <2 ;Low 10.241 2 1 2-3 Star 1 3-111 25-35 1 0.6-2.0 10.14-0.1817.4-8.4 1 <2 ;Moderate 10.321 1 111-321 16-20 1 0.6-2.0• 10.08-0.1217.4-8.4 1 <2 ;Low ;0.17; 1 1 32 1 --- 1 --- --- 1 --- 1 --- 1 1 I ; 1 1 1 1 1 1 1 1 1 1 39---- Lazear 1 0-4 1 15-20 1 0.6-2.0 10.08-0.1117.9-9.0 ; <2 1Low 10.201 1 10.5-1 Jerr; 1 4-16; 15-20 1 0.6-2.0 ;0.08-0.111 >7.9 1 <2 ;Low ;0.201 1 16 1 --- 1 --- 1 --- 1--- 1--- 1 1----; 1 1 1 1 1 1 1 ; ; ; 1 40, 4' 22 1 0-3 1 15-25 1 0.6-2.0 10.11-0.1316.1-7.3 1 <2 ;Low 10.241 3 1 3-6 Kim Dateman 1 3-221 10-20 1 0.6-2.0 10.08-0.1016.6-7.8 1 <2 ;Low 10.201 122-341 10-20 1 0.6-2.0 10.08-0.1016.6-7.3 1 <2 ;Low 10.201 1 42---- 1 34 ; --- 1 --- 1 --- 1 --- 1 --- 1 ; ; 1 Lamp 1 1 ;; 1 ; 1 1 ; 23 1 0-121 10-20 1 0.6-2.0 10.10-0.1416.6-7.8 1 <2 ;Low10.241 3 1 3-6 43---• Detra 112-571 20-35 ; 0.6-2.0 10.14-0.1616.6-8.4 1 <2 ;Moderate 10.201 I Limoc 57 1 --- I --- i --- ;--- ; --- I 1 I I ; ; ; ; 1 1 I I ; ; 44---- 24*: ; ; ; ; ; ; ; ; ; 1 Morv£ Dollard 1 0-5 1 35-45 1 0.06-0.2 10.17-0.19;7.4-9.0 1 <2 ;High 10.371 2 I 1-2 1 5-251 35-50 1 0.06-0.2 10.13-0.1817.4-9.0 1 <2 ;High 10.431 1 1 1 45*: 25 --- I --- 1 --- --- 1--- 1 1 1 1 ' 1 ' ' 1 ' 1 1 Mory Rock outcrop. 1 1 1 1 1 1 1 1 1 1 11 11 I •I 1 14 1 1 25 1 0-151 10-23 1 0.6-2.0 10.16-0.1816.1-7.3 1 (2 ;Low10.201 5 10.5-1 Etoe 115-24; 10-25 1 0.6-2.0 10.12-0.1416.1-6.5 1 (2 ;Low 10.151 1 Tridc ,24-601 20-25 ; 0.6-2.0 10.05-0.1116.1-7.3 1 <2 1Low 10.15; 1 ; ; ; ; ; ; ; ; ; ; 26*: 1 ; 1 1 1 1 1 1 1 1 46, 4f Farlow 1 0-101 15-25 1 0.6-2.0 10.12-0.1417.4-7.8 1 <2 ;Low 10.281 3 1 2-5 Nihi: 110-421 18-27 1 0.6-2.0 10.05-0.0717.9-8.4 1 <2 ;Low 10.28; 1 1 42 1 --- ; --- 1 --- 1 --- 1 --- 1 1 1 1 48---' 1 1 1 1 1 1 1 1 1 1 Nortt Rock outcrop. ; ; ; 1 - ;. ; 1 ; 1 ; ; 1 1 1 1 1 1 1 1 ; 27*. ; 1 1 ; 1 ; 1 ; 1 1 49, 5C Halaquepts ; ; ; 1 1 1 ; 1 1 1 01ne� 28, 29, 30, 31---1 0-8 1 30-45 1 0.06-0.2 10.12-0.1717.4-9.0 1 <8 ;High 10.281 5 1 1-2 Heldt 1 8-601 35-45 1 0.06-0.2 10.12-0.1717.9-9.0 1 <8 ;High ;0.281 1 1 ; IIFLE AREA, COLORADO ('4 0 F "perched." C m L a) • U - U N 1. CO a a> aO m N • .-1 wa) CU I- 7 7 L N CO • al 4., d a) s CO (0 Lal • (0 L N 44 m N ,C a) Ua) 7 m N .-1 01 17 E L+1 a) a) >. L Ca> i C ma) aC X CO ar T O L m a) 0) 0 • C o a) .-1 N U a) .0 J , • C C m .0 N w CD .i L .0 0 co E 43 (17 L C a) ,) m m E c n •0 .- C C m m t 0 00 C 0 1) 0 .-1 O rl N 4w C = m a) 4-• E 0 v N C .i O 0 •.i a a> E C 4.. O) a) .0 0 F a) S corrosion 1 i (Concrete U O L a/ O O I). Hardness Frequency a) CO4.3 L 3 3 3 • a 3 • 3 3 3 3 3 3 3 3 3 3 3 3 O O O O O O O O O O O O O O O O O -------------------------------▪ -------------------------------- -------------------- ------------------- 1 1 1 1 1 1 1 1 1 1 1 1 1 a) 1 1 a) a) 1 1 1 1 1 1 al 1 1 1 1 a41 1 1 al 1 1 1 1 1 1 a) 1 1 1 1 m 1 1 m m 1 1 1 1 1 1 m 1 1 1 1 L. 1 I L i 1 1 1 1 1 1 L 1 1 1 1 .0 0 T S a) a) .0 t S S .0 .0 0 S t .0 .0 00 '0 00 00 'O '0 CO 00 00 00 00 00 -0 00 00 00 00 •1-1 O •.4.1 •.1 O O •.1 •.I ..1 ..a ..I ..1 O •.r •.1 •.1 •.1 S E T T M T S T S S T T T T T S S 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 a) a) a) 0 N a) a) a) a) 4-) 11 11 a-/ 11 J.) 4.1 4-1 4-1 CO CO CO CO CO CO CO CO m L L L L L L L L L a) a) N . a) (1) 0 0) a) 0 3 3 3 3 27 •O 27 3 3 3 •O •O 3 •O V 'O •O O O O O O O O O O O O O O O O O O a) v o r1 .0 - A • 1 (0 (0 m 1 a 21 a a 1 a L. a a •.1 co M .44 OC S X OC 0 0 0 0 0 ? N 0 0 0 0 0 0 0 N ? 0 0 0 0 0 .D 1 1 .0 .0 .O .O .D .O .O 1 1 .O .O .O .D .O A 0 0 A A A n n n A 0 0 n A A A n N •- s- N 0 O O . 0 0 0 0 O . O O 0 0 b 0 O O 0 . • . . . .• • . . . • . . . • n n • n n A n n n n A A • n n n n • A 1 O 0) a) a) a) a) a) Q) a) a) a) a) a) a) m a) • C C C C C c C C C C C C C C C C O O O O O O O O O O O O O O O O O z Z z Z Z Z z Z Z z Z z z Z z z z v 1 0 0 -.( L. 00 7 21 0 0 U U 0 0 m al a) m 0] 04 0 U CO 0 U U 0 >.r1 S- S S 00 a C CD O N E 40 m T C N 0. 0 L. ., N 7 0 U 0 Oc 0 0 0 C 'O CO 0 0 • •.1 +1 0 0 r1 r1 0 N m m m m m 0 .-1 .-1 4-> .O 0 0 0 a) a) 0 i N •.N a) ••..) N .m -¢ -¢ * Q a. * Q ¢ * m 4'.) 11-) 0- 00 04 •- - • m 00 O 011 C O •• U * 7 N 0] ui m m a a .- C e o 0 * o - O i a> O. 4.) ? 4) L O) - (1) .•/ m .0 .0 •.1 E 0 - 0 -.0 •.+ O * O M0 .0 U 1.-0 000 T L. 4- QJ ti 145 146 FEATURES --Continued ca tr) --SOIL AND • SOIL SURVEY c a) a) o 4) �) a) m 0) L L O O • a) 1.. c 3 3 •o 3 • 3 ▪ 3 • 3 m 3 • 3 ▪ 3 3 3 3 3 L 0 0 0 0 0 0 0 0 .-1 0 0 0 0 0 0 0 O 0 _ ...7- --1 f ____---__- J______ J______ a_-______-- - "3-__-�__-__ a__`-__ '�-__- J__ �__ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 I1 1 1 1 1 O a) .••4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N a) 1 i 1 1 1 1 1 1 1 1 1 1 1 1 a) a) 1 1 1 1 1 • 1 1 1 1 1 1 Ol 0 4( .0 .0 - t t .0 -Z .0 .0 -C .0 .0 t - O (0 00 00 00 CO 00 3 00 oO 00 00 00 00 00 00 00 ' C •.1 •./ .,-' ..-1 .-i 0 •.1 ..1 ..r ..1 -._1 4-1 r1 .4 ..4 ------- ---------------------------------------�---------------------------------------------------- -- 1 4 .-6 1 1 1 1 a7 1 1 1 1 •.1 a.) C (1) (I) a) y 41 4-1 0 0 1) 4) 4) y 4.) C O v.+ CO 03 co 01 a) CU L 0 L L L L L ,.) 4. O a) a) a) a) a) o m 3 3 a a 3 a 3 3 a 3 3 3 3 3 a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .-1_- - Z E .a z .) -.1 = J ..) ...1 ._1 .-3 E 0 L a) CO a) (41 i) L a) m 3 t .1 O O .-1 Hardness 4-) 0 z T O v O a) L Ix, -_ 0 __ ' O ..r L 00 0 • J 0 T,-4 L = t0 a O 0 ✓ E E CO >, C .+ a o E 1n 4-) (91 a a a a 0. a 1 a a a a 0. L L LO. L •.1 CO CO a) HN L L L CO CO CO CO = x ----s CC --- = = = = = O 0 0 0 0 0 7 N 7 ,O 1 1 1 1 1 ,0 o 0 o O O A O N - N 7 N 7 O O O O O O N N ,O 0 ,O ,0 1 n n A 0 0 1.4 O O N N 1 1 0 0 It 1 oO O o o O O o O O o O O O o ,o '0 '0 40 40 40 0 w '0 ,0 40 40 ,0 ,0 A A n n n A n A A A A n n n n a) 0 a) 0 a) ar a) C C C C C C C O 0 0 0 O o ✓ (1) w a) a) C C C C C O 0 0 0 0 z z z z z z z z z z z z 0 0 0 0] 0 0] m 0 U W m Cq C1 q 0 C a co L E 01 m a) L .-1 J-) s.) ...4 CO a) NG] MD o-0 N N N Rock outcrop. 3 0 0 •• L 4-) * (0 4,4 ,0 N N CD. M 0 L 0) CO O 4-) 0 C0 0 0 +-) 0. M a) +.) 0) (0 7 a) C C C C o o L a7 o o 0. ON 1) a) •1-1 7 4. 0r Y N N a a L M a) a) 0 • .-1 .-1 .-4 al a .. a O * (0 - (1) 0 > ^ .-1 * .-1 = I"-= c0= NT MH in 1--I N N M M (,1 L .-1 H a) 1• 7 7 W M 00 00 N •.1 . f0•L * M M of table. See footnote at • # rm P 7 if) a v 01 47 (siviiee 0-e e 0 lqeiPe-f', 4264-17eG✓ize4 2,6jl�� V`�.- Oce-ii0L7��i 2.!'j� 4Go v We- co -t,) i,7 e m/e,r /-7, ,E4 6'1 ...ep pytiorac4 !-.,) 4.40Li't 447 mi. I si. , 4447 ig ci,_ 4./ cq 2/7 to 19 , at v ppe/J1 k0 , et s 6)-05,atis %/a, L:144/ D ✓4 �2,A.+�t C�e,/, v , tee.- D.-„.>, 5I►'-� I 9 4 i s vtw 4'04eA, , n:4 -0_,e),- (Yqr Pet-it,,e-ekf 3 Se -d-4:4-1 I ci 1-1 q � sq r 4 / / '-e c . 8f iL c,..vee.._ -t/ to - Iclo kr--0_,t7 6 -kleAl 3 y e--1 Vs (A)I i ;\ im24.4 AI_ 4 -e. ---e_ 6 k _Aie_.,-) L 0,VVb 4' lav a 9 el 1 11 4" 6-41 % is- .4- L ✓ye y s w h. cc -4 `e,i4 Gvo a_ c&. cA f,) ✓ m �-n�ae / I lAre- [1. b -NP_ tp k' e-t>Lt)--, '1-70 --te/Q__ t_AytA:%)\ 6 c4-6,___ wt,,„ „ 0V/77:v4;4 `J Lt s4 v,% -,.ye • i-„ �c 4-e-44$ tiv .gar,. s T�-e'h-i-a.-. � h� I�7 ^`(-f-) e.✓j G45b vm-e-G�, � - Q� R-lA �i � 6e,/I 1 % P `lam Mt�V . Vl%G 0 • • Tuesday, 6 February 1996 Garfield County Commissioners 109 8th Street Glenwood Springs, CO 81602 John Powers P. O. Box 726 Rifle, CO 81650 FiEGEIV id r. 8 1996 GARFIELD COUNTY COMMI€5IONfkd re: Mangurian Partnership Subdivision Exemption Application Dear Sirs, As a neighboring land owner, I received a public notice regarding the petition of the Mangurian Partnership. Since I will be out of state when the hearing occurs, please accept this letter as my expression of opposition to the subdivision. This property has been agricultural and if subdivided, would be forever converted to residential use. The trend of converting agricultural property into residential is relentless and alarming, and is recognized by the Governor as a major problem plaguing Colorado. Considering the whole of society, the land in question is better suited for other purposes than residential and is therefore not a good candidate for conversion. We must exercise the foresight to preserve agricultural land in such cases as this. If not, again, at the end of this year, tens of thousands of more acres of prime farmland will be everlastingly lost from production and as habitat for wild creatures. We all recognize the problem confronting human society, and Garfield County in particular, of the loss of open space and agricultural land. Human population is growing exponentially on a finite planet. Each seemingly insignificant choice that individuals make to break tracts into smaller fragments paints us, and all other creatures, little by little, into a corner. The problem and its cause are clear. If we recognize the cause, we must inform and influence each of the choices that contribute to the whole of the problem. Otherwise we'll keep heading along the same path and end up at the destination none of us wants. If not here, where will we draw the line? I oppose this subdivision because it will contribute to fragmentation and loss of arable land, diminish the ability of future generations to provide for themselves, and injure wildlife. If proceeds from the subdivision of this land were necessary to sustain the petitioners, there would at least be a debatable need. In this instance, need does not exist. While the ability to subdivide is enabled by state law and county regulation, this case highlights the conflict between the vision for the county embodied in its comprehensive plan and the unintended negative effects made possible by contradictory regulations. I urge the petitioners to withdraw this application. If petitioners are unwilling, then I urge the county commissioners not to grant approval, and to change regulations to conform to and to support the comprehensive plan. Sincerely, GriVeAd John Powers WRJ-5-Rev. Application must be complete where applicable. Type or print in BLACK INK. No overstrikes or erasures unless initialed. C(ADO DIVISION OF WATER RESO 818 C ennial Bldg., 1313 Sherman St., Denver, Colorad 0203 PERMIT APPLICATION FORM (X ) A PERMIT TO USE GROUND WATER (X) A PERMIT TO CONSTRUCT A WELL FOR: (X ) A PERMIT TO INSTALL A PUMP ( ) REPLACEMENT FOR NO ( )OTHER WATER COURT CASE NO (1) APPLICANT - mailing address NAME Mangurian Partnership c/o John R. Schenk STREET 302 Eighth Street, Suite 310 CITY Glenwood Springs, CO 81601 (State) (Zip) TELEPHONE NO (970) 945-2447 (2) LOCATION JF PROPOSED WELL County Garfield SEy, of the SW % Section 19 Twp. 5 S Rng. 92 W 6th P.M. N,S E,WI (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) 15 gpm Average annual amount of ground water to be appropriated (acre-feet): 3 Number of acres to be irrigated: 1 Proposed total depth (feet): 150 Aquifer ground water is to be obtained from: Sand and gravel Owner's well designation PM Well #1 GROUND WATER TO BE USED FOR: ( ) HOUSEHOLD USE ONLY - no irrigation (0) (X ) DOMESTIC (1) ( ) INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( 1 COMMERCIAL (4) ( ) MUNICIPAL (8) ( 1 OTHER i9) DETAIL THE USE ON BACK IN (11) (4) DRILLER Name Street City (State) (Zip) Licensed Telephone Lic. No FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN Receipt No. / Basin Dist. CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. APPLICATION APPROVED PERMIT NUMBER DATE ISSUED EXPIRATION DATE (STATE ENGINEER) BY I.D. 5 COUNTY 23 39 (5) THE LOCATION OF THE POSED WELL and the area on which the water will be used must be indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location. +— + — f �NORTH4_ - w Z J 2 0 0 w N 1- 1 MILE, 5280 FEET + ± NORTH SECTION LINE I 1 I I 1 I 1 x 1 1 SOUTH SECTION LINE m 0 m r) 1 0 Z r_ 2 m The scale of the diagram is 2 inches = 1 mile Each small square represents 40 acres. (6) THL MUST BE LOCATED BELOW by distances from section lines. 500 ft. from South sec. Zine (north or south) 2000 ft from West sec. line (east or west) - LOT BLOCK FILING # SUBDIVISION (7) TRACT ON WHICH WELL WILL BE LOCATED Owner. Mangurian. Partnership No. of acres 35'87 Will this be the only well on this tract? yes (8) PROPOSED CASING PROGRAM Plain Casing 7 in. from 0 ft to 30 ft 5 in from 25 ft to 130 ft Perforated casing 5 in from 130 ft to 150 ft in from ft to `t WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A family of 5 will require approximately 1 acre-foot of water per year. 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 gpm Dumped continuously for one day produces 4.42 acre-feet. (9) FOR REPLACEMENT WELLSgivedistance and direction from old well and plans for plugging it: N/A (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s): Mangurian Partnership No. of acres: 35.87 SE1SW1/4, Section 19, T5S, R92W, 6th P.M. See attached Exhibit "A". Legal description: (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal system to be used. All domestic uses, including up to three (3) dwellings. one (1) acre irrigation and non-commercial livestock with state and county approved ISDS system, with septic and leach field. (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right N/A s Used for (purpose) Description of land on which used (13) THE APPLICANT(S) TRUE TO THE BE MANGURIAN PARTNERS Bv: A SIGNATUREf'OF APPLICANTS) John R. Schenk as ) 1 � TH THE INFORMATION SET FORTH HEREON IS NOWL DGE. Date: authorized agent and attorney in fact for Owner �e addi?lonal sheets of oaoer --pore s reouired. 1 12/14/1995 13:20 FROM RIFLE FIRE PROT. DIST. • TO 94529 P.02 cCtif le Fire cProtection Mistrict Box1.133 • Rifle, Colorado • 81650 Schenk, Kerst & deWinter, A.C. 302 Eighth Street, Suite 310 Glenwood Springs, Colorado 81601 Attention: John Schenk December 14, 1995 Re: Mangurian Partnership Subdivision Exemption Mr. Schenk, I have reviewed the proposed Mangurian Partnership Subdivision Exemption located on County Road 251 within the Rifle Fire Protection District. As per our telephone conversation, I understand that this would create three residential lots bordering the County Road. The Rifle Fire Protection District approves this exemption with the following recommendations; 1. A fire protection water supply should be developed along the County Road. Y would recommend that a " dry hydrant " be installed where the County Road crosses Rifle Creek. Of course, I am not aware of who the property owners are for the Creek area but it would be in the best interest of all residences in the area to support this type of water supply, 2. As the new homes are constructed, Nationally recognized standards of Wild Land / Urban Interface should be followed. 3. As the new homes are constructed, addresses are to be posted at the entrance to the property in a manner that makes them readily identifiable to emergency response agencies. Thank you for your cooperation and feel free to contact me if I can be of further assistance or if you have any additional questions. Sincerely, Mike Mom. Fire Marshal Rifle Fire Protection District TOTAL P,02 Tax Exempt • • • • 2 <027) 18 13 0 awn13 Het \,_ 0093 ( r ;< _.CJI' () / n L \ i qn Aliunwwoo 1aal.3 a!1!d r o 00,95- ) 0 L obs` 981:t • \ \ 1333 000 Ogg \� • cse��)) �_ O 68E0 r- TRACT 2 38.52 ACRES SET R&C L.S. 13501 STATE HIGHWAY 325 NW COR. •-E11011 rso 'N 0 f—o NOTES NOTES M �4 COR. SEC. 18 CAP FOUND P.O.8 TRACT 1 X � S 89'44'37" E • MONUMENT FOUND o R&C SET L.S. 13501 P.O. B. TRACT 2 CEN. SOUTH 1/16 SEC. 18 BLM GAP S 89'44'37- E 1353.47' POWER LINE rn ;1- TRACT 1 50.42 ACRES SECTION 18 (;. S -31'4C5"52- W _ 326.23' — 198.51' -717 8706'19" W 77E 1516.0, y 1276.64' RIFLE CREEK -CANYON DITCH r S 8744'16" E 209.94' S 89'44'37" E N S 89'44'37" E 1500.96' P.O.B. P.O. B. TRACT 3 TRACT 5 SECTION 19 HOUSES COrn 1 TRACT 3 35.00 ACRES FENCE LINE S 35'56'06" W 226.13' S 89'44'37" E 0 S 0001 '48" 759.10' 1581.70' TRACT 4 36.33 ACRES 1139.65' S 05'1 .3'08" W 204.67' N 76'49109" E 347.90' TRACT 5 36.15 ACRES S 8521'07" E 1944.63' 216.59' N 86'44'01- W W1/4 COR. SEC. 19 BLM CAP FOUND 2658.88' N 89'51'21- W 2659.14' S 02'32'01- E 397.03' S 25'48'14- W 200.79' S 45'00'01" E 189.63' 714.25 S 53"32'32' W 321.61' °j ti v ) N S SI L. 4 CEN. GAP 1) BEAR/NGS SHOWN HEREON ARE RELATIVE TO A BEARING OF N00'01 '48"W BETWEL BLM CAPS FOUND AT THE WEST 1/4 COR. AND THE NW COR. SECTION 1.9 1 JOHN R. SCHENK DAN KERST WILLIAM J. deWINTER, III SCHENK, KERST & deWINTER, ATTORNEYS AT LAW SUITE 310; 302 EIGHTH STREET GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE: (970) 945-2447 TELECOPIER: (970) 945-2977 December 13, 1995 Board of County Commissioners GARFIELD COUNTY COURTHOUSE 109 Eighth Street Glenwood Springs, CO 81601 Re: Mangurian Partnership Letter in Support of Petition for Exemption and Narrative in Conformance with the Subdivision Regulations Ladies and Gentlemen: Pursuant to the Garfield County Subdivision Regulations, Mangurian Partnership respectfully petitions the Board of County Commissioners for an exemption to create three (3) exempt lots consisting of 3.907, 3.907 and 3.923 acres, respectively, each along County Road 251 in the SE 1/4 SW 1/4 of Section 19. A sketch map and a vicinity map is enclosed showing the lot proposed for subdivision exemption. By way of summary, the Applicant has owned the property since November 12. 1971, either directly in the name of Pierce Mangurian or Mangurian Partnership, a property holding entity used for estate planning. The deeds evidencing ownership are enclosed with the application. The proposed exempt lots will be served by water from a well drilled under the provisions of C.R.S. 37-92-602(1)(b)(II)(A), whereby an owner of a tract of land 35 acres or more in size may obtain an exempt well permit for ordinary household purposes. A well permit for the SE 1/4 SW 1/4 of Section 19 will be sought to serve these parcels. The proposed exempt lots will be served by a ISDS waste water system. No connection to a community water or sewer system will be sought for the property. Access to each proposed exempt Lot will be from County Road 251. II: VRS\PSF.C(IMMISSI. LTR • • December 13, 1995 Page -2- The area in the vicinity of the proposed exempt lot has a number of smaller lots and these proposed exempt parcels will not materially impact the character of the neighborhood. These lots will not significantly affect adjacent agricultural operations. The Commissioners' review of this application is sincerely appreciated. JRS/clh Enc. cc: Mangurian Partnership (w/enc.) H:VRS PKCCfMMISSI. LTR JOHN R. SCHENK DAN KERST WILLIAM J. deWINTER, III • 1 SCHENK, KERST & deWINTER, P.C. ATTORNEYS AT LAW SUITE 310, 302 EIGHTH STREET GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE: (970) 945-2447 TELECOPIER: (970) 945-2977 December 26, 1995 Garfield County Planning Department 109 8th Street Glenwood Springs, CO 81601 Re: Mangurian Partnership Exemption Dear Sirs: 7 1995 Via Hand Delivery Please find enclosed a copy of the Power of Attorney executed by Mangurian Partnership authorizing my appearance on behalf o the Partnership in subdivision exemption process. JRS/pd Enc. ILVRS\PM\PLANNING.LTR Yours NK • • POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That PIERCE MANGURIAN as General Partner of MANGURIAN PARTNERSHIP, whose address is P.O. Box 3460, Pagosa Springs, Colorado, reposing special trust and confidence in JOHN R. SCHENK, of the County of Garfield, State of Colorado, has made, constituted and appointed, and by these presents does make, constitute and appoint the said JOHN R. SCHENK, as true and lawful attorney in fact for the partnership with respect to the subdivision of certain real property described in the deed annexed hereto as Exhibit "A", and in its name, place and stead, to appear before the appropriate governmental authorities and take such actions as may be required to apply for and obtain subdivision exemption approvals for said property, and in the partnership's name to make, execute, acknowledge and deliver applications and ail other documents necessary to effect such subdivision exemption, and to further give and grant unto said attorney full power and authority to perform any and every act whatsoever requisite and necessary to be done in and about the premises, as fully to all intents and purposes as a general partner might or could do if personally present, with full power of substitution and revocation hereby ratifying and confirming all that said attorney or his substitutes shall lawfully do or cause to be done by virtue hereof. IN WITLESS WHEREOF, a general partner of the partnership has hereunto set his hand and seal this C 1 day of December, 1995. MANG By: STATE OF COLORADO ) ) ss. COUNTY OE/ \S ('C l LL (L tTfk-) Pierce Manguri. , Ge eral Partner L . L \ 1 rl , Notary Public in and for the County and State aforesaid, do hereby certify that PIERCE MANGURIAN, as General Partner of MANGURIAN PARTNERSHIP, who is personally known to me to be the person whose name is subscribed to the within Power of Attorney, appeared before me this day in person and acknowledged that he signed, sealed and delivered the said instrument in writing as his free and voluntary act and deed, for the use and purposes therein set forth. Given under myhand and seal this ��yy k KW, day of December, 1995. WITNESS my hand and official seal. My commission expires: 6G II:VRS\PM\POA Notary Public RECUFDED T, 06 O'CLO..2.M. JUL 81992 FEC fi 4�g3JS.7 �MILDRE ALSOORF, COUNTY CLERK QUIT CLAIM DEED 3UGK 836 PaGE153 PIERCE MANGURIAN, for the consideration of Ten Dollars and other valuable consideration, in hand paid, hereby sells and quitclaims to MANGURIAN PARTNERSHIP, whose address is P.O. Box 159, Paonia, CO 81428, the following real property in the County of Garfield, State of Colorado, to -wit: $ARHRD EC 8 1992 Township 5 South. Range 92 West. 6th P.M. D00' Fe. Section 18: S'hSW'A (being Lot 4 and SE'/ SW'/4), excepting only the surface estate in the northerly 50 feet thereof as described in that certain deed recorded in Book 394 at Page 364 of the Garfield County, Colorado, records; Section 19: S'/2S1/2NW'/ (being S' of Lot 2 and the S1/2SE NE'/4SW'/4; East 30 acres of the SE'/SW %; N' NW'/ (being Lot 1 and the' NE'/ NW%); N' S'/2NW % (being N' of Lot 2 and the N1/2SE'/4 NW'/ ); and a tract of land containing 5.87 acres, more or less, which is more specifically described as Parcel 3 in that certain deed to George Christensen recorded July 26, 1966, at Book 377, Page 547, of the Garfield County, Colorado, records; and that part of the N'W'W'hSE'%SW'% lying easterly of the centerline of Rifle Creek as described in that certain deed recorded October 2, 1975, in Book 479 at Page 469 of the Garfield County, Colorado, records; Township 5 South. Range 93 West. 6th P.M. Section 24: NE 'A NE'/4 Together with all ditch and water rights appurtenant to or used in connection with said land. Together with a non-exclusive easement for purposes of ingress and egress twenty (20) feet in width adjacent to and immediately West of the East line of the S' W'/2W'/2SE'/4SW'% of said Section 19. EXCEPT that tract of land and ditch and water rights conveyed to Ann Catherine Robinson by Executor's and Trustee's Deed dated January 1, 1971, and recorded January 28, 1971, at Book 416, Page 445, of the records of the Clerk and Recorder of Garfield County, Colorado. AND EXCEPT that tract of land situated in Lot 4 and the SE'44SW 144 of Section 19, Township 5 South, Range.92 West of the Sixth Principal Meridian, Garfield County, Colorado, lying Northerly of the Northerly right of way line of County Road No. 251 and Easterly of the centerline of Rifle Creek, said parcel of land is more fully described as follows: i EXP. 1. t ! BUCK 536 P�cE1 4 Beginning at the Southwest Corner of said Section 19; whence an iron pipe with a brass cap, being a reference monument for said corner bears: N. 00°10'00" W. 219.80 feet; thence, from said corner, N. 87°20'25" E. 1335.80 feet to the intersection point of said centerline creek and said right of way line, the TRUE POINT OF BEGINNING; thence, along said centerline creek, N. 36°10'00" E. 55.00 feet; thence N. 26°00'00" E. 60.00 feet; thence S. 83°40'00" E. 80.00 feet; thence No. 59°40'00" E. 35.00 feet; thence No. 02°30'00" E. 35.00 feet; thence N. 19°45'00" W. 130.00 feet; thence N. 15°08'40" E. 72.48 feet; thence No. 06°52'30" W. 151.00 feet; thence N. 26°15'00" E. 75.00 feet; thence N. 08°05'00" E. 115.00 feet; thence N. 47°05'00" E. 63.00 feet; thence N. 49°15'00" W. 87.00 feet; thence N. 23°45'00" W. 65.00 feet; thence, leaving said centerline creek, East 216.29 feet; thence S. 00°11'42" E. 824.43 feet (Record S. 00°04'59" E. 825.00 feet) to a point on said right of way line; thence S. 89°57'39" W. along said right of way line 351.43 feet to a point in said centerline creek, the TRUE POINT OF BEGINNING, containing 3.97 acres, more or less. AND EXCEPT that tract of land situated in the NE V4 of the NE 1 of Section 24, Township 5 South, Range 93 West of the 6th P.M., more particularly described as follows: Beginning at the NW corner of said NE 144 of the NE'/4 , which is marked by a Brass Cap on a steel pipe; thence N. 89°30'34" E. 325.00 feet along the Section line; thence S 67°46'34" W 351.07 feet to the West line of said NE% of the NE 144 ; thence along said West line, North 130.00 feet to the point of beginning, containing .485 acre more or less. Signed this //'"' day of FAL-- , 19 y� STATE OF COLORADO ) ss. COUNTY OF 4..e.- Pierce Mar. u. g The foregoing quit claim deed was acknowledged before me this /1*k- day of , 19 9.J, by Pierce Mangurian. WITNESS my hand and official seal My commission expires: •// c� 9 3 -2- 6.9 SCHENK, KERST & deWINTER, P.C. ATTORNEYS AT LAW SUITE 310, 302 EIGHTH STREET GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE: (970) 945-2447 TELECOPIER: (970) 945-2440 JOHN R. SCHENK DAN KERST WILLIAM J. deWINTER, III October 11, 1996 Mark Bean Garfield County Planning Department 109 Eighth Street Glenwood Springs, CO 81601 OCT 1.1 1996 01161.4) QTY HAND DELIVERED Re: Mangurian Partnership Subdivision Exemption Application Dear Mark: We have completed the survey of the parcel on the south end of the property. As I mentioned earlier, we are not going to have the well drilled within the time required for the extended approval of this subdivision exemption. Therefore, we request a further extension of time for final plat submittal purposes. This subdivision exemption was approved on February 21, 1996. In an abundance of caution, due to the onset of the winter season, we request that the exemption extension be moved to February 20, 1997. Please present this request to the Commissioners at this coming Monday's meeting at 'ome appropriate time. If there are any questions, please advise. JRS/clh cc: Mangurian Partnership Ingrid Triplat It \IRS\PM\BEAN.2 Very JOHN )04 JOHN R. SCHENK DAN KERST WILLIAM J. deWINTER, III CAROLYN M. STRAUTMAN SCHENK, KERST & deWINTER, P.C. ATTORNEYS AT LAW SUITE 310, 302 EIGHTH STREET GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE: (970) 945-2447 TELECOPIER: (970) 945-4269 February 19, 1997 Mark Bean Garfield County Planning Department 109 Eighth Street Glenwood Springs, CO 81601 HAND DELIVERED Re: Mangurian Partnership Subdivision Exemption Application Dear Mark: The following documents are enclosed to meet the requirements of the approval of the Mangurian Partnership Subdivision Exemption pursuant to the resolution made on February 21, 1996. 1. The Mangurian Exemption Plat prepared by Schmueser Gordon Meyer. A mylar of this plat will be provided for signature as soon as the County Surveyor has approved same. 2. Copy of Well Permit Number 200938 issued to Mangurian Partnership for the construction of a well as depicted on Parcel C of the Plat. 3. Well Completion Report by Shelton Drilling Company. 4. Pump Test Report prepared by Aqua Tec Systems, Inc. dated February 6, 1997. 5. Water Sampling Report from Grand Junction Laboratories reported on February 4, 1997. 6. Well Sharing Agreement for the use of this well by both Parcel B and Parcel C. A few changes will be made (including eliminating the word "commercial") based on negotiations between Mangurian Partnership and the purchaser of Parcel C, William W. Wilde and Jayne M. Wilde. 7. Our Trust Account Check in the amount of $200.00 for the school impact fee for the exemption parcels. Based on the recent Colorado Supreme Court ruling on this issue, we question whether or not it is now due. Ii \JR.S\I'M\HIl.N.3 February 19, 1997 Page -2- Mr. Wilde, as a contract purchaser of Parcel C, has proposed, and Mangurian Partnership agrees, that it be an 11.673 acre parcel, since it is the most appropriate division of this property. We have also provided information to Dr. and Mrs. Word's attorney on the location of the westerly boundary and have located that boundary on the fenceline as shown on the Plat. We believe Mr. Wilde has contacted the Rifle Fire Protection District and resolved the recommendations on fire protection matters. Finally, Mr. Wilde will be contacting Mr. Marvin Stevens of the Road & Bridge Department for an on-site visit on the driveway location permit for the property which should be available prior to the signing of the Exemption Plat. We would request that the Commissioners consider this Plat at the March 3, 1997, meeting, if at all possible. Thank you for your assistance in this matter. JRS/clh Enc. cc: Mangurian Partnership William W. Wilde Thomas W. Stuver II:URS\YM\BEAN.3 Form No. GWS -25 APPLICANT OFFICE OF TOSTATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (3031 866-3581 MANGURIAN PARTNERSHIP % JOHN R SCHENK 302 EIGHTH ST #325 GLNWD SPRGS CO 81601- (970) 945-2447 PERMIT TO CONSTRUCT A WELL LIC WELL PERMIT NUMBER 200938 DIV. 5 CNTY. 23 WD 39 DES. BASIN MD Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SW 1/4 Section 19 Twp 5 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION LINES 600 Ft. from South Section Line 2400 Ft. from West Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 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 the only well on a tract of land of 46.739 acres described as that portion of the SW 1/., Sec. 19, Twp. 5 South, Rng. 92 West, 6th P.M., Garfield County, more particularly described on the attached exhibit A. 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 (1) 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 this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. APPROVED JD2 State Engineer Receipt No. 0410397 DATE ISSUEFEB 1 0 1997 By EXPIRATION DATE FEB 1 0 1999 Name : c/o : Address : City, St, Zip : Phone # : • Shelton Drilling Corp. P.O. Box 1059 Basalt, Colo. 81621 (970) 927-4182 Lic. # 1095 Bill Wilde 1427 Dogwood Rifle, Co. 81650 (970) 625-2385 Invoice # C-1020 Date : 01/27/97 Permit # : MH -29929 Location Rifle Creek Hole Size Depth Type Casing ID Casing OD From -To 9.0 71 Steel 6.5 7.0 0-71 Perforated Ft : 10 ft Estimated : 15+ gpm Static Level : 18 ft Total Drilled : 71 ft Recommended Pump Set Depth 65 Ft. Pumping 15 GPM. For Pump Installation We Recommend : Aqua Tec Pump 984-0311 (Tom Platzer) Samuelson Pump 945-6309 (Raun Samuelson) J & M Pump Co 945-6159 (Rick Holub) Special Instructions : Price Per Foot : Feet @ $ Per Foot = $ Feet @ $ Per Foot = $ Total Invoice $ Conditions Of Payment : Minimum Charge Applies oay $ 2.500.00 ) PLEASE READ THE FOLLOWING RECOMMENDATIONS 1. * WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH WE CANNOT DETERMINE WHILE DRILLING. 2. On Monitoring/Observation Holes (test holes) it is the customer's responsibility to obtain the proper permit before the well is put to beneficial use (within one year) or the State may require the hole be plugged and abandoned. We will be happy to assist you whenever possible in filling out the appropriate well application. 3. The landowner is ultimately responsible for the plugging and abandoning of dry holes or replaced wells, according to State Rules and Regulations. Please contact us for details and/or prices. 4. ALL INVOICES DUE AND PAYABLE WITHIN 10 DAYS OF INVOICE DATE, UNLESS PRIOR ARRANGE- MENTS ARE MADE. A 1.5% HANDLING CHARGE PER MONTH MAY BE ADDED 15 DAYS FROM FIRST BILLING. Please call us if you have any questions . THANK YOU AQUA TEC SYSTEMS, INC. P.O. BOX 488 GLENWOOD SPRINGS, CO. 81602 2/6/97 MR. BILL WILDE 1427 DOGWOOD DR. RIFLE, CO. 81650 TO WHOM IT MAY CONCERN: WELL LOCATION: 200 RD. 251, RIFLE, CO. (RIFLE CREEK WELL) THE WELL WAS TESTED AT A PUMPING RATE OF 25 GALLONS PER MINUTE FOR 4.0 HOURS. DATE OF TEST 1-27-97 APPROXIMATE STATIC LEVEL 17.25 FEET APPROXIMATE DEPTH 71.0 FEET HORSE POWER OF PUMP 1.0 APPROXIMATE PUMPING SETTING 66.0 FEET WELL DRAWDOWN WAS 1"-4.25" AND IT FULLY RECOVERED WITHIN 3C MINUTES AFTER WE STOPPED PUMPING. BASED ON THE TEST DATA THIS WELL SHOULD BE MORE THAN CAPABLE OF SUPPLING DOMESTIC INHOUSE WATER FOR 3 HOMES WITH 3.5 I'E PLE I:: EACH. THE TEST DATA OBTAINED IS REPRESENTITIVE OF ONLY CONDITIONS OBSERVED ON THAT DATE AND DOES NOT ACCOUNT FOR POSSIBLE SEASONAL VARIATION IN THE n.Y_IF LR NOR LONGER PUMPING DJ ZAT1O1S. :STATE LICENSE #1106 Received from: JOHN C KEPHART 3c CO. GRAN[J iUCTI[D1 LAATUft �>fi NORTH AVENUE • PHONti 212-ThIS • GRAND JUNCTION. COLORADO 51501 ANALYTICAL REPORT Aqua -Tec Systems Larry Glenwood Springs, CO Customo LabryorafaNo. 362Sample water erN Date Received 1/28/97 Date Reported 2/4/97 Sample 3623 Wilde 1/27/97 2:30P Nitrate(N) 0.70 mg/1 NOTE: Samples were not taken by or composited in lab. Lower detection limit for Nitrate is 0.0l rg/1. Method for Nitrate is from "Annual book of ASTM Standards," D3867 -90E1. Nitrate was analyzed 2/3/97. Director: B. Bauer a3A1303k7 _ , . 31'1!1 31YO 3aVdS 511-1 NI 31111A1 ION OQ AND JUNCTION 1 uJ cr 0 1 MEMBRANE FILTER V1 W mo F-' E N CC g Lu — Co W aD V. J m o U g O • U J 3 cD O 1: O: p c LU co U E m , • m CL0w Qcc000 Z ov • 0 cip Er w Z< ¢ 2 W 3 i 4 N cc S � • a U w J 2 � W f d o W O z ¢ n AJao Z D 2 1' i 0 z o 0 i 0 0 a w w a > i < N O w CC U ¢ .1 00 w0 QH WATER WELL COMMUNITY SHARING AND MAINTENANCE AGREEMENT THIS AGREEMENT is entered into on the date set forth below to be effective February , 1997, by and between MANGURIAN PARTNERSHIP, whose address is , and WILLIAM W. WILDE and JAYNE M. WILDE, 1427 Dogwood Drive, Rifle, CO 81650, and their respective successors in interest in the ownership of those real properties described as Parcel B and Parcel C, Mangurian Exemption, Garfield County, Colorado (hereinafter "the Lots"). WHEREAS, each of the parties and their successors in interest are to be the joint owners of Well Permit No. and shall be joint owners of a water well and casing to be constructed and installed and the water to be diverted by said well system for providing domestic water to commercial uses on the respective properties of the parties; and WHEREAS, the well and casing and pump shall be utilized by said owners as a lawful water right; and WHEREAS, the water well and system will require drilling, completion and continuing maintenance and operation, the costs of which must be borne by the owners and users thereof; and WHEREAS, the well permit contemplates perpetual, though not constant, use and operation of the well, pump and the appurtenant structures; and WHEREAS, said owners as parties hereto desire to enter into this agreement for the purpose of clarifying respective rights and duties and establishing easements and procedures for jointly operating the water well and delivering water to the properties of the owners, and for providing a method for equitably dividing the water derived from operation of the system, and for equitably allocating the shared payment of costs of operation and maintenance of the water well and its pump and other structures by all of the parties. NOW THEREFORE, in consideration of the mutual obligations, promises, and covenants set forth herein, and the due performance thereof, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, including but not limited to the acceptance of the benefits and detriments deriving herefrom, the above-named parties agree as follows: 1. The respective owners of each of the Lots shall be deemed to own an undivided one-half (1/2) share of the subject well permit, well, pump, power source for the pump, fittings at the well head, meter (whether existing now or to be installed at a later time), pumphouse, foot valves, and any pipes or pipelines and any other structures which are jointly used. 2. No owners of the Lots are deemed to have any ownership right in and to any pipe, pipeline or other structure used or required solely by the owner of another of the Lots which may utilize any portion of the water flowing from this water well and its structures. This agreement does not intend to relate to such individually owned or used rights or structures. Nothing in this agreement shall be construed to give any party any rights to such non -shared property of other parties nor to obligate any party to pay any costs associated with non -shared structures. 3. The parties shall cooperate with each other at all times in all matters necessary to promote the proper construction, completion and functioning and use of the water system in such manner as to provide to their respective commercial uses an optimum water supply on demand at all times possible based upon the natural availability of water. The parties agree to not waste water and to endeavor to use no more than their respective shares of the available water. At this time it is agreed that no individual water meters must be installed. If at any time after the date hereof, either party requires that meters be installed, then each of the parties shall install meters at the individual expense of each party. Waste or over -use shall be deemed to be a material breach of this agreement for which the non -defaulting parties may seek remedy at law or equity for damages or for injunctive relief, or both. 4. The actual and continuing costs of operation, maintenance, construction, extension, upgrading, cleaning, repairing and all other work required on shared components of this water system to cause the water at the well to become and remain available to deliver water to the parties shall be shared by the parties in proportion to their share in the well. This agreement shall relate only to costs incurred after the date hereof. Nothing in this agreement shall require reimbursement by any party to any other person or party for any costs incurred prior to the date hereof. Electrical charges for the operation of the well shall be shared equally, or in the event meters are installed, in proportion to the water utilized by each party. In the event the electric service to the well is not separately metered, the cost of electric service shall be estimated, based upon the power demand the well service adds to the service of the party paying Public Service Company for the electric service. 5. Subject to the provisions in paragraph 4 above, any party who has been using water from this system and at any time elects not to share in costs, necessary repairs, maintenance, replacement and the like necessary to maintain the water well and deliver the subject water, shall not receive water from the system. At such time as said electing party chooses to resume use of water from the system said party may do so upon reimbursement to the other users the full cost of said party's share of such expenditures with legal interest retroactive to the expenditure date. 6. The foregoing notwithstanding, Mangurian agrees to reimburse WILDE at time of closing of Parcel C for one-half (1/2) of the expenses incurred by WILDE in drilling, pump testing and water quality testing of said shared well. Mangurian's successors in interest to Parcel B agree to reimburse WILDE at time of building permit application or initiation of use of well water, whichever shall be earlier, for one-half (1/2) of the subsequent expenses 2 incurred by WILDE, including the pump, power source supply for the pump, fittings at the well head, meter, pumphouse, foot valves, and any pipes or pipelines and any other structures which are jointly used and necessary to make the shared well operational. 7. All matters affecting the well and water system shall be jointly and unanimously made when possible but may be made under the control and supervision of such person as each of the interests from time to time may choose, which person shall be designated for these purposes as the Well Manager. Such control and supervision shall extend to, but not necessarily be limited to, the right and obligation to make decisions about the type of work required to be done on the system, the timing of such work, the acquisition or construction of additional structures, or devices, the performance or hiring of such work to be done and incurring the cost thereof, times and dates of operation of the pump, and to collect from the parties their respective shares of such costs. Payment shall be due within ten (10) days after receiving written notice thereof from the Well Manager. Should the owners of the Lots fail to authorize a Well Manager, then any party may operate the system in order to obtain water for use by any party who desires the water and pays his share of the costs, subject to judicial review for fairness and compliance with the terms and reasonable interpretation of the intent of this agreement. WILLIAM WILDE shall be the initially designated Well Manager. 8. The Well Manager, or any party, shall not incur any expense with respect to repairs to the well or system in excess of $200 (except in an emergency) without first giving ten (10) days written notice in advance of such expenditure to all parties who will be obligated to share in such cost. Unavoidable and reasonable expenses incurred by the Well Manager or any party in an actual emergency, shall be reimbursable by all users in proportion to their ownership interest in the well. a. If a party objects to any non -emergency expenditure, said party must deliver a written objection and the reasons therefor to the Well Manager or other party before the expiration of ten (10) days after having received the notice. If any party fails to so object, then said party waives his right to object and is thereafter bound to timely pay his share of the expenditures. b. Upon receipt of an objection, the Well Manager or other party acting in that capacity, may confer with the objector in an attempt to reach agreement. Whether or not an agreement is reached, the Well Manager or other party may proceed, and all parties, including the objector, shall be bound to timely pay their share of the expenditures, except in any instance in which the objector has obtained a judicial decree preventing the Well Manager or party from proceeding. Any party not paying his share of this expenditure shall not obtain water until making such payment. Any party may at any time seek judicial intervention to prevent an expenditure not approved by each party, or to require a repair necessary for the operation of the system, or to recover the expense of making such repair. 3 9. Failure of any party to pay his share of costs as billed at any time shall be actionable in the Courts in Garfield County as a breach of this agreement which action may be brought by the Well Manager or any non -defaulting party. Any judgment obtained against such party may be collected under then applicable Colorado laws for collection of judgments. The Court in its discretion may award to the prevailing party Court costs and attorney's fees incurred. 10. The owners of each of the Lots shall be deemed to grant by this agreement such permanent, non-exclusive easements across their property as necessary and sufficient for this agreement to be performed for the benefit of each of the parties as users of the shared pump and common pipeline or treatment system, and structures and shall be construed to be a grant of an easement for non -shared or individual pipelines conveying water to the respective residential Lots, in locations to be determined upon conveyance of individual Lots by Mangurian Partnership. 11. Nothing in this agreement shall by itself be construed as a transfer of any water right or appropriation of waters as heretofore acquired or owned by any party. Each party agrees to not interfere at any time with the proper use by any other party of its interest in any water structure and shall indemnify and hold harmless all other parties and users from any loss or damage or injury caused by the acts of said indemnifying party. 12. The term hereof shall be perpetual. 13. This agreement shall be binding upon and inure to the benefit of the parties, and their assignees or successors, and the easements and covenants granted or agreed to herein shall be deemed to run with the land and shall encumber the land of each party for the benefit of the properties of the parties as described herein. 14. The laws of the State of Colorado shall govern the validity, effect and construction of this Agreement. 15. This agreement contains the entire agreement among the parties and may not be modified in any manner except by an instrument in writing signed by the owners of Parcel B and Parcel C, Mangurian Exemption, Garfield County, Colorado. 4 IN WITNESS WHEREOF, the parties have signed this agreement on the dates following their respective signatures. MANGURIAN PARTNERSHIP By General Partner Date WILLIAM W. WILDE Date STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) JAYNE M. WILDE Date The foregoing instrument was acknowledged before me on this day of , 1997, by , General Partner of MANGURIAN PARTNERSHIP. Witness my hand and official seal. My commission expires: Notary Public STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me on this day of , 1997, by WILLIAM W. WILDE and JAYNE M. WILDE. Witness my hand and official seal. My commission expires: Notary Public 5 CRifle care cProtection cDistrict Box 1133 • Rifle, Colorado • 81650 Schenk, Kerst & deWinter, P.C. 302 Eighth Street, Suite 310 Glenwood Springs, Colorado 81601 Attention: John Schenk December 14, 1995 Re: Mangurian Partnership Subdivision Exemption Mr. Schenk, I have reviewed the proposed Mangurian Partnership Subdivision Exemption located on County Road 251 within the Rifle Fire Protection District. As per our telephone conversation, I understand that this would create three residential lots bordering the County Road. The Rifle Fire Protection District approves this exemption with the following recommendations: 1. A fire protection water supply should be developed along the County Road. I would recommend that a " dry hydrant " be installed where the County Road crosses Rifle Creek. Of course, I am not aware of who the property owners are for the Creek area but it would be in the best interest of all residences in the area to support this type of water supply. 2. As the new homes are constructed, Nationally recognized standards of Wild Land / Urban Interface should be followed. 3. As the new homes are constructed, addresses are to be posted at the entrance to the property in a manner that makes them readily identifiable to emergency response agencies. Thank you for your cooperation and feel free to contact me if I can be of further assistance or if you have any additional questions. Sincerely, Mike Mo Fire Marshal Rifle Fire Protection District • • SCHENK, KERST & deWINTER, P.C. ATTORNEYS AT LAW SUITE 310, 302 EIGHTH STREET GLENWOOD SPRINGS, COLORADO 81601 JOHN R. SCHENK DAN KERST WILLIAM J. deWINTER, III CAROLYN M. STRAUTMAN Eric D. McCafferty Garfield County Planner 109 Eighth Street Glenwood Springs, CO 81601 Re: Mangurian Exemption Dear Eric: TELEPHONE: (970) 945-2447 TELECOPIER: (970) 945-4269 February 27, 1997 Please find enclosed a revised Water Well Community Sharing and Maintenance Agreement with a number of changes agreed between the purchasers of the exempt parcels and Mangurian Partnership. This should be placed in the file and supersedes the prior agreement which was submitted. JRS/clh Enc. cc: Mangurian Partnership Thomas W. Stuver H:VRS,PM\MCCAFFpt.2 • V)P DRkft 3)1) WATER WELL COMMUNITY SHARING AND MAINTENANCE AGREEMENT THIS AGREEMENT is entered into on the date set forth below to be effective February , 1997, by and between MANGURIAN PARTNERSHIP, whose address is P. O. Box 245, Llano, Texas 78643, and WILLIAM W. WILDE and JAYNE M. WILDE, 1427 Dogwood Drive, Rifle, CO 81650, and their respective successors in interest in the ownership of those real properties described as Parcel B and Parcel C, Mangurian Exemption, Garfield County; Colorado (hereinafter "the Lots"). WHEREAS, each of the parties and their successors in interest are to be the joint owners of Well Permit No. 200938 and shall be joint owners of a water well and casing to Ix, cAnisti acted and installed and the water to be diverted try.; -:id wciY system for providing domestic water for all permitted uses on the respective properties of the parties; and WHEREAS, the well and casing and pump shall be utilized by said owners as a lawful water right; and WHEREAS, the water well and system will require drilling, completion and continuing maintenance and operation, the costs of which must be borne by the owners and users thereof; and WHEREAS, the well permit contemplates perpetual, though not constant, use and operation of the well, pump and the appurtenant structures; and WHEREAS, said owners as parties hereto desire to enter into this agreement for the purpose of clarifying respective rights and duties and establishing easements and procedures for jointly operating the water well and delivering water to the properties of the owners, and for providing a method for equitably dividing the water derived from operation of the system, and for equitably allocating the shared payment of costs of operation and maintenance of the water well and its pump and other structures by all of the parties. NOW THEREFORE, in consideration of the mutual obligations, promises, and covenants set forth herein, and the due performance thereof, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, including but not limited to the acceptance of the benefits and detriments deriving herefrom, the above-named parties agree as follows: 1. The respective owners of each of the Lots shall be deemed to own an undivided one-half (1/2) share of the subject well permit, well, pump, power source for the pump, fittings at the well head, meter (whether existing now or to be installed at a later time), pumphouse, foot valves, and any pipes or pipelines and any other structures which are jointly used. Each owner agrees to construct an individual water tank of not less than 1,000 gallon • • capacity on such owner's lot in compliance with the Subdivision Exemption Resolution approving the Mangurian Exemption. 2. No owners of the Lots are deemed to have any ownership right in and to any pipe, pipeline or other structure used or required solely by the owner of another of the Lots which may utilize any portion of the water flowing from this water well and its structures. This agreement does not intend to relate to such individually owned or used rights or structures. Nothing in this agreement shall be construed to give any party any rights to such non -shared property of other parties nor to obligate any party to pay any costs associated with non -shared structures. 3. The parties shall cooperate with each other at all times in all matters necessary to promote the proper construction, completion and functioning and use of the water system in such manner as to provide to their respective uses an optimum water supply on demand at all times possible based upon the natural availability of water. The parties agree to not waste water and to endeavor to use no more than their respective shares of the available water. At this time it is agreed that no individual water meters must be installed. If at any time after the date hereof, either party requires that meters be installed, then each of the parties shall install meters at the individual expense of each party. Waste or over -use shall be deemed to be a material breach of this agreement for which the non -defaulting parties may seek remedy at law or equity for damages or for injunctive relief, or both. Irrigation uses shall be limited to not more than 21,780 square feet of lawn and garden on each parcel. Unless otherwise agreed by both owners, no owner shall use more than one-half (1/2) of the water legally allocated to the well (i.e., 7.5 g.p.m.). In the event the water physically available from the well is less than the legally available amount, then each owner shall proportionately reduce the consumption of same to one- half (1/2) the amount actually available. 4. The actual and continuing costs of operation, maintenance, construction, extension, upgrading, cleaning, repairing and all other work required on shared components of this water system to cause the water at the well to become and remain available to deliver water to the parties shall be shared by the parties in proportion to their share in the well. This agreement shall relate only to costs incurred after the date hereof. Nothing in this agreement shall require reimbursement by any party to any other person or party for any costs incurred prior to the date hereof. Electrical charges for the operation of the well shall be shared equally, or in the event meters are installed, in proportion to the water utilized by each party. In the event the electric service to the well is not separately metered, the cost of electric service shall be estimated, based upon the power demand the well service adds to the service of the party paying a pubic utility for the electric service. No operational costs will be charged to any party until such party actually makes a physical connection to the well and begins using water from same. 5. Subject to the provisions in paragraph 4 above, any party who has been using water from this system and at any time elects not to share in costs, necessary repairs, maintenance, replacement and the like necessary to maintain the water well and deliver the 2 subject water, shall not receive water from the system. chooses to resume use of water from the system said party other users the full cost of said party's share of such expen to the expenditure date. t such time as said electing party y do so upon reimbursement to the tures with legal interest retroactive 6. The foregoing notwithstand. WILDE at time of closing of Parcel C for one-half (1/2) of drilling, pump testing and water quality testing of said interest to Parcel B agree to reimburse WILDE at time of b of use of well water, whichever shall be earlier, for one - incurred by WILDE, including the pump, power source sup head, meter, pumphouse, foot valves, and any pipes or pipe are jointly used and necessary to make the shared well ope g, Mangurian agrees to reimburse e expenses incurred by WILDE in ed well. Mangurian's successors in ding permit application or initiation (1/2) of the subsequent expenses ly for the pump, fittings at the well es and any other structures which tional. 7. The owners agree to cooperate replacement or improvement of all common facilities. In agree on any required maintenance, repair, replacement or entitled to undertake the minimal maintenance, repair, replac essential for proper functioning of the common facilities. undertake such work unilaterally, such owner shall notify th undertaking the work shall, upon completion, provide the o of work performed and the other owner's proportionate an owner fails to pay any amount due within thirty (30) day has paid such cost and expense shall be entitled to pursue equity for a breach. The Court, in its discretion, may awar and attorney's fees incurred. the maintenance, operation, repair, the event the owners are unable to provement, either owner shall be ment or improvement necessary and the event an owner determines to other owner in writing. The owner er owner with a written statement e of the cost of same. In the event after presentment, the owner which any remedy available at law or in to the prevailing party Court costs 8. The owners of each of the agreement such permanent, non-exclusive easements acro sufficient for this agreement to be performed for the benefit shared pump and common pipeline or treatment system, and be a grant of an easement for non -shared or individual respective residential Lots, in locations to be determined u Mangurian Partnership. is shall be deemed to grant by this s their property as necessary and f each of the parties as users of the structures and shall be construed to pipelines conveying water to the n conveyance of individual Lots by 9. Nothing in this agreement shal of any water right or appropriation of waters as heretofore ac party agrees to not interfere at any time with the proper use any water structure and shall indemnify and hold harmless loss or damage or injury caused by the acts of said inde by itself be construed as a transfer uired or owned by any party. Each by any other party of its interest in other parties and users from any fying party. 10. The term hereof shall be pe 3 • • 11. This agreement shall be binding upon and inure to the benefit of the parties, and their assignees or successors, and the easements and covenants granted or agreed to herein shall be deemed to run with the land and shall encumber the land of each party for the benefit of the properties of the parties as described herein. 12. The laws of the State of Colorado shall govern the validity, effect and construction of this Agreement. 13. This agreement contains the entire agreement among the parties and may not be modified in any manner except by an instrument in writing signed by the owners of Parcel B and Parcel C, Mangurian Exemption, Garfield County, Colorado. IN WITNESS WHEREOF, the parties have signed this agreement on the dates following their respective signatures. MANGURIAN PARTNERSHIP By General Partner Date WILLIAM W. WILDE Date STATE OF COLORADO ) )ss. COUNTY OF GARFIELD ) JAYNE M. WILDE Date The foregoing instrument was acknowledged before me on this day of 1997, by , General Partner of MANGURIAN PARTNERSHIP. Witness my hand and official seal. My commission expires: 4 Notary Public • STATE OF COLORADO ) )ss. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me on this day of , 1997, by WILLIAM W. WILDE . d JAYNE M. WILDE. Witness my hand and official seal. My commission expires: 5 Notary blic • • POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That PIERCE MANGURIAN as General Partner of MANGURIAN PARTNERSHIP, whose address is P.O. Box 3460, Pagosa Springs, Colorado, reposing special trust and confidence in JOHN R. SCHENK, of the County of Garfield, State of Colorado, has made, constituted and appointed, and by these presents does make, constitute and appoint the said JOHN R. SCHENK, as true and lawful attorney in fact for the partnership with respect to the subdivision of certain real property described in the deed annexed hereto as Exhibit "A", and in its name, place and stead, to appear before the appropriate governmental authorities and take such actions as may be required to apply for and obtain subdivision exemption approvals for said pfoperty, and in the partnership's name to make, execute, acknowledge and deliver applications and all other documents necessary to effect such subdivision exemption, and to further give and grant unto said attorney full power and authority to perform any and every act whatsoever requisite and necessary to be done in and about the premises, as fully to all intents and purposes as a general partner might or could do if personally present, with full power of substitution and revocation hereby ratifying and confirming all that said attorney or his substitutes shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, a general partner of the partnership has hereunto set his hand and seal this ILI day of December, 1995. MANGL AN PAR N RSHIP By: (t/A�/ Pierce Manguri. , Ge)ieral Partner STATE OF COLORADO ) ) ss. COUNTY OF -Al{ N_ E. r1 , Notary Public in and for the County and State aforesaid. do hereby certify that PIERCE MANGURIAN, as General Partner of MANGURIAN PARTNERSHIP, who is personally known to me to be the person whose name is subscribed to the within Power of Attorney, appeared before me this day in person and acknowledged that he signed, sealed and delivered the said instrument in writing as his free and voluntary act and deed, for the use and purposes therein set forth. Given under my hand and seal this l` day of December, 1995. WITNESS my hand and official seal. My commission expires: FEC fi 43fi5S ��• .19. tlVL V ltltli. �4IL�RED ALSDQRF. COUNTY CLERK QUIT CLAIM DEED • PIERCE MANGURIAN, for the consideration of Ten Dollars and other valuable consideration, in hand paid, hereby sells and quitclaims to MANGURIAN PARTNERSHIP, whose address is P.O. Box 159, Paonia, CO 81428, the following real property in the County of Garfield, State of Colorado, to -wit: AR19 .D 8 1992 Township 5 South Range 92 West, 6th P.M. Mato Doo. Fes W.lu1 000 r t _L -kJ Section 18: S'/2SW'/ (being Lot 4 and SE'/SW'/), excepting only the surface estate in the northerly 50 feet thereof as described in that certain deed recorded in Book 394 at Page 364 of the Garfield County, Colorado, records; Section 19: S' S', NW'/ (being S'/z of Lot 2 and the S1/2SE'/NW'4); NE'/4SW'/; East 30 acres of the SE'/SW'/+; N'NW'A (being Lot 1 and the' NE'/ NW'/ ); N'S'NW'A (being N' of Lot 2 and the N'hSE'/NW'/4); and a tract of land containing 5.87 acres, more or less, which is more specifically described as Parcel 3 in that certain deed to George Christensen recorded July 26, 1966, at Book 377, Page 547, of the Garfield County, Colorado, records; and that part of the N' W'W'SE'/SW'/ lying easterly of the centerline of Rifle Creek as described in that certain deed recorded October 2, 1975, in Book 479 at Page 469 of the Garfield County, Colorado, records; Township 5 South, Range 93 West 6th P M. Section 24: NE y NE 1/ Together with all ditch and water rights appurtenant to or used in connection with said land. Together with a non-exclusive easement for purposes of ingress and egress twenty (20) feet in width adjacent to and immediately West of the Fist line of the S'hW' W'SE'/SW'/ of said Section 19. EXCEPT that tract of land and ditch and water rights conveyed to Ann Catherine Robinson by Executor's and Trustee's Deed dated January 1, 1971, and recorded January 28, 1971, at Book 416, Page 445, of the records of the Clerk and Recorder of Garfield County, Colorado. AND EXCEPT that tract of land situated in Lot 4 and the SE1ASW'/ of Section 19, Township 5 South, Range'92 West of the Sixth Principal Meridian, Garfield County, Colorado, lying Northerly of the Northerly right of way line of County Road No. 251 and Easterly of the centerline of Rifle Creek, said parcel of land is more fully described as follows: $ EXP. DliUn . LjVv 1 Mur+- - Beginning at the Siwest Corner of said Section 19; whc410 an iron pipe with a brass cap, being a reference monument for said corner bears: N. 00°10'00" W. 219.80 feet; thence, from said comer, N. 87°20'25" E. 1335.80 feet to the intersection point of said centerline creek and said right of way line, the TRUE POINT OF BEGINNING; thence, along said centerline creek, N. 36°10'00" E. 55.00 feet; thence N. 26°00'00" E. 60.00 feet; thence S. 83°40'00" E. 80.00 feet; thence No. 59°40'00" E. 35.00 feet; thence No. 02°30'00" E. 35.00 feet; thence N. 19°45'00" W. 130.00 fft; thence N. 15°08'40" E. 72.48 feet; thence No. 06°52'30" W. 151.00 feet; thence N. 26°15'00" E. 75.00 feet; thence N. 08°05'00" E. 115.00 feet; thence N. 47°05'00" E. 63.00 feet; thence N. 49°15'00" W. 87.00 feet; thence N. 23°45'00" W. 65.00 feet; thence, leaving said centerline creek, East 216.29 feet; thence S. 00°11'42" E. 824.43 feet (Record S. 00°04'59" E. 825.00 feet) to a point on said right of way line; thence S. 89°57'39" W. along said right of way line 351.43 feet to a point in said centerline creek, the TRUE POINT OF BEGINNING, containing 3.97 acres, more or less. AND EXCEPT that tradt of land situated in the NE 14 of the NE 1/ of Section 24, Township 5 South, Range 93 West of the 6th P.M., more particularly described as follows: Beginning at the NW corner of said NE1/ of the NE1, which is marked by a Brass Cap on a steel pipe; thence N. 89°30'34" E. 325.00 feet along the Section line; thence S 67°46'34" W 351.07 feet to the West line of said NE'/ of the NE1 ; thence along said West line, North 130.00 feet to the point of beginning, containing .485 acre more or less. Signed this %r'"` day of All- , 19 /-1. STATE OF COLORADO COUNTY OF /-32,1.6t, ) ss. etAZ- A/ Pierce Mangurian The foregoing quit claim deed was acknowledged before me this it -fit' day of , 19 q.), by Pierce Mangurian. WITNESS my hand and official seal My commission expires: 4/acy9 3 • • SCHENK, KERST & deWINTER, P.C. ATTORNEYS AT LAW SUITE 310, 302 EIGHTH STREET GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE: (970) 945-2447 TELECOPIER: (970) 945-2440 JOHN R. SCHENK DAN KERST WILLIAM J. deWINTER, III May 8, 1996 Mark Bean Garfield County Planning Department 109 Eighth Street Glenwood Springs, CO 81601 Re: Mangurian Partnership Subdivision Exemption Application Dear Mark: 14AY 0 1996 We are trying to resolve the boundary line question with Dr. and Mrs. Word and are engaged in discussions with Tom Stuver. Due to absentee parties, that process is a bit more protracted than anticipated. Therefore, Mangurian Partnership requests an extension of 120 days for the submittal of the final plat for this subdivision exemption of a single lot. Thank you. JRS/clh cc: Mangurian Partnership Tom Stuver H:UR.S\PM\BEAN. LIR JOHN R. SCHENK DAN KERST WILLIAM J. deWINTER, III • • SCHENK, KERST & deWINTER, P.C. ATTORNEYS AT LAW SUITE 310, 302 EIGHTH STREET GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE: (970) 945-2447 TELECOPIER: (970) 945-2977 December 13, 1995 Board of County Commissioners GARFIELD COUNTY COURTHOUSE 109 Eighth Street Glenwood Springs, CO 81601 Re: Mangurian Partnership Letter in Support of Petition for Exemption and Narrative in Conformance with the Subdivision Regulations Ladies and Gentlemen: Pursuant to the Garfield County Subdivision Regulations, Mangurian Partnership respectfully petitions the Board of County Commissioners for an exemption to create three (3) exempt lots consisting of 3.907, 3.907 and 3.923 acres, respectively, each along County Road 251 in the SE 1/ SW'A of Section 19. A sketch map and a vicinity map is enclosed showing the lot proposed for subdivision exemption. By way of summary, the Applicant has owned the property since November 12, 1971, either directly in the name of Pierce Mangurian or Mangurian Partnership, a property holding entity used for estate planning. The deeds evidencing ownership are enclosed with the application. The proposed exempt lots will be served by water from a well drilled under the provisions of C.R.S. 37-92-602(1)(b)(II)(A), whereby an owner of a tract of land 35 acres or more in size may obtain an exempt well permit for ordinary household purposes. A well permit for the SE1ASW1/4 of Section 19 will be sought to serve these parcels. The proposed exempt lots will be served by a ISDS waste water system. No connection to a community water or sewer system will be sought for the property. Access to each proposed exempt Lot will be from County Road 251. H: VRS \PM\COMM 1551. L'1R • • December 13, 1995 Page -2- The area in the vicinity of the proposed exempt lot has a number of smaller lots and these proposed exempt parcels will not materially impact the character of the neighborhood. These lots will not significantly affect adjacent agricultural operations. The Commissioners' review of this application is sincerely appreciated. JRS/clh Enc. cc: Mangurian Partnership (w/enc.) 1-1,112S \ PM \ COMMISSI.LIA • GARFIEL6 COUNTY SURVEYAS OFFICE FEB. 27, 1997 GARFIELD COUNTY PLANNING DEPT. 109 EIGHTH STREET GLENWOOD SPRINGS, CO. 81601 ATTN: MR. MARK BEAN, DIRECTOR RE: COUNTY SURVEYOR REVIEW OF THE MANGURIAN SUBDIVISION EXEMPTION PLAT. DEAR MARK; I HAVE REVIEWED THE ABOVE REFERENCED EXEMPTION PLAT AND NOTE THE FOLLOWING: NO COMMENTS NOTED SHOULD YOU HAVE ANY QUESTIONS, PLEASE FEEL FRE ^ TO GIVE ME A CALL. S, ERELY; Ail I —111! 1AL AMUEL PHELPS AS GARFIELD COUNTY SURVEYOR CC: KEN WILSON, P.L.S. SENT VIA FAX: (970) 945-5948 COUNTY FILES 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