Loading...
HomeMy WebLinkAbout1.0 ApplicationBEFORE 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 e. CA -4--6 wr A4 , 5 , Ci b h) respectfully petitioners the Board of County Commissioners of Garfield County, Colorado, to exempt by resolution the division of tracts of approximately Ca which tract to be subdivided is more Ski ,41 sec: acre tract of land into acres each, more or less, and particularly described as follows: (legal description - attach separate sheet if additional space is required) Z R, '8 T 7 5 (Co. (09 N 6 is ho*e.ffi's from the definitions Cristo() River: 1 !St ►-►c) ) Z pri epttia.�' cm IP.Yyet- ce oVerleo k'dsirj Cr s .I% Rsvd-1,- bottat a -r ,. • 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 Sruhd-iivision Regulations, for the `reasons stated below: C6/ I{1 proeperty be' kk� 5' id 9L ti�'f G(eco! ha.5 bee o.tfuvier Same 0144ity 4.:;16-1) +O- OVe.r 10 y&,1) -S, (t) Pa404: tvdi be �mr rid—it—re 5 1:44 (34.y` -5 - e Xellekt — t Oce- ct 2_ In support of this petition, the petitioner also submits the following: cer Map drawn to scale showing proposed lot subdivision and access Copy of deed Vicinity map State on source of domestic water Statement on method of sewage disposal (0'100 year floodplain information where live stream crosses or adjoins said tract (g) Fee in the amount of $606).(2r) (h) Evidence of the soil types Submitted at Glenwood Springs, Colorado, this day of fre: Peti Toner 5 q1• %r.�. /, , 19 . Mailing Address /4 i C.4. Co >/Z2 3 Telephone Number NAME: PURPOSE OF EXEMPTION: EXEMPTION ZONING: ,,eJ/e/,e'...6 QUALIFICATION FOR S.B. 35 -74e/Azji' !h__{),,L7_, Aakt �...r /' _ !% 4 ,r 1 • LOCATION OF SITE: / C{e, /(:)q WATER: DIV. OF WATER RESOURCES RESPONSE: 5-/9 .e6,2> SEWER: c ' f,% -(2) 1 / J6./7(4'2Lh (�) j CHECK LIST <�� i. I> / �� V'��hnd O FEE PAID ($50 +1.00/acre for each parcel created under 35 acres) k MAP showing proposed lots and access DEED VICINITY MAP )( 100 yr floodplain info. SOIL MAP IF community water, letter of approval COMMENTS: /. 2 -c J, At/0)6D Ct) from governing body n C CA 0 G k 4. F. Q \ 7 --, / • 12,4\ �i .r= ,,----'I . n .4-------d i' r' ' ^a^r)0)1f5Gh �. 1. _,,_ 1 ?Aon a •1 S -)ii Sf�uci /� cn ��k I Q Q .06 f 1/11i' J ,- ‘ 7/5"elUltA \�� c M • • 7 y -1 - /6W „id( cd Se -pt -t. -1J-e-ee ,e,/ a -L -c/ 1/ p cy 4-4 7%-"--•074 C /971 7.aikt°741-- cd _ > 141 „ 661054.4..) - 11111) Unit No.____ SOIL CHARACTERISTICS Depth to Bedrock Texture Surface :Trod. dont, i n ;4TI4: , vTrw.:H :1 r nni Subsoil : t'i:;n s9nl'1V lcr, t, lo9m Substratum : r,rt;,�l rrnve1. Unified/AASHO Classification:Mf,; jr; ;'v't: A-4, A-2 Permeability (below 2 feet) :rnrid Percent Coarse Fragments (gravel, cobble, stone) ::`, to HO Soil Reaction (pH) :7.4 to b.4 Shrink -Swell Potential :low Potential Frost Action (surface) : rnoclf_ rate Flood Hazard Hydrologic Group :B Corrosivity - Steel : }ii f h Concrete :Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M in Moderate, S is Severe) Septic Tank Absorption Fields :S - h i. frh wrtt.ert9bl cart Sewage Lagoons - high wntn T•tnbin , too , oopage Sanitary Landfill - Trench :S - high w,;te rt ahl F+, sonpflg.t. - Area :S - high watertHbin, ;;of)1,nou Shallow Excavations - high weitortahl e5, cutbrt.nks cr+v� Dwellings w/basements : - high wat+ rtrtble, floo(ls w/o basements :S - hip;h watt3rtabl e , flo,)(1 Local Roads and Streets :S - frost. actic)n , fl000s , hi f,h wrltert.ntllt SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill :Poor - too s(',tpnf;o, hif,h wOttort. ut) f Topsoil :Poor - high wni.o,rtrihin, Sand :Fair - h if;h watortuhle , smrll l st 'nr3s Gravel :Fair below lb 1nrhns; floods, high vrntmrt'ii Roadfill :Poor - hiKh watartuhly OTHER SOIL FEATURES 1'ol l ut i,'n of p;round water "ADVANCE COPY SUBJECT TO CHANCE" NOT TO BE USED IN PLACE OF 0id-Sl'1'I! F •.r 1.1 ; (.,'1!r('1 --:k !leta ), 1 1,o 1.2 Iii. '('e u1, i .,e are me(leral,(:1y deep, i+o rlv drained soi ls on terra ees a: 1 •,, 1ey hott,7.:7. They forriel in alluvia] nate is i 3 from mi • ed minerolory parent ma1orirrla. Ing o led in this unit aro small ar !as of deeper soils (convex pei•uions), all ha^i slopes of 3 to 12 percent:. Typically the surface layer is black loam abo, t 8 inches trick. The suhsur4':+.ce is dark brow, lows to sand.. loam about 20 inches thick. The substratum is ;?;ravelly and cobbly sand; loam to loamy sand that extei! is below G) inches. Tnis is the ":,ver.tge" profile. Surface and subs irface tr:xLures and so1.1 depths do vary. An orrranic surface mat may also be present. N(rrrnnal) . l 1l,`: is moctor•u 1,(; 1;/ t. 4 rl. i;('I'o(1, vO r()l, i mr" dh11)1.ii i 1!) In 28 inches. Avaiia';le water caracit', is 0.12 to 0.17 in./in. Ortraiis matter content in the surface layer is hir*h. Surface runoff is slow and erosion hazard is slirht. Thos-. soils are used for p stureland and some hayland. They have a high vratertabie aid ani subject to s •asonal floodinfr. Some areas are irrigated mead9w::. li'rcause o'' the f Leod hazard and hi_ -h vaa 1.o rt ah 1 (r, th r s sev ro limitations for use in urban Tuve] o ment. Land Canabil` ty Unit: igt irrir-ated 671 non-irrirated PranFre Sit: :orxnta i n Meadow P t 1„ii :te 1 t•. SOIL CHARACTERISTICS • Depth to Bedrock +;r!1 v (if! v'+r sand , ,'ravel Texture Surface :sandy loam Subsoil : ;'indy C loIirn Substratum :gravelly ;and ✓ loam, stony sandy loam Unified/AASHO Classification:GM , SC, GP, (2 ; A-2, A-4, A-1 Permeability (below 2 feet) :moderately rapid to rapid Percent Coarse Fragments (gravel, cobble, stone) ::)0 to 10 percent below 2 Feet Soil Reaction (pil) :7.4 - 7.8 Shrink -Swell Potential :low Potential Frost Action (surface) :low • Flood Hazard : none Hydrologic Group :B Corrosivity - Steel :high - Concrete :low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields • Sewage Lagoons :S - seepage Sanitary Landfill - Trench :2 - - Area :2 - Shallow Excavations seepage seepage :2 - cutbacks cave, small stones Dwellings w/basements :0 w/o basements :0 Local Roads and Streets :0 SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill :Fair - thin layer, small stones Topsoil :Fair - thin laver Sand : Good Gravel : Good Roadf ill : Good OTHER SOIL FEATURES * ranid permeability may cause a pollution hazard. "ADVANCE COPY SUBJECT TO CHANGE” NOT TO RE IISEI) IN PLACE OF ON-SITE. INVESTIGATION. Map Unit No. Xl.1C rt I3 SOIL CHARACTERISTICS Depth to Bedrock Texture Surface Subsoil • :mo...iavo.60.1y deep over sand, gravel : f*r 1velly tom Substratum :sand and gravel Unified/AASHO Classification: VL, SM, GGV, ;;VI: A-4, A-2, A-1 Permeability (below 2 feet) :rapid Percent Coarse Fragments (gravel, cobble, stone) :5 to 15 percent Soil Reaction (pH) :7.9 - 8.4 Shrink -Swell Potential :low Potential Frost Action (surface) :low • Flood Hazard :none Hydrologic Group :B Corrosivity - Steel :high - Concrete :low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields :0* Sewage Lagoons - scC>page Sanitary Landfill - Trench :s - seepage, too sandy - Area :S - seepage Shallow Excavations :S - cutbanks cave, small stones Dwellings w/basements :0 w/o basements :0 Local Roads and Streets :0 SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill :Fair - seepage, thin layer Topsoil :Poor - small stones, too sandy Sand : Good Gravel :Good Roadfill :Good OTHER SOIL FEATURES * rapid permeability may cause a pollution hazard. "ADVANCE COPY SUBJECT TO CHANGE" NOT TO RE USED IN PLACE OF ON-SITE INVI:STI(ATION. %u'�-4— s X r� • 410X11C¢Atencio-Azeltine co.nplex, 3 to `: slopes. .HT1 fl is :na 'snit 1s on alluvial fans and hil,h terraces. The native egetation is mainly grasses and scrubs. Elevation is 5,900 to 0,500 feet. The average annual precipitation is 15 to 17 inches, the average annual air temperature is 4b to 53 degrees F, and the average frost -free period is 105 to 133 days. 4I01 This unit is LJ percent;A trecio san3y loan and 30 percent Azeltine .gravelly loam. The components of this unit are so intricately intermingled that it was not practical to map them separately at the scale used. $I01 included in this unit are small areas of soils that are similar to the Atencio and Azeitine out have finer texture. Also included are small areas of gravel bars. Included areas make up about 10 percent of the total acreage. $I01 The Atencio soli is deep and well drained. It formed in alluvium derived dominantly from sandstone and shale. Typically, the surface layer is reddiah gray sanJy loan a inches thick. The subsoil is sandy loam and sandy clay loan 13 inches thick. The upper 5 inches of the substratum is gravelly sandy loan. The lower part to a depth of 60 inches is sand and gravel. The soil is noncalcareouu to a depth of 20 inches and calcareous below that depth. In suo;t, areas the surface layer is ,,ravelly or cobbly. . $I01 Permeaoi.lity of the Atencio soil is mu:icraLe to a depth of 30 inches and rapid oelow this depth. Available water capacity S low. Effective rootin;, depth is JJ inches or more. Rullofl is s1 UN, and the hazard of water erosion is siii,;ht. • • $101 The Azeltinu soil i:'. d 'e..p and w::'11 drained. 1 formed in luvi u:n der ived' dominantly from sandstone and shale. Typic al ly , surface layer i3 reudish gray gravelly loan 3 inches thick. .ie upper 7 inches of the underlying material is gravelly loam. The lower part to a depth of uU inches is sand and ,ravel. Tne soil is calcareous througtiout,the profile. In some areas the surface layer is cobbly loan or sandy loan. $101 Permeability of the Azeltine soil is rapid. Available water capacity is low. Effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is slight. $101 This unit is used mainly for irrigated hay and pasture. It is also used for urban development, wildlife habitat, and rangeland. '01_, If this unit is used for hay and pasture, the ;rain limitations are low available water capacity and small stones. Grasses and legumes grow well if adequate fertilizer is used. Using management that ,maintains optimum vigor and quality of forage plants is a ,good practice. Because droughty, applications of irrigation water should ue light and frequent. Irrigation water can be applied by tne corrugation, sprinkler, and flooding; ;methods. $101 Tne potential plant community on this unit is .mainly western whoa Lg;ras:;, Indian r icegrass, neerdleandthr,;ad , b i,; sagebrush, and Douglas rabultbrush. ,Jevada uluegrass, prairie iunegrass, and buttlebrush squirreltail commonly are also present the potential plant community. The averse annual production air-dry vegetation 13 about; 300 pounds per aore. .lana„ement practices suitable fur use oil this unit are proper graziry use Map Unit No. MT Fluvents, nearly level SOIL CHARACTERISTICS Depth to bedrock : deep Texture Surface : textures and depth hiGhly variable and Subsoil . st3'att•ifGd SLbstratum Unified Classification Permeability (below 2 feet) Percent coarse fragments (gravel, cobble, stone) Salinity (ECxlO3 © 25°C) Shrink -swell Potential. Potential frost -action (surface) blood Hazard :Frequent Hydrologic Group Corrosivity Steel :1ti1;}i Concrete :Loaierute to High DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields Sovoro Limitations for all stcted U308. Sewage Lagoons Sanitary Landfill Trench Area Shallow Excavations Dwellings w/basements w/o basements SUITABILITY AS A SOURCE OF... Topsoil Sand : May be Eood source of sand and gravel Gravel Roadf ill SUBJECT T() CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION. • AW-Torrifluvents, nearly level. Torrifluvents consist of deep, well to somewhat poorly drained soils formed in alluvium. They occupy the nearly level floodplains adjacent Lo the Colorado and Roaring Fork Rivers and their major tributaries, such as Four Mile Creek, Canyon Creek, Elk Creek, Divide Creek, Mamm Creek, Government Creek, and Parachute Creek. Slopes are 0 to 6 percent. The soils are stratified and vary widely in texture and depth due to seasonal fluctuating water levels. Surface layers range from loamy sands and fine sandy loams to silt learns and clay loams. Underlying layers are usually sandy loams or loams that are strat- ified with sand, gravel and cobble. Some areas have gravel and cobblestone on or near the surface. Water levels fluctuate from 2 to 4 feet and may be near the surface during spring runoff from snow melt. Arcas of this broadly defined unit are subject to brief occasional flooding during 1 a i,e spying and cor 1y summer months. Included in the mapping and making up 15 percent of this unit are small isolated areas of the Wann soils on 1 to 3 percent slopes. Also included in mapping are small areas of moderate to severely alkali affected soils identified by an alkali spot symbol. There are isolated and small areas where water stands near or at the sur- face year around. These are identified by wet spot and marsh spot symbols. • • AW-Torrifluvents, nearly level 2 The native vegetation is mainly cottonwood, willow, tamarisk and water tolorant grr.s000, :lodges, and ru:,hoo. Tho unit i:, often suited to the production of Fremont cottonwood trees. It is capable of producing 230 board feet of timber per acre from a fully stocked, even -aged stand of 40 year old trees. Some areas of this unit are used for livestock grazing. It provides shelter and forage where access to these areas is available. This unit has a definite recreation potential. Wildlife popula- tions are abundant and the nearness to the river make these areas available to rafting and canoeing enthusiasts. Wildlife abound in this vegetative habitat. Mule deer, cotton- tail rabbits, coyotes, bobcats, ducks, geese, and other native birds are well adapted and use the native vegetation for food and shelter. Where it is feasible, development of food plots, tree and shrub planting, and establishment of nesting cover would enhance the habitat for upland game. In areas of perennial high water table, open water may be developed by blasting or heavy equipment for water fowl usage and fish ponds. Community development is very limited on this unit. Flooding, seasonal high water tables, and variable soil textures require on-site soil investigations to determine compensating measures at specific proposed sites. Capability Subclass VIIsw, nonirrigated. Recorded at.. 7 o'clock P • M., Reception No W3902 July 171 969 Chas .S.g an f Recorder. Book 403 Page 303 THIS DEED OF TRUST, Made this 16th day of May , 19 69, between JOHN K. SNOBBLE and BARBARA M. SNOBBLE the grantor herein whose address is Carbondale County of Garfield the PUBLIC TRUSTEE of the County of G arfie WITNESSETH: The Grantor to secure his promissory note bearing even Ten Thousand and No/ 100 payable to the order of JOHN A. WILSON and BEULAH H. the beneficiary herein whose address is Carbondale, Colorado , and State of Colorado, and ld , in the State of Colorado, date herewith, for the principal sum of Dollars, WILSON, as joint tenants , after the date thereof, with interest thereon from the date thereof at the rate of s ix per cent per annum, principal and interest payable annually on May 16; said note to become due and payable in the sum of Five Hundred and No/100 Dollars commencing May 16, 1972 and a like sum each year therafter until paid in full, does hereby grant and convey unto said Public Trustee the following described property, situate in the County of Garfield , State of Colorado, to wit: A tract of land situated in Lots 11 and 14 of Section 28, Township 7 South, Range 88 West of the 6th P.M., lying southwesterly of the centerline of the Crystal River, and lying northeasterly of the county road and an access road as constructed and in use; more complete:y described as follows: Beginning at a point in the centerline of said access road whence the section corner common to Sections 28, 29, 32 and 33, Township 7 South,Range 88 West of the 6th P.M., bears S. 40°35'42" W. 872. 76 feet;thence N. 00°34'23" E. 644.56 feet to the centerline of the Crystal River; thence S. 48°40'22" E. 471.02 feet upstream along the centerline of said River; thence S. 28°30' 00" E. 185. 00 feet upstream along the centerline of said River; thence S. 30°00'00" E. 509.00 feet upstream along the centerline of said River; thence S. 68°01'23" W. 437.03 feet to a point in the northeasterly right-of-way fence of said county road; thence N. 31°49'48" W. 170. 74 feet along said right-of-way fence; thence N. 71°40'04" W. 36.20 feet to the centerline of said access road; thence N. 31°17'45" W. 39.59 feet along the centerline of said access road; thence N. 28°22'21" W. 84.00 feet along the centerline of said access road; thence N. 33°59'13" W. 178.87 feet along the centerline of said access road; thence N. 31°23' 03'' W. 24.55 feet along th centerline of said access road to the,point of beginning, and • containing 9. Q1b acr, s, more or Mess. ublect to an -y_ andall easements a rights -0 -way of record or in use if any. TO HAVE ND TO OLDa same together with s appurtenances, int t neverta ess, in case of default in the payment or said note or any part thereof or interest thereon, or in the performance of any covenants hereinafter set forth, then upon the beneficiary (note holder) filing notice of election and demand for sale, said Public Trustee, after advertiisng notice of said sale weekly. for not less than four weeks, in some newspaper of general circulation in said county, shall sell said property in the manner provided by law in effect at the time of filing said notice and demand, at public auction for cash, at the South front door of the Court House in said County wherein said property is situate. Out of the proceeds of said sale said Trustee shall retain or pay first all fees, charges and costs and all money advanced for taxes, insurance and assessments, or on any prior encumbrance, with interest thereon, and pay the principal and interest due on said note, rendering the overplue (if any) unto the grantor; and after the expiration of the time of redemption said Trustee shall execute and deliver to the purchaser a deed to the property sold. The beneficiary may purchase said property or any part thereof at such sale. The grantor covenants that at the time of delivery of these presents, be is seized of said property in fee simple, and that said property is free of encumbrances, ei:ddy`f and that he will keep all buildings insured for fire and extended coverage in amount equal to the unpaid balance of said note with lose payable to the beneficiary, and will pay all taxes and assessments against said property and amounts due on prior encumbrances, and if he shall fail to pay insurance premiums, taxes or amounts due on prior encumbrance the beneficiary may pay the same and all amounts so paid shall become additional indebtedness due hereunder; and in case of foreclosure, he will pay an attorney's fee of a reasonable amount Should the beneficiary hereunder be made a party to any action affecting this deed of trust or the title to said property, the grantor agrees that all court costs and a reasonable attorney's fee paid by the beneficiary shall become additional indebtedness due hereunder; and the grantor does hereby release and waive all claims in said property as a homestead exemption or other exemption now or hereafter provided by law. It is agreed that in case of default in payment of said principal or interest or a breach of any of the covenants herein, then said principal sum hereby secured and interest thereon may at the option of the beneficiary become due and payable at once, anything in said note to the contrary notwithstanding and possession of said property will thereupon be delivered to the beneficiary, and on failure to deliver such possession the beneficiary shall be entitled to a receiver for said property, who may be appointed by any court of competent jurisdiction. Whenever used herein the singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. All of the covenants herein shall be binding upon the respective heirs, personal representatives, successors and assigns of the parties hereto. Executed the day and year first above written. 7 A/' / ' • John K. Snobble Barbara M. Snnhhle STATE OF COLORADO, j County of Garfield •Oill"1"Tra;f, � •/ .• ' .'� - '•.• ' 1.OHN K. p..,% Pl' �\ ='o r,F en. The foregoing instrument was acknowledged before me this May 19 69.by SNOBBLE and BARBARA arch SNOBBLE. My Commission expires, Witness my hand and official seal. 23rd day of .49 72 . Notary Public. No. 923-B. Rev. DEED OF TRUST TO PUBLIC TRUSTEE.–Short Form.—Bradford Publishing Co., 1624-46 Stout Street, Denver, Colorado •If by natural person or persons here insert name or names; if by person acting in representative or official capacity or as attorney-in- fact, then insert name of person as executor, attorney-in-fact or other capacity or description; if by officer of corporation, then insert name of such officer or officers, as the president or other officers of such corporation, naming it.—Statutory Acknowledgment, Sec. 118-6-1, Colorado Revised Statutes 1963. x* • • 0/7 #� {i • oe Legal Description Lot 1: A tract of land situated in Lots 11 and 14 of Section 28, Township 7 South, Range 88 West of the 6th Principal Meridian, Garfield County, Colorado, lying southwesterly of the centerline of the Crystal River and lying northeasterly of County Road No. 109 as constructed and in place, said tract of land being more particularly described as follows: Beginning at a point in the northeasterly right-of-way fence of said County Road No. 109 whence the section corner common to Sections 28, 29, 32 and 33, Township 7 South, Range 88 West of the 6th Principal Meridian bears S 60°16'20" W 805.61 feet; thence N 73°06°27" E 504.53 feet to the centerline of the Crystal River; thence S 30°00'00" E 177.00 feet along the centerline of said Crystal River; thence S 68°01' 23" W 437.03 feet to a point in the northeasterly right-of-way fence of said County Road No. 109; thence N 31°49'48" W 170.74 feet along the northeasterly right-of-way of said County Road No. 109; thence N 71°40' 04" W 80.00 feet along the northeasterly right-of-way of said County Road No. 109 to the point of beginning, containing 2.00 acres more or less. 31 August 1981 • • Legal Description Lot 2: A tract of land situated in Lot llf Section 28, Township 7 South, Range 88 West of the 6th Principal Meridian, Garfield County, Colorado, lying southwesterly of the centerline of the Crystal River and being more par- ticularly described as follows: Beginning at a point in the northeasterly right-of-way fence of County Road No. 109 as constructed and in place whence the Section Corner com- mon to Sections 28, 29, 32 and 33, Township 7 South, Range 88 West of the 6th Principal Meridian bears S 60°16'20" W 805.61 feet; thence N 10° 00'00" E 701.21 feet to the centerline of said Crystal River; thence S 48°40'22" E 142.12 feet along the centerline of said Crystal River; thence S 28°30'00" E 185.00 feet along the centerline of said Crystal River; thence S 30°00'00" E 332.00 feet along the centerline of said Crystal River; thence S 73°06'27" W 504.53 feet to the point of begin- ning, containing 3.88 acres more or less. 31 August 1981 • • Legal Description Lot 3: A tract of land situated in Lot 11 of Section 28, Township 7 South, Range 88 West of the 6th Principal Meridian, Garfield County, Colorado, lying southwesterly of the centerline of the Crystal River and lying northeasterly of the northeasterly right-of-way line of County Road No. 109 as constructed and in place, said tract of land being more particu- larly described as follows: Beginning at a point in the northeasterly right-of-way fence of said County Road No. 109 whence the Section Corner common to Sections 28, 29, 32 and 33, Township 7 South, Range 88 West of the 61h Principal Meridian bears S 60°16'20" W 805.61 feet; thence N 71°40'04" W 20.00 feet along the northeasterly right-of-way line of said County Road No. 109; thence N 58°24'32" W 134.49 feet along the northeasterly right- of-way line of said County Road No. 109 to a point in a fence as con- structed and in place; thence N 00°34'23" E 831.06 feet along said fence to the centerline of the Crystal River; thence S 48°40'22" E 328.90 feet along the centerline of said Crystal River; thence 5 10° 00'00" W 701.21 feet to the point of beginning, containing 3.55 acres more or less. 5 August 1981 RICHARD D. LAMM Governor • DIVISION OF WATER RESOURCES Department of Natural Resources 1313 Sherman Street - Room 818 Deriver, Colorado 80203 Administration (303) 866-3581 Ground Water (303) 866-3587 June 3, 1981 Terry L. Bowman Garfield County Planning Dept. 2014 Blake Avenue Glenwood Springs, CO 81601 Re: Snobble Exemption Dear Ms. Bowman: J. A. DANIELSON State Engineer We have reviewed materials concerning the Snobble Exemption. The applicant proposes to divide an existing nine acre parcel into three tracts. There is one existing house which is apparently served by domestic well permit #39050. The property is tributary to the Crystal River at a point where water is available for appropriation. Based on the above information, we can recommend approval. Well permits can be issued by this office for the additional parcels. HDS/KCK:pkr cc: Lee Enewold, Div. Eng. Land Use Commission Rich Bell Ralph Stallman Very truly yours, j41(i. 45,2L1100,.. Hal D. Simpson, P.E. Assistant State Engineer 57777 11\` JUN051981 1 G: • • ( Ci LA 3 • t,, s ems( 1 1.� �;' � �� \\ r0 l,l 1( O S fVQU»` ; ;� � �., 1 i\ %- :,t1C \ t'�'- o' ./ . 4♦.I. J c 2 V dr, _ , �/ y 1 L Cm 1c l �L, Ak _ Howse s-Ite t l y t0 - 5' o Y 1-t_ c 0,2 Ii Z ®Sc pf�c TA". 5 `,. A._J .. ;/' �, -' Rapt- �x-sr. . • OA" 2±/ 0 0 E c. 1 la., — 1 9