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Home My WebLink About1.0 Application411 411 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 January 2, 1979 Section 2.02.01 (d) and 3.02.01 the undersigned /(et -C/0-7,,,&111-4 respectfully petitioners the Board of County Commissioners of Garfield County, Colorado, to exempt by resolu- tion the division of L/c acre tract of land into . tracts of approximately 3.5-4– - acres each, more or less, from the difinitions 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 Subdivision Regulations, for the reasons stated below: �. ,1 7,2 C�sc cc�ar:) 4_11 -`?Q, In support of this petition, the petitioner also submits the following: (a) (b) (c) (d) (f� (9) (h) 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 100 year floodplain information where live stream crosses or adjoins said tract Fee in the amount of $ Evidence of the soil types Submitted at Glenwood Springs, Colorado, this /7 day of )12c-&-t-lv , 19 S / Petfftiwaerr / Mailing Address may/ Ce -eo . 7/ c3. Telephone Number iihoo Ei OUR SOIL * OUR STRENGTH E • GUN8ERV8TION F N MAP UNITED STATES DEPARTMENT 0FACR|CULTVRE Solt. CONSERVA11ON SERVICE coupe' at w Conservation District Owner Operator Plan No. Date Scale '?. / Acres ��ximw P oto No . SCS -t28 18-66) • CONSERVATION PLAN • Ofilh��a,,��` UNITED STATES DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE � � cooperating with Conservation District F. OUR SOIL * 0 R STRENGTH = Date Owner Plan No. • Scale 3 • 9,, " t r'i I Acres Operator Approximate Photo No. County State Map Unit No.X10E Part A SOIL CIIAI;ACTER1. T.1 Depth to bedrock Texture Surface Subsoil Substratum Unified Classification • • • • • Ilt More thaui 60 inches Loam Clay loam Loam ML, CL Permeability • Moderate Percent coarse fragments . 0 (greater that 3 inches) Salinity (ECx10 e 25°C) pH (surface) . 6.6 to 7.4 Shrink -swell Potential : Moderate Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group : B Corrosivity Steel (uncoated) . High Concrete . Moderate DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tanl< Abor! t on Fic ld^ S Slope `•`� P Sewage Lagoons ' Slope Sanitary Landfill Trench S Slope Area . S Slope Shallow Excavations . S Slope Dwellings w/basements . S Slope w/0 basements • S Slope Local Roads & Streets . S Slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Poor Slope Roadfill , Fair Slope, low strength Sand , Unsuited Gravel • Un:,u.i ted Topsoil : Poor Slope SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION Map Unit No. X1(>Part 13 SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification : More than 60 inches Stony loam Gravelly sandy loam Very ,gravelly fine sandy loam : GM, SM Permeability . Moderately rapid Percent coarse fragments . 0 to 25 (greater thaq 3 inches) Salinity (ECx1.03 e 25°C) pH (surface) 6.6 to 7.4 Shrink -swell Potential : Low Potential frost -action (surface) Low Flood Hazard . None Hydrologic Group • B Corrosivity Steel (uncoated) . High Concrete : Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : 5 Slope Sewage Lagoons : S Slope Sanitary Landfill Trench . M Seepage Area Slope Shallow Excavations S Slope, small stones Dwellings w/basements S Slope w/0 basements . S Slope Local Roads & Streets : S Slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Poor; small stones, slope Roadfili . Fair, slope Sand : Unsuited Gravel Uri.,u i ted Topsoil Poor Small btones, slope, excess lime • J SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION ik* • • X10E-Potts-Iiderono complex, to pereent slopes. These strongly sloping to hilly soils are on mesas, alluvial fans, and valley sideslopes. Elevation ranges from 5,000 to b,500 feet. The averap;e annual precipitation ih about Ill inehcm 1 avenaiy. annual air 1.,TIH'rHliw,. is about W, (11,,r., F., and the averare rro.;1 -Irve dhow 1:''n days. The Pott soil makes up about 60 percent of the mapping unit and occupies the slightly concave portions of the landLleape. Ildefonso makes up about 30 percent f the mapping unit and occupies the steeper, break -like areas. Included with the soil in mapping are small areas of Morval and Lazear soils which make up 10 to 78 percent of the mapping unit. Morval soil is found at the higher elevations witthe unit. and Lazear hoi] Is found in areas or :Mallow :loll depth. The Potts soil is deep and well drained. It formed in eolian 'materials on alluvium from sandstone, shale, or basalt. Typically, the surface layer of the Potts soil is brown loam about 4 inches thick. The subsoil is reddish brown light clay loam about 24 inches thick. The substratum is pinkish white loam that extends to a depth of more than 60 inches. Permeability of the Potts soil is moderate. feTrof ive root dOPth5 60 i riches !Nor,' . Av;11 1;11)1 14/11 I 0•1 7 ty hj r11 : • run() ion •Ind 1. 1101 11, W.:11It I I:: '1..1 . X10E-Pott::,--11de,f complex The Ildefonso soil is deep and well drained. l t formed in very ly calcareous basaltic alluvium and small amounts of eolian material. strongly loam Typically, the surface layer of the Ildefonso soil is brown stony about 2 :inches thick. The subsurface layer is brown stony loam about 6 material is white very , ;••t.r onf,,] y c•ci i;::r.,,,,,u:�. inches thick. The underlying very stony loam that, extends to a depth of more than fir` inches. Permeability of the 1 1dt•I•or,:'o :'�,i I l;• r':i1,i<1 •',l't•net. i vc r•(,(,i depth is 20 to 30 inches. Available water capacity is low. Surface runoff is medium and the erosion hazard is moderate and These soils are used mainly for limited livestock .,razing for wildlife habitat. The native vegetation on the Pott, soil is mainly bluebunch wheatgrass, western wheatgrass, needleandthr..ad, Nevada and Sandberg bluegrass, fleabane, lupine, big sagebrush, low rabbitbrush, and servcc- on pine berry. The native vegetation on the Ildefonso soil is mainly piny and Utah juniper. The understory vegetation is Indian rtcegrass, needle- andthread, beardless wheatgrass, junet;r,iss, stemless g oldenweed, low phlox, serviceber•ry, bitter•bruah, nrountainrnahogany, and big sagebrush. tat.ion deter• uu:,k r the pinyon, p ir;e, and When the veg°e overstory, grasses almost disappear and forbs and woody shrubs increase. Proper grazing management maintains and improves range condition on soil i :, rr,00d practice on slopes less both �;c; i ] :, . t',r,�c•di nIr on the. Potts ;,r,, :uf t:11,!( „I;�r,t . Con ttrin I . i,,,r' rrt. 1 seeding are bluebunch wheal,"r • • X10E-Potts-Ildefonso complex For successful seedings, a good practice is to prepare a seedbed and drill the seed. Brush management on the Potts soil will improve deterior- ated range sites that are producing more woody shrubs than commonly found in the native plant. community. Proper m;rthw,,cment of the vegetation on the Ildefonso soil maintains a wood product and grazing value. Selective thinning of the pinyon, pine, and juniper overst.ory improves the under - story for grazing and provides firewood, posts, and Christmas trees. Ildefonso soil is suited to the production of pinyon pine and Utah juniper. It in capable of producing 9 cords of wood per acre when the stand attains an average diameter (at a height of one foot) of five • inches for trees over rt.5 feet high. The 11.4 available water capacity • can influence tree seedling survival. Wildlife using these soils for habitat :i nclude mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant. Potential community development is limited by steep slopes of this mapping unit and the high content of stones and lime in the Ildefonso soil. The Potts soil is limited for community development by steep slopes, low strength, and piping. Structures to divert runoff are needed to minimize gullying and erosion. Capability subclass Vlle. *-�-� Ve,11'" ', 4 a h.. L (lam! ( 1-00,$( 1 i.1„,c ire"', A , l✓v 6r 1: 1 41 ? < t''.r 1 '6,'`'.0- . 0 i) ' C; fr Map Unit No. ODE SOIL CHARACTERISTICS Depth to bedrock More than 60 inches Texture Surface Stony loam Subsoil Substratum Gravelly sandy loam, very gravelly fine Unified Classification GM, SM sandy loam Permeability Moderately rapid Percent coarse fragments 0-25 (greater thaq 3 inches) Salinity (ECx10 € 25°C) pH (surface) 7,9_8,4 Shrink -swell Potential Low Potential frost -action (surface) Low Flood Hazard None Hydrologic Group B Corrosivity Steel (uncoated) High Concrete Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields S Slope Sewage Lagoons • S Slope, seepage Sanitary Landfill Trench M Seepage Area • S Slope Shallow Excavations : S Small stones, slopes Dwellings w/basements S Slope w/O basements S Slope Local Roads & Streets S Slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Poor Small stones, slope Boadfill Fair Slope Sand Gravel Topsoil Psic)r Poor Poor Small stones, slope, excess lime SUBJECT TO CHANGE. NOT TO BF USED IN PLACE OF ON-SITE INVESTIGATION (1) • 43DF Ildefonso stony loam, 6 to 2j percent slopes. This deep, well drained, moderately sloping to frilly soil is on mesas, benches, and valley sidesloJ:res. It formed in mi.x d al l uv.ium, primarily of basal or i ii. A Ln irr corp art rrcldih cr,lu ed aro i;r.r1 :,oi_I ma.tr•r•i;.i.1 is found intermittently on this soil. Elevation .r•a.rr;es from 5,000 to 6,500 feet. The average annual precipitation is about 1)4 inches, the average annual air temperature is 46 decrees F. , and the aver a' frost -free period is about 125 days. Typically, the surface layer is brown stony loam about 2 inches thick. The subsurface layer is brown stony loam about 6 inches thick. The underlying material is white, very stony loam that is very strorily calcareous and extends to a depth of more than 60 inches. WiLh this so 1.1 1n map! ,irr•, ,ri�• ;;iiia 1 rr,i•r;y,; a,1 Pott:: and .A:.c•;r.1 soils. These soils are on the less sloping part of the unit and make up 5 to 15 percent of the mapping area. Permeability of the Ildefonso soil is rapid. Effective rooting depth is 20 to 30 inches. Available water capacity is low. Surface runoff is medium and erosion hazard is moderate. Ildefonso soil is used mainly for livestock grazing and for wild- life habitat. The native vegetation on this soil is mainly pinyon pine and Utah juniper. The uriderstory vegetation consists of Indian rice; -raps, ne dle- andthread, beardless wheatgrass, junegrass, stemless goldenweed, low phlox, serviceberry, bitterbrush, ::,ountair raahoFany, and big cag;=bru:�ir. 143DE-Ildefonso stony loam When the vegetation deteriorates under the pinyon -juniper, grasses almost disappear and f ,rbw and woody shrubs increase. Proper mtr.aa<acemeaiL of the vegetation on this soil will maintain a wood product and grazing value. Selective thinning of the pinyon pine and juniper overstory improves the value of the understory for grazing and provides firewood, posts, and Christmas trees. This soil is suited to the production of pinyon pine and Utah juniper. It is capable of producing 9 cords of wood per acre when the stand attains an average diameter (at one foot) of five inches for trees over 4.5 feet in height. The low available water capacity can influence tree seedling survival. Wildlife using this soil for habitat include mule deer, cliukar, wild turkey, Lrr•ay squirrel, ri.iid c uLL()nta,i]_ rabbit. Ilde£on:;o soil. is limited ['crr community development by a 11 01 ;la content of stone. it is easily eroded and structures to divert rwau£f are needed for any roads constructed on this soil. Capability sub- class VIe. • • Map Unit No.1OD SOIL CHARACTERISTICS Depth to bedrock : More than 60 inches Texture Surface I,u; i.,u Subsoil : Clay loam Substratum : Loam Unified Classification ML, CL Permeability : Moderate Percent coarse fragments (greater that' 3 inches) Salinity (ECx10 e 25°C) pH (surface) 6.h-7.8 Shrink -swell Fotential : Low to moderate Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group B Corrosivity Steel (uncoated) : High Concrete : Moderate DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : M Slope Sewage Lagoons : S Slope Sanitary Landfill Trench 0 Area M Steep slope Shallow Excavations Dwellings w/basements w/0 basements M Slope N Low strength, slope M Low strength, slope Local Roads & Streets • M Low strength, slope SUITABILITY ASA SOURCE OF... Daily Cover for Landfill Fair Slope Roadfill Fair Low strength Sand Unsuited Gravel Unsuited Topsoil Fair Small stones, slope 57 SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION 10D -I o tts learn, 6 to 1;') percent l Lbes. This d..ep, well d rr: modera.t.ely ;;lol;i ng to roll ing soil 1,, r11,r';; and valley sideslopes. it formed in r,c ! iarr mri' r•H1s on alluvium from sandstone, shale, or basalt. Elevntion rangos from 5,000 to 7,urpo feet. Th average annual. precipitation is about 14 inches. The riv ,rage annual air temperature is ebout 46 degrees F. , and t.1re nv , Cr, : t -free period is about 120 days. Typically, the surface layer is brown loam about 1+ inches thick. The subsoil is reddish brown 1 ight clay loam about 25 inches thick. The substratum is pinkish white loam extending to a aeptb of ms,re than 60 inches. Included with this soil in mapping are small areas of Kim, Olney and Ildefons o soils which make up 10 to 15 percent of the mapping unit. These soils have slopes of 6 to 12 ln:rcerct. Permeability of the Potts soil is mod rate. Effective rooting depth is 60 inches or more. Available water capacity is high. Surface runoff is medium and the erosion hazard is moderate. This soil is used mainly for livestock grazing, wildlife habitat, and some dryinrrd farming. Wheat, barley, and oats are crops on the areas that :r•rrn!d. Minimum contour f,l f l;if.o and ;',I,Ir1r71e mulching w l 1 he 1p Lc, l>rt!v,-nf, c;y;cuc;:;ivc., r,:;i , !. fI I',1,i... eroded and very susceptible to piping. 10D -Potts loam The native vegetation on this soil i.:;mainly bluebunch wheat - grass, western wheatgrass, needleandthrend, and big sagebrush. 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 r:raing rnr,rvijy'rnent improves and maintains range condition. Reduction in bruah improve ' deturier- ated range sites. Seeding is a good practice if the range is in poor condition. Suitable plants for seeding are crested wheatgrass, western wheatgrass, and Russian wildrye. For successful seedings, a good practice is to prepare a seedbed and drill the seed. Potts soil has potential for community and recreational develop- ment. The main limitations for these uses are low strength, piping, and frost -heave. Dwellings and roads can be designed to compensate for these limitations. Community sewage systems are needed if the population density increases. Crrperbi 1 i ty subclass [Ve. ,,,RJ P,.,. /6 COLORADO DIVISION OF WATER RESOURCES • 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 Application must be complete where applicable. Type or print in BLACK INK.No overstrikes or erasures unless initialed. PERMIT APPLICATION FORM (>C) A PERMIT TO USE GROUND WATER (X) A PERMIT TO CONSTRUCT A WELL FOR: pQ A PERMIT TO INSTALL A PUMP (1) APPLICANT - mailing address ( ) REPLACEMENT FOR NO ( ) OTHER WATER COURT CASE NO. RECEIN S1 JUN 0 41179' ems FIIMMES tamE ,EUtiO ' FAO- NAMEllfIMLT ,QNr- t k1t/y,✓ E, 1E4g-i SIREE1 • T .O. IJ cot at/If CITYG 4fa V91..Le./ COL.a - g64,3.6. - (State) (zip) FELLI'HONE NO (2) LOCATION OF PROPOSED WELL County C440P.r/C1444b IV v1/ % of the N IA '/4, Section / 1 wp. 7 S , R ng W N,SI IE,WI tra P.M. (3) WATER USE AND WELL DATA P1r1l>1'erl !1!;1 11111F11 Ini 1;1ing rate (gpin) GPM Avernge annual amount of ground water to he appropriates) (acre-feet): /fz. 4-C,Pe,Geer Number of acres to he irrigated: /y 0/VE Proposed total depth (feet): 0 Aquifer ground water is to be obtained from: S4- Owner's well designation GROUND WATER TO BE USED FOR: ( ) HOUSEHOLD USE ONLY - no irrigation (0) 179 DOMESTIC (1) ( ) INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( ) COMMERCIAL (41) ( ) MUNICIPAL (8) ( ) OTHER (9) DETAIL THE USE ON BACK IN (1 1) (4) DRILLER Name mCC44,l./E/ pRILLIn/G Street W124771.474 w y x 04 City AI AH-Ros C COLO, g/ya/ Telephone No (State) (Zip) 7'` 66 ic. No 717/7 FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN Receipt No/ U 7 q y / Basin Dist. CONDITIONS OF APPROVAL This well shall be used in such a way as to cause .,o matari^.! `.ry e'cklirtr NVAtr?r rights Thr 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. APPROVED PURSUANT TO CRS 1973, 37-92-602 (3) (b) (II) AS THE ONLY V/ELL ON A TRACT OF 35 ACRES OR MORE DESIGNATED AS 4/6 ACRES IN /✓Gt/ , /t/e 4.r y APPROVED FOR DOMESTIC USE, INCLUDING TWK IRRIGATION OF NOT OVER ONE ACRE OF HOME GARDENS AND LAWNS . APPLICATION APPROVED 108186 PERMIT NUMBER DATE ISSUED EXPIRATION DoIrT BY ID JUL 0 2 1979 JUL ENGIfyEER) Gt— COUNTY (5) THE LOCATION OF THE PROPOSED 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. 4- -- �d----- 1 MILE, 5280 FEET - 1 - -}- - - -}- --- i- -- The- The scale of the diagram is 2 inches = 1 mile Each small sc iiare represents 40 acres. (6) THE WELL MUST BE LOCATED BELOW by distances from section lines. /i U ft from /.2.5"" if) ft. from NoNTH sec. line (north or south) W es r (east or west) LOT__ BLOCK FILING # sec. line SUBDIVISION (7) TRACT ON WHICH WELL WILL BE LOCATED Owner:,sl.Id,Arv4 K, EANEART No. of acres //O . Will this he the only well on this tract? y'5. (8) PROPOSED CASING PROGRAM Plain Casing 7 in from 0 ft to -3 0 ft di in from O ft to /61" ft , Perforated casing 4( in from a9 ft. to A p -O ft in from ft to ft 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 ... 4:3,560 cubic. feet . . 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging it: (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s):J, OI/ LVET . 4 l etilitRy') ICNyE-A-IQ N�ly� NWyy sec./6 7;P, 7S• R 9sw• op T/l p�►/t Legal description: ) J r T/ft (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal system to be used.[30 Al es ri ' No. of acres: ANIC w(L.L /, ec euNT gnitVbAROS. (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for (purpose) (! R_ #*T[oA/ Description of land on which used biic3 - (NOT-c,oNT/NoilS--fLow) ✓erty SCAS on/ALj 0fy1-. cZ — '{0 9eA (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE BEST OF HIS KNOWLEDGE. NATURE OF APPL ICANT(S) [% Use additir.'• :,tc of paper if more space k required NU111H btl:I IUN LINt - _) X 1 I I to -1 m 3 u o a — 1 i 5 z r z Coll ITI.1 Cc(`Tlrmi 1 Inlc - -}- - - -}- --- i- -- The- The scale of the diagram is 2 inches = 1 mile Each small sc iiare represents 40 acres. (6) THE WELL MUST BE LOCATED BELOW by distances from section lines. /i U ft from /.2.5"" if) ft. from NoNTH sec. line (north or south) W es r (east or west) LOT__ BLOCK FILING # sec. line SUBDIVISION (7) TRACT ON WHICH WELL WILL BE LOCATED Owner:,sl.Id,Arv4 K, EANEART No. of acres //O . Will this he the only well on this tract? y'5. (8) PROPOSED CASING PROGRAM Plain Casing 7 in from 0 ft to -3 0 ft di in from O ft to /61" ft , Perforated casing 4( in from a9 ft. to A p -O ft in from ft to ft 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 ... 4:3,560 cubic. feet . . 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging it: (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s):J, OI/ LVET . 4 l etilitRy') ICNyE-A-IQ N�ly� NWyy sec./6 7;P, 7S• R 9sw• op T/l p�►/t Legal description: ) J r T/ft (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal system to be used.[30 Al es ri ' No. of acres: ANIC w(L.L /, ec euNT gnitVbAROS. (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for (purpose) (! R_ #*T[oA/ Description of land on which used biic3 - (NOT-c,oNT/NoilS--fLow) ✓erty SCAS on/ALj 0fy1-. cZ — '{0 9eA (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE BEST OF HIS KNOWLEDGE. NATURE OF APPL ICANT(S) [% Use additir.'• :,tc of paper if more space k required r - c i ji+. EH1 3 H•• /^\ N aomi i 7 N I • (1;t/.J 7 4 >> alb O7 00 t0 IRULISONI 4462 I V NW N tor W 4 N NINNY -1d 'oa 01313IVD 18616TrtcgE 1dW [L1Li Book 422 Page 164 Recorded at Reception No :48 o'clock P • M., Aub uq 26, -HT) 25W Fila StepheReorder. THIS DEED, Made this 31st day of July , 19 7 ], between r• ARTHUR L. McLANE AND SUSAN E. McLANE .of the County of Colorado, of the first part, and Garfield and State of RECORDER'S STAMP STATE DOCUMENTARY FEE AUL3 2 61971 J. WALTER ENYEART and KATHRYN ENYEART of the County of Garfield and State of Colorado, of the second part: WITNESSETH, that the said partLe s of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable consideration 1S 7RS, to the said partle s of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, ha ve granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm unto the said parties of the 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: NW4NW , Sec. 16, Tp. 7 S., R. 95 W., of the 6th P.M. together with 2 shares of the Battlement Water Supply Company and the water rights represented thereby, and 10 cubic feet of water per minute of time, Priority No. 80 out of Shutt Ditch No. .53 in Water District No. 45. TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the wittfi*'i:1 i t�r 1 1 e and whatsoe �e,r�" o he said ppa��rt 1P S o4 the firstsrt either in law or tY, rboof �[Alieto 17L i tianigig tsatvhat o bile Ii gd1li� nd appiirtsnnces. 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 part ie Sof the first part, for them selves , the ]lfeirs, executors, and administrators do 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 pres- ents they aitll seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and ha ve good right, full power and lawful authority to grant, bar- gain, 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 reservations contained in United States Patent, easements and rights of way of record, oil and gas leases of record and 1971 property taxes and the above bargained premises in the quiet and peaceable possession of the said parties of the second part, their heirs and assigns, against all and every person or persons lawfully claiming or to claim the whole or any part" thereof, the said part les of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF the said part ie Sof the first part have hereunto sethe iThand s and weal $ the day and year first above written. Signed, Sealed and Delivered in the Presence of STATE OF COLORADO, County of Garfield) 88. Arthur L. McLane re Susan E. McLne • The foregoing instrument was acknowledged before me this 31st 19 7by Arthur L. McLane and Susan E. McLane. day of My commission expires Jan. 5 , 1974. Witness my hapdn� effcialeal. [SEAL] Notary Public. No. 921. WARRANTY DEED—To Joint Tenants.—Bradford Publishing Co., 1824-46 Stout Street. Denver, Colorado -5-71 •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 cor- poration then insert name of such officer or officers as the president or other officers of such corporation, naming it.—Statutory Acknowledgment, Sea 118-6-1 Colorado Revised Statutes 1988. end 01104CV ISC z •• 010 w Es.ij I hereby certify that this instrument was filed 1-3 7:) 1-C • Puu IHVgANH HILIVM 'f H 0 0 H t -L GARFIELD COUNTY PLANNING DEPARTMENT GLENWOOD SPRINGS, COLORADO B1601 2014 BLAKE AVENUE March 31, 1981 Mr. Ralph Freedman Town of Parachute Parachute, CO 81635 Dear Ralph: Enclosed please find two Senate Bill 35 Exemption Requests for parcels located approximately two miles southeast of Parachute. The hearings before the County Board are scheduled for April 13, 1981. If you should have any coup ents on these applications, please contact me at this office prior to the scheduled hearing date. Sincerely, Terry L. Bowman Assistant Planner TLB/bf encl: PHONE 945-8212 GARFIELD COUNTY PLANNING DEPARTMENT GLENWOOD SPRINGS, COLORADO 81601 2014 BLAKE AVENUE PHONE 945-8212 April 29, 1981 Mr. J. W. Enyeart Box 244 Parachute CO 81635 Dear Mr. Enyeart: On April 20, 1981, the County Commissioners passed a resolution requiring a $200 per lot assessment for schools for all new lots created through the Senate Bill 35 Subdivision Exemption process. This is applicable to all new parcels created by exemption. The requirement is applicable to all pending exemptions, as well as all exemption requests initiated after the April 20, 1981 date. You will therefore be required to submit $200 for every new lot that was authorized by your currently pending exemption. If you have any questions, please contact me at this office. Sincerely, Terry L. Bowman Assistant Planner TLB:vg RIGHT OF WAY EASEMENT We the undersigned and our heirs do hereby grant a right of way easement on the present road known as 354 going East from County road 308 along section line between Section 8 and Section 17, to the N.W. corner of Section 16 in Tp. 7 S., R. 95 W., of the 6th F.M. in Garfield County, To Josenh Walt and Kathryn Enyeart their heirs, and assigns. Subscribed and sworn to before me, this ;I/QJ day of , A.D. 1981 My commission expires rg NotaryPut RIGHT OF WAY EASEMENT We the undersigned and our heirs do hereby grant a right of way easement on the present road known as 354 going East from County road No. 308 along section line between Section 9 and Section 16 one-fourth mile to the N.W. corner of Jack George and Margaret Pavisich property, in Tp. 7 S., R. 95 W., of the 6th P.M. in Garfield County, To Jack George and Margaret Pavisich their heirs, and assigns. of Subscribed and `Iaia.O� sworn to before me, this , A.D. 1981 My commission expires (:;i110,2 Notary Pub is day NAME _ 7_A/ «� PURPOSE OF EXEMPTION: 01. EXEMPTION AO 40' ZONING: jV,69/407 QUALIFICATION FOR S.B. 'I IP /�/. _-i/ C LOCATION OF SITE• WATER: DIV. OF WATER RESOURCES RESPONSE:,/ CHECK LIST: FEE PAID ($50 +1.00/acre for each parcel created under 35 acres) c� MAP showing proposed lots and access DEED z220* -.0. 3 3/ VICINITY MAP /7A? 100 yr floodplain info. L/ SOIL MAP f—�/2 IF community water, letter of approval from governing body COMMENTS: