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HomeMy WebLinkAbout1.0 Application• • W o Ai % kq e.c- 2) --z� BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) -(d) as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted September 1, 1972 and amended April 14, 1975, Section 1.02.17 (d) and 3.02.01 the undersigned az-e-0.,,, aa, 6., respectfully petitioners the Board of County Commissioners of Garfield County, Colorado, to exempt by resolution the division of 65/.‘,234) acre tract of land into -, tracts of approximately y O .7(/ acres each, more or less, and which tract to he subdivided is more particularly described as follows: (legal description - attach separate sheet if additional space is required) f `�'� a-[:_t�rrv.- L. yy1.10.0-) , from the definitions of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30-28-101 (a) -(d) and the Garfield County Suhdivision Regulations, for the reasons stated below: av � � %�, .� Gam - In support of this petition, the petitioner also submits the following: (a) Map drawn to scale showing proposed lot subdivision and access (b) Copy of deed (c) Vicinity map (d) State on source of domestic water (e) Statement on method of sewage disposal (f) 100 year floodplain information where live stream crosses or adjoins said tract (q) Fee in the amount of $ 7y, ,r0 (h) Evidence of the soil types Submitted at Glenwood Springs, Colorado, this & hAL day of QJj , 19� Petitioner 3 `) )9 / 3 � .k -20t,. Mailing Address �1 (-/.-Id a` L -C- V4( .g) C,G. 94/J1S4/0L Telephone Number • r CERIS'E....=........«...� JOLLEY................ VV ASQUEZ:,:::.,<,,.w,. . Le•i ai� 1 • ;" w; u j! is :..3 '!l • _' __ West Glenwood Springs Water District c/o Ronald W. Johnson P. 0. Box 983 Glenwood Springs, Colorado 81601 June 23, 1980 Garfield County Board of County Commissioners P. O. Box 640 Glenwood Springs, Colorado 81601 Re: Supply of Water Bowles Subdivision Exemption Gentlemen: The purpose of this letter is to advise you that the West Glenwood Springs Water District encompasses the pro- perty which is the subject of the above -referenced subdivision exemption request,located at0398 County Road 132, west of Glen- wood Springs, Garfield Lounty, Colorado; and that the West Glenwood Springs Water District is obligated to supply water for said property, and will supply water to said property, within the limitations of its ability at the time of request for tap onto the water lines of West Glenwood Springs Water District. Should you have any further questions with reference to this matter, please feel free to contact me. RB:v cc: Very truly yours, Robert Berg, resident West Glenwood Springs Water District Allan R. Bowles 0115 Chaparral Circle Glenwood Springs, CO 81601 • • NAME: PURPOSE OF EXEMPTION: EXEMPTION _2 ,APPnegi ,/ 34i X55 R5914/ ZONING: R/2 -/SD QUALIFICATION FOR S.B. 35 2 -7-Y2(4hli ono_ LOCATION OF SITE: WATER: .—Gt DIV. OF WATER RESOURCES RESPONSE: SEWER: Itie..4S1'/ CHECK LIST: X FEE PAID ($50 +1.00/acre for each parcel created under 35 acres) MAP showing proposed lots and access ,)C DEED i� VICINITY MAP OV/A 100 yr floodplain info. SOIL MAP IF community water, letter of approval from governing body COMMENTS: oir4zLvAJI;) Garfield County Surveyor's Office Samuel Phelps - Colorado Registered Professional Land Surveyor No. 27613 Thursday, February 21, 2002 Mr. Mark Bean, Director Garfield County Planning Dept. 109 Eighth Street Glenwood Springs, CO. 81601 Re: Plat review of the Amended Bowles Subdivision Exemption Plat. Dear Mark; I have reviewed the above referenced exemption plat and note the following comments or corrections to be made to this plat prior to approval for survey content and form: 1. All Monumentation, found or set, must be fully described on the plat in accordance with 38-51-106(F) CRS. What monument is found at the Southwest corner of Section 34? 2. The annotation on the Plat of "Curve Table" should read "Line Table". 3. The text size of the boundary dimensions and table shown on the plat will be illegible after recording and filming. Legible drafting is a requirement of the County Subdivision regulations and therefore the text should be rescaled to a minimum of L80. Sin re , e—r'' calgtd Samuel Phelps As Garfield County Surveyor GARFIELD COUNTY COURTHOUSE BUILDING 1 09 EIGHTH STREET, SUITE No. 207 GLENWOOD SPRINGS, CO. 81 601 ■ Amended Plat Application Form Applicant Name: AIIIW 5okl/es Please attach a brief description of the amendments to take place, then sign and attach to this application. Subdivision Name: go iv s Owner: Engineer/Planner/Surveyor: P Bvkcc d Mav/lee &S)/es CCt./Y ow d- l,Ja I lie, Location: �/ /a, 5 W i/ y Section 3 y Township S S,Range Change in Public Access? YES f Yes Where? Existing Zoning: PL 5 D Change in Easements? YES 0 If Yes Where? Original Lot(s) Size(s) f A 6a , 6 to a< v e s %.racf //, Ss' .res Planning Department Review Fee: County Surveyor Review Fee: Total Filing Fee: $100.00 $40.00 $140.00 My home is located on Tract B. Over ten years ago I sold Tract A to my son, Bruce Bowles and his wife Mary Lee Bowles. Since that time, they have built a home on their property and have lived there ever since. By mutual agreement we recently decided the boundary line between the two properties should be moved southward to coincide with a cross -fence that has been there for over twenty-five years. It seems to us that it would be the logical location of the boundary line between our properties; thus this request for the plat amendment. Secondly, I wished to connect the easterly boundary of Tract B, as shown on the plat. Respectfully, 17;w ti ( 1 Allan Bowles ri us'- 5.6 . Bruce Bowles /p?6x f,)_FtcrZ/1TE Elbow ) • ark ‘ • o 3 5 Drive-in ,Thea ter F •`, 7085 L6_,00 8 \ 6) • West Glenwood Springs Water District c/o Ronald W. Johnson P. 0. Box 983 Glenwood Springs, Colorado 81601 June 23, 1980 Garfield County Board of County Commissioners P. 0. Box 640 Glenwood Springs, Colorado 81601 Re: Supply of Water Bowles Subdivision Exemption Gentlemen: The purpose of this letter is to advise you that the West Glenwood Springs Water District encompasses the pro- perty which is the subject of the above -referenced subdivision exemption request, located at 0398 County Road 132, west of Glen- wood Springs, Garfield Lounty, Colorado; and that the West Glenwood Springs Water District is obligated to supply water for said property, and will supply water to said property, within the limitations of its ability at the time of request for tap onto the water lines of West Glenwood Springs Water District. Should you have any further questions with reference to this matter, please feel free to contact me. Very truly yours, Robert Berg, resident West Glenwood Springs Water District RB:v cc: Allan R. Bowles 0115 Chaparral Circle Glenwood Springs, CO 81601 ,ROBER1f DELANEY KENNETH 9ALCOMS JOHN A.THUL.SON EDWARD MULHALL,JR. ROBERT C CUTTER SCOTT M. BALC OMB DAVID R. STUROES LAWRENCE R, GREEN r • DELANEY & BALCOMB ATTORNEYS AT LAW DRAWER 780 GLENWOOD SPRINGS, COLORADO 81601 June 11, 1980 TO WHOM IT MAY CONCERN: 919 COLORADO AVENUE 046.9845 TELEPHONE 943-[371 AREA CODE 303 RE: West Glenwood Springs Sanitation District This is to advise that pursuant to action of the Board of Directors of the West Glenwood Springs Sanitation District taken on June 10, 1980, the District is in a position to service the property purchased by Dr. Allan Bowles from Mr. and Mrs. Chester Earnest lying northerly of County Road 130 and at the westerly end of said road. The statement that service can be furnished is premised upon the development being low density in nature and, of course, final design and total number of units for which service is requested would have a bearing upon this. When the subdivision is developed is also of importance and whether or not other subdivisions come on line prior to the property owned by Dr. Bowles would have an impact on whether or not service can be furnished. In any event, there is capacity in the treatment facilities and collection system of the District at the present time. Very truly yours, DELANEY & BALCOMB By JAT:sjg o n A. Thulson ap Unit No. 146DE SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification • • • • • More than 60 inches Clay loam Clay loam, clay Loam, clay loam ML, CL, CH, CL -ML Permeability Slow Percent coarse fragments 0-5 (greater that; 3 inches) Salinity (ECx10' 6 25°C) . pH (surface) 7.9-8.4 Shrink -swell Potential Moderate to high Potential frost -action (surface) Moderate Flood Hazard None Hydrologic Group C Corrosivity Steel (uncoated) High Concrete Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields S Peres slowly Sewage Lagoons S Slope Sanitary Landfill Trench S Too clayey Area M Slope Shallow Excavations S Too clayey Dwellings w/basements S Shrink -swell, low strength w/O basements S Shrink -swell, low strength Local Roads & Streets S Shrink -swell, low strength. SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil Fair, too clayey, slope Poor, shrink -swell, low strength lJxu;ui ted Unsuited Fair, thin layer, slope SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION • 1 146DE-Holderness Variant clay loam, 6 to 25 percent slopes. This deep, well drained, moderately sloping to hilly soil is on alluvial fans and valley sideslopes. It formed in fine textured sediments from shale and sandstone. Elevation ranges from 6,500 to 7,500 feet. The average annual precipitation is about 17 inches, the average annual air temperature is about 43 degrees F., and the average frost -free period is about 95 days. Typically, the surface layer is grayish brown clay loam about 11 inches thick. The subsoil is grayish brown or light brownish gray clay about 41 inches thick. The substratum is light brownish gray calcareous clay loam that extends to a depth of more than 60 inches. Included with this soil in mapping are small areas of Dollard and Tanna soils. These soils make up about 5 to 10 percent of the unit and have slopes of more than 25 percent. Permeability of the Holderness soil is slow. Effective rooting depth is 60 inches. Available water capacity is high. Surface runoff is medium and erosion hazard is slight. This soil is used mainly for livestock grazing, with some small areas of irrigated pasture and hay. Flooding is the usual method of irrigation. This soil is easily compacted by machinery or ii.ver.tock. It takes water nlowly. Thu na.t.ivc; vt:60.ri.tioti on thin nni 1 wli,•ar;ra;.i:, Letterman needlegrass, mulesear, and big sagebrush. r 1L6DE-Holderness Variant clay loam 2 When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and improves deteriorated range condition. Reduction in brush improves deteriorated range sites. Seeding is advisable on slopes less than 15 percent if the range is in poor condition. Suitable plants for seeding are western wheatgrass, pubescent wheatgrass, and big blue- grass. For successful seed.irrgs it is a good practice to prepare a seedbed and drill the seed. Some of the wildlife that use this soil for habitat are mule deer, cottontail rabbit, and gray squirrel. This soil has limitations for community development and source material. High clay percentage and shrink -swell, low strength, and steep slopes are the main factors limiting development. Road and dwelling designs must provide for good drainage to minimize the effects of shrink -swell and soil slumping. Capability subclass IVe; VIe dryland. L9 e7p Zap 1Jr 1 V /«r1 G 2G%E C S Depth to i-iro:: Texture Surface 9tLsell Su6%m±m: Unified C2yi£icetLon Permeability 2»:atz Percent craw z lcz (z:c:1 9 »2 3 is/x z) Salin.ty (DG.:/:1c§ 2\dd Q! (urra e) dminande2! roll»,! 1'1 1i 2 (: v) £:: w! Hydrologic Gzmm Cer-osivity 2 G +l (u c gated) Ae<rete DEGREE & £ «w OF 1IMITATIONS (0 is Slight, 2 iz Sadcrate, { is Srvca) Septic,. T«., 2!« +Eric: Li el dr .. sewage Lag - z Sanitary Lw 11111 0 Shallow Excavatiocr Dwellings 4/basements w/O basements Local Roads' & ztrcefs « HTAhlr Y Daily Cover for S w11111 Boad£ill Sand Gravel Topsoil SUBJECT 70 CHANGE. NOT TO BE USED IN [LACE OF ON -HTE I vEy:lGaliC• :.,•t, is p Unit. 1fa_:_.._' SOIL CHAr;!CTEE1. 1 Depth to t c: ock Texture Surace S.ut sc it "ut.r::tuia Unified Clue,:Afacat.ien Permeability Percent coarse fragment (greater thar i r che:;) Salinity (ECx10' t=' 2` C) pH (surface) Shrink -swell 1O` ent i A Pntent 'i,i1 f're:.1 1 iiui (:.iiiI,ir � ) Flood ILi.arl Hydrologic Group Corrosivity Steel (uncoated) Concrete l , r. DEGREE & KIND OF LIMITATIONS (0 is Slight, M i.: Moderate, S. is Severe) Septic Tank Absorption Fields : 0 Sewage Lagoons : S Seepage, small stones Sanitary Landfill Trench : S Seepage, too sandy Area : S Seepage Shallow Excavations : S Cutbanks cave Dwellings w/basements : 0 w/0 basements : 0 Local Roads & Streets : 0 SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Poor Too sandy, seepage Roadfill : Fair Large stones Sand : Fair Large stones Gravel : Fair Large stones Topsoil : Poor Small stones SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION • f X11}3-Atencio-Azeltine complex, 1 to 3 percent, slopes. These nearly level to gently sloping soils are on alluvial fans and terraces. The soils formed in mixed alluvium from redbed shales and sandstones. Elevation ranges from 5,000 to 7,000 feet. The average annual pre- cipitation is about 14 inches, the average annual air temperature is about 47 degrees F., and the average annual frost -free period is about 110 days. The Atencio soil makes up about 45 percent of the mapping unit and the Azeltine soil about 45 percent. Gravel bars, which make up about 10 percent of the unit, occur in some areas. The Atencio soil is deep and well drained. Typically, the surface layer is dark reddish gray sandy loam about 5 inches thick. The subsoil is sandy loam to gravelly sandy clay loam about 18 inches thick. The substratum is f;ravelly sandy loam that grades into :;and, cobble, and gravel at depths between 23 and 30 inches. Permeability of the Atencio soil is moderately rapid. Effective rooting depth is 20 to 25 inches. Available water capacity is low. Surface runoff is slow and the erosion hazard is slight. The Azeltine soil is well drained. Typically, the surface layer is reddish gray gravelly sandy loam about 8 inches thick. The underlying layer is reddish brown gravelly sandy loam about 10 inches thick. The substratum is calcareous .sand, p. rav 1 , and c,eLble to depths of 60 inches or more. Permeability of the Azeltine soil is moderately rapid. Effective rooting depth is about 18 .inches. Available water holding capacity is very low. Surface runoff is slow and the erosion hazard is slight. X11B-Atencio-Azeltine complex 2 These soils are used mainly for livestock grazing and cropland. Alfalfa, ,small grains, potatoes, and grass -legume hay are the main crops grown. Flooding is the main method used for applying irrigation water. Conservation practices that include grass waterways and minimum tillage are necessary to avoid serious erosion losses. Cover crops or stubble mulching in dryland farming areas will also help to eliminate erosion losses. The native vegetation of these soils is mainly Indian ricegrass, western wheatgrass, big sagebrush, and needleandthread. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and improves the range condition. Seeding is a good practice if the range is in poor condition. Suitable plants for seeding are crested wheat - grass, western wheatgrass, and Russian wildrye. For successful seeding, a good practice is to prepare a seedbed and drill the seed. Reduction in brush improves deteriorated range sites. Wildlife using these soils for habitat include pheasant, dove, rabbit, squirrel, and some deer. These species obtain their food and shelter mainly in the areas of cropland. These soils have good potnrrt. i;r 1 for eommun i 1.y clry 1 npment:. or for use as source material. Special design must be used for the installation of septic tanks and leach fields di.ae to secpage and the possibility of ground water pollution. Capability subclass IVs, irrigated; VIe, nonirrigated. Map Unit No. X29EF Part A SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification Permeability Percent coarse fragments (greater than 3 1 ne_hes ) Salinity (ECx1O- til 25'c) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete : 2Q-40 inches : Stony sandy loam : Very stony loam, very stony sandy loam : Bedrock SM, GM, ML : Moderate to rapid . 10-65 7.1_i-8.14 Low Low None C Moderate Low DEGREE &•KIND OF LIMITATIONS (0 is Slight, M is Moderate,.S is Severe) Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill Trench Area Shallow Excavations Dwellings w/basements w/O basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION : S Slope, depth to rock S Slope, seepage, small stones S Slope, depth to rock, seepage S Slope, seepage : S Slope : S Slope : S Slope : S Slope : Poor Slope, small stones : Poor Slope, stones : Poor Excess fines, thin layer : Poor Excess fines, thin layer : Poor Slope, thin layer ap Unit No. X29EF Part B SOIL CHARACTERISTICS Depth to bedrock : 10-20 inches Texture Surface : Loam Subsoil : Loam, stony loam Substratum : Bedrock Unified Classification : CL -ML, SM -SC Permeability : Moderate Percent coarse fragments : 5-45 (greater tha9 3 inches) Salinity (ECx10 e 25°C) pH (surface) : 7.9-8.4 Shrink -swell Potential : Low Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group D Corrosivity Steel (uncoated) : High Concrete : Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S as Severe) Septic Tank Absorption Fields ; S Slope, depth to rock Sewage Lagoons : S Slope, depth to rock Sanitary Landfill Trench ; S Slope, depth to rock Area ; S Slope A Shallow Excavations S Slope, depth to rock Dwellings w/basements : S w/O basements b Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil 10 Slope, depth to rock Slope, depth to rock S Slope, depth to rock Poor Slope, thin layer Poor Slope, thin layer, stones Unsuited . Unsuited Poor Slope, thin layer, stones SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION f /'`rrf-fWt. X29EF-A 1'= 3a i -Rock outcrop complex, 12 to 65 percent slopes. These strongly sloping to steep soils are on mountainsides and sloping alluvial fans. They formed in redbed shales and sandstone alluvium. Elevation ranges from 5,500 to 7,500 feet. The average annual precip- itation 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 mapping unit, Ansari about 35 percent, and Rock outcrop about 20 percent. The Arle soil is moderately deep and well drained. Typically, the surface layer of the Arle soil is reddish brown very stony loam about 10 inches thick. The underlying layers consist of reddish brown very stony loam about 22 inches thick. Soft reddish brown sandstone and shale are found at about 32 inches. Permeability of the Arte soil is moderate. Effective rooting depth is about 30 inches. Available water capacity is low. Surface runoff is medium and the erosion hazard is high. The Ansari soil is shallow and well drained. Typically, the surface layer of the Ansari soil is reddish brown loam about 10 inches thick. The substratum is reddish brown stony loam that rests on hard reddish brown sandstone. Permeability of the Ansari soil is moderate. Effective rooting depth is about ]8 inches. Available water capacity is ]ow. Surface runoff is rapid and the erosion hazard is high. X29FF-pRock outcrop 2 This complex is used mainly for livestock grazing and wildlife habitat. The native vegetation on the Arle soil is mainly western wheatgrass, Indian ricegrass, mountainmahogany and scattered Gambel oak, Utah juniper, and pinyon pine. The native vegetation on the Ansari soil is mainly Indian ricegrass, western wheatgrass, big sagebrush, and scattered pinyon pine and Utah juniper. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and improves range condition. Seeding and brush removal are not a good practice because of steep slopes, Rock outcrop, and depth to bedrock. Wildlife using these soils for habitat include mule deer, rabbit, and grouse. Potential for community development or for use as source material is limited mainly by depth to rock, steep slopes, thin layers of borrow material, and low strength. Special design can overcome these limitations. Drainage and snow melt runoff control structures will control erosion around construction sites and roads. Capability subclass VIIe. Map Unit N. SOIL CHARACTERISTICS Depth to Bedrock Texture Surface Subsoil Substratum Unified/AASHO Classification: Permeability (below 2 feet) : Percent Coarse Fragments (gravel, cobble, stone) . Soil Reaction (pH) Shrink -Swell Potential Potential Frost Action (surface) Flood Hazard Hydrologic Group Corrosivity - Steel - Concrete DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption ' Fields Sewage Lagoons Sanitary Landfill - Trench , - Area Shallow Excavations Dwellings w/basements w/o basements Local Roads and Streets SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill Topsoil Sand Gravel Roadfill OTHER SOIL FEATURES "ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACE OF ON-SITE INVEST fl ATTON. s ! RL-Torriorthents-Rock outcrop complex, steep. This broadly defined unit consists of sandstone and shale bedrock exposures and very shallow to moderately deep stony soils overlying sandstone and shale bedrock and stony basaltic alluvium. Relief is moderately steep to very steeply sloping on slope gradients ranging from 15 to 70 percent. This broadly defined unit occurs intermittently throughout the soil survey area. The Torriorthents snake up about 60 percent of this unit. They are on the foothills and mountainsides. urriderl.ying sandstone and shale bedrock exposures consisting pri- marily of Mesa Verde sandstone and Wasatch shale. The soils are shallow to moderately deep, and generally are clayey to loamy in texture with a variable amount of gravel, cobble, and stone through- out. The surface is normally stone covered due to weathering of overlying bedrock exposures being carried down slope by gravity. Basalt stones and cobbles occur on the surface in the area south of the Colorado River in the soil survey area. Rock outcrop makes up 25 percent of this unit. The Rock outcrop consists mainly of Mesa Verde sandstone, Wasatch shale, and basaltic boulders and stones. There are small areas of lime- stone and gypsum Rock outcrops in the eastern part of the soil survey area. RL-Torriorthents-Rock outcrop complex, steep 2 Included in the mapping of this unit are small isolated areas of Ildefonso, Lazear, Ansari, Gaynor, Tridell, and Nihill soils. These soils are very scattered, occurring intermittently throughout this unit, and making up 10 to 15 percent of this unit. This unit has limited livestock grazing value. Native vegeta- tion includes wheatgrasses, bluegrasses, Indian ricegrass, needle - grasses, bitterbrush, sagebrush, mountainmahogany, and an overstory of pinyon pine and Utah juniper trees. It is also used for wildlife and recreational purposes. Most of this unit is a prime deer wintering area. Other game animals such as rabbits, coyotes, and a few elk use this for food and protective cover. The amount of stone on the surface, the percent of Rock out- crop, and the steepness of slope make this unit unsuited for use as cropland. Management of the vegetation on this unit should be designed to maintain a wood product and limited livestock grazing. Selective thinning of the pinyon -juniper may improve the understory resource for grazing while obtaining firewood and posts. Steep slopes, moderate to severe erosion hazard and slow re -growth of the trees need to be considered in harvesting operations. • RL-Torriorthents-Rock outcrop complex, steep 3 For community development, the main limiting soil features are the percentage of Rock outcrop, steep slopes, and soil stoniness. These may be overcome by appropriate design and construction or alternative methods. Capability subclass VIIe, nonirrigated. Recorded at o'cloc Reception No, 4411 THIS DEED, blade this / f day of between CHESTER T. EARNEST and GLADYS EARNEST ,1979, of the County of Mesa and State of Colorado, of the first part, and ALLAN A. BOWLES and JOYCE M. BOWLES_ 0398 County Road 132 !$ hx-pawtlpcgt.M.U, Glenwood Springs, County of Garfield and State of whose legal address is of the Colorado, of the second part: _Recorder. FILING STAMP NOV - 1 1979 STITE ^"CLNFYT':Tf Ilrl�V WITNESSETH, that the said party of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable consideration i7iirefitii)Xto the said party of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the said parties of second part, their heirs and assigns forever. not in tenancy in common but in joint tenancy, all the following described lot or parcel of land, situate, lying and being in the County of Garfield and State of Colorado, to wit: T. 5 S., R. 89 W., 6th P.M. Sec. 34: WzSW4 except those parcels deed out by Doc. Nos. 157932 and 235492; also known as street and number 0398 County Road 132, Glenwood Springs TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise apper- taining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the said party of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said parties of the second part, their heirs and assigns forever. And the said party of the first part, for himself, his heirs, executors, and administrators, does covenant, grant. bargain and agree to and with the said parties of the second part, their heirs and assigns. that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever kind or nature soever, except patent reservations, existing easements and rights-of-way, and water service agreement as amended recorded in: Book 311 at Page 287 and Book 515 at Page 418, and taxes for 1979 payable in 1980, and the above bargained premises in the quiet and peaceable possession of the said parties of the second part, the survivor of them, their assigns and the heirs and assigns of such survivor, against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said party of the first part shall and will WARRANT AND FOREVER DEFEND. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF the said party of the first part has hereunto set his hand and seal the day and year first Iabove written. Signed, Sealed and Delivered in the Presence of I� / CHESTER T. EARNEST [SEAL] f LADYS $ARNES` [SEAL] [SEAL] STATE OF COLORADO i rtlr�,'�_ County of Garfield ss. '-a-the folegoiri strument was acknowledged before me this % - a ,bys i tH€T$fi T. EARNEST and GLADYS EARNEST. :.j hl3r Corami4-0)n expires tM; day of ,19 79. y4 9 ess my and and official seal. Notary Public No. 921A. WARRANTY DEED.—To JointTenants. —Copyright ©1978 Bradford Publishing Do..1325-SS Stout Street, Denver. Colorado (523-5010 —1-78 c •oM uogdaaag 0 0 Ox ut papaoaaa Ainp puu'•y� O (0 for record in my office this 0 0 I hereby certify that this instrument was filed `OCIVII0e100 IO �sdss m O Q32U A N Y lIVM L O� ? D ;441