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Home My WebLink About1.0 ApplicationBEFORE OARD OF COUNTY COMMI SSS OF ('\;L)/ /7/0o‘34ry GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursusant to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted April 23, 1984 Section 2:20.49, the undersigned /L5 / respectfully petitions the Board of County Commissioners of Garfield County, Colorado, to exempt by Resolution the division of $ acre tract of land into Z-- tracts of ( approximately{ : 7 7 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: _F Tie p_(;n4it e e51 -Me ' a -1(2 cy - SUBMITTAL REQUIREMENTS: An application which satisfies the review criteria must be submitted with all the following information. --A. Sketch map at a minimum scale 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; and .D. Names and addresses of owners of record of land immediately adjoining and within 200 feet of the proposed exemption, mineral owners and lessees of mineral owners of record of the property to be exempted, and tenants of any structure proposed for conversion; and -E. Evidence of the soil types and characteristics of each type; and -F.Proof of legal and adequate source of domestic water for each lot created, method of sewage disposal, and letter of approval of fire protection plan from appropriate fire district; and •G. If connection to a community or municipal water or sewer system is proposed, a letter from the governing body stating a willingness to serve; and H. Narrative explaining why exemption is being requested; and I. It shall be demonstrated that the parcel existed as described on January 1, 1973 or the parcel as it exists presently is one of not more than three parcels created from a larger parcel as it existed on January 1, 1973. J. A $100.00 fee must be submitt-. w' the catio 4 j\) U . S c 19 vT [flail Zy Adress �- � ({Q2, a "64-'0 City State lam- S 33,,z, Telephone Number 3055 Trinity Drive No. 626 Los Alamos, New Mexico 87544 October 10, 1984 Mr. Ted Vaughan 0259 County Rd. 320 Rifle, Colorado 81650 Attention for: Garfield County Dept. of Development Dear Mr. Vaughan: Assuming that no problems appear in the future, we have verbally agreed to sell to you a portion of our property which is located west of Rifle (the Becktell, or Balzac, property). This portion consists of 10-12 acres and is concerned only with the house, related buildings, well, and immediate surrounding area. You have our permission to survey out this portion and establish the new boundries as a required preliminary to completing this sale. Yours truly, Warren H. Buxton also signing for: Charles K. (Kenneth) Buxton Edith B. Sarver copies to: Kenneth Buxton Edith Sarver Vernon T. Shelton, attorney • s:e. "4-1 .1,- %. • • 1. A 42 10.4..h. . .. .4.. •-• N.. -- 4•!:r ,c ir,,e . m4, ..t., ..,„ .: I .... iii:.,... r.,.., • ko .., - .0". • 1,..?..; -. ...i' i'de-1( S5 1,4•..i.i. ' - 1 .4;0 A. -,.•...I:" 1, .:'• • .• ,..: ..:1;;;;;.(' 4 ....',. ...::::. --"•••••••.:. . . ....tirs........ ..*. ; Vc•?,.. ...1 . . • 1 i.t'' ........ r4.• .4 • t ,u • . . . . . . .. . . • ' % • ' • '..• .. ' • ... II ir.....V.;:" ,..............,...... .0\ -)1771 • - `5i'• • • ‘1.- . s D - s s J4 • ADVANCE COPY - SUBJECT TO CHANC ^ItViS 4L' CC\ '• lap Unit No. 10C SOIL CHARACTERISTICS Depth to bedrock Texture Surface : Loam Subsoil : Clay loam - Substratum : Loam Unified Classification : ML, CL :More than 60 inches Permeability : "Moderate Percent coarse fragments : 0 (greater thaq 3 inches) Salinity (ECx10' @ 25°C) . pH (surface) . 6.6 to 7.8 Shrink -swell Potential : Moderate Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group : B Corrosivity Steel (uncoated) : High Concrete : Moderate ')EGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields . 0 ` Sewage Lagoons M Seepage, slope Sanitary Landfill Trench : 0 Area . 0 Shallow Excavations • 0 Dwellings w/basements w/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil M Low strength M Low strength : M • Low strength Good Small stones : Fair Low strength : Unsuited Unsuited Fair Small stones SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION Map Unit No.10D SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification Permeability Percent coarse fragments (greater thag 3 inches) Salinity (ECx10 @ 25°C) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete DEGREE & KIND OF LIMITATIONS (0 is Slight, 11._i_s_22cAgrat,e, S is Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill Trench Area Shallow Excavations Dwellings w/basements w/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil : More than 60 inches Loam (/ : Clay loam Loam : ML, CL Moderate V : 6.6-7.8 : Low to moderate Low : None B High Moderate Severe) : M S 0 M : M M Slope Slope Steep slope Scope Low strength, slope Low strength, slope M Low strength, slope Fair Slope Fair Low strength Unsuited Unsuited Fair Small stones, slope SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION s c Map Unit No.X10E Part A SOIL CHARACTERISTICS Depth to bedrock : More than 60 inches Texture Surface • Loam Subsoil . Clay loam Substratum : Loam Unified Classification ML, CL Permeability : Moderate Percent coarse fragments : 0 (greater that 3 inches) Salinity (ECx10 @ 25°C) pH (surface) 6.6 to 7.L Shrink -swell Potential : Moderate C. Potential frost -action (surface) . Low Flood Hazard : None Hydrologic Group Bim, Corrosivity Steel (uncoated) . High Concrete : Moderate DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields / S Slope 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 • Unsuited Topsoil • Poor Slope •31 SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION • Map Unit No.X1OE Part B SOIL CHARACTERISTICS Depth to bedrock Texture Surface : Stony loam Subsoil . Gravelly sandy loam Substratum : Very gravelly fine sandy loam Unified Classification . GM, SM Moderatelyrapid Permeability Pid Percent coarse fragments . 0 to 25 (greater thaq 3 inches) Salinity (ECx10 € 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 : More than 60 inches DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe)/ Septic Tank Absorption Fields : S Slope Sewage Lagoons . S Slope Sanitary Landfill Trench : M Seepage Area . S Slope Shallow Excavations Dwellings w/basements w/0 basements S Slope, small stones S Slope S. Slope Local Roads & Streets : S Slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Poor, small stones, slope Roadfill : Fair, slope Sand : Unsuited Gravel : Unsuited Topsoil : Poor Small stones, slope, excess lime K=.15 SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION 4 lap Unit No. 6CF SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification Permeability Percent coarse fragments (greater thaq 3 inches) Salinity (ECx10 @ 25°C) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete : 10-20 inches : Channery loam : Channery loam : GC, CL -IIIA, CL; : Moderate . 5-25 6.6-7.8 • Moderate . Low . None . D : High . 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/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill' Sand Gravel Topsoil K = .28 SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION S Slope, depth to rock S S S S • S • S Slope, depth to rock Slope, depth to rock Slope, depth to rock Slope, depth to rock Slope, depth to rock Slope, depth to rock S Slope, depth to rock : Poor Slope, thin layer, area reclaim : Poor • Slope, thin layer, area reclaim Unsuited Poor • Thin layer, excess fines Poor Slope, thin layer, area reclaim '•0.:,•••-vrc.foroltaztort, • 1111.nort1od st T Son No . • 3 2 Mildred AUG 8 M/9 1•••""e Amami/ %%iv/ 'it, • •Not, ALI N w (HESE PPESENTS THAT .• • i.11.1111111:jaZ11Sa; 371p Ggtd Street — Apt a• paiColiOrnstift1d0:0,170.0" Po. Box of Street Ado( C) • 40V/Sed reitiveri••• .1111 tV C/O Warren H. EluxtOn ••• Los Alamos, $7544 • RI COMM F, WT •1011010001, f00 AUL Is X - '•'• for and in consideration of ten dollars and other WARREN H. BUXTON. CHARLES X. BU EDITH E. sARVER • ,•• . Second Party c/o Warren H. Buxton 3710 Cold Street - Apt. 9 P.O. Box or Street Address s Alamos, NM State Mons, in hand paid, ttetreby s•flts aryl 87544 " • • ' • 1:i le•w•cyWIcomeno• n • Ca woo° C•••••••1.•• e••10•0,V,p a • l„....red ••••••••• usicnbed property in the County o Carfield — and State )1 C.n4t.rado $ee Exhibit A" attached hereto and ,by reference incorporated in and made a part hereof, ••••• mitts WI its arourtenanon and warrants title to vv. sar-v• **(coot and tor +Pc, t•• .)!'et T • LiA•1100, the ,4 - current y•ar. U.S patent resereationit afv" 4r,VnjIt'l rrate•-er Ts in • 0440,,0•4 0, • " pinwale nature., plannirg, tonow; and o:0••••• xp,....••••trttitt r ,••1 awl ogee, sews, ressrvenorn and inn:opfront. I/. • • (110 STATE DOCUMENTARY TEE PLOUlikED - t‘aidoration less than S2S.00.) • • SIGNED ' August •• , 74 1t21:: ' . t •• nee el par toot 4,4 .• - STATE Of VICW ,try/Co I., C{KAT Y OF LOS ALAW.4 I° • ;', 1,0 Prirworralr) 0111 woo.. ter. - 111•14••« ,.• • , • ,.... • ft, ... 19.2.2.—.I7;:i: Marrein H. AuKte n - •/ 407.,, t 41 't , 0 ,ttlit \ pattlwaship. • .,. foirmet,,•,velli• ' .. M. •rh.)0V,'-,14,y • fo ( / ' ' vi 4 • el • f., ti• I; ' ta; • ty . s'si 7d • .7 4 eon '.-V44..,, 17. . . . • ••••selit IOW 1010 ' *ow fitio 14 at. i1,1. • • I.V.144041fr'' .,,P. • . ''.;.'" .,4 -.2716 tract of land situate in Section 30 of Township 6 South, Range 94:- i!estipNR., more particularly described: follows: ,Beginning at the corner common to Sections 25, 30, 31, and 36 -.of said township and range; thence:14. 825 feet; thence E. 940 feet to the true point of beginning; thence M. 1,058:7 :feet snore or less, to the South meander line of the Colorado , ARiver; thence Easterly along said South meander line the ,''' following courses and distances: OR. 35°08' C. 330.1 feet,777-7. TN. 83'03' E. 314.9 feet,* -- S 85'08' E. 399.0 feet, .- S. 8134° E. 324.1 feet,.-- .i, -.:s. 70°32' E. to the intersection of said South neander line '. 4f:with the North boundary line of Lot 6 of said Section 30; ', ..j,. thence Easterly along the North boundary line of said Lot • - L,' to its intersection with the South boundary line of said •-Lot 6; thence West along the South boundary line of said Lot 6 to its intersection with the East boundary line of the StASE% of said Section 30; thence S. 495.0 feet; thence - - x W. 2,885.0 feet to the true point of beginning. ,- , •'' , 4.'i, Together with all improvements thereon and all ditch and water ,rights appurtenant to, used and in connection upon therewith. ,. • - -Said tract of land is also described as and copprised llo ' •.,' Lot S. •.the East 1,555 fest of Lot 7, the East 225 feet of the Meth 495 foot of Lot 9, the North 14 acres of the Snit* and the Iforth 14 acres of the 5W1/46Eig, all in SoCtion 30 of Toww004 6 - •''' South, Range 94 West, 6th 12.H. 4'. :* 0 • f • 11. 0095 ( - • .C71 VC) • Cri kr; cn ,.. ; \ --,,-t, .,----- dVW NOIldW3X3 NVH9flVA -.. A •"-C.-,..../-_,.... • • ... ..- i ' ( (--- • September 18, 1984 VAUGHAN EXEMPTION List of adjoining landowners. (See attached copy of tax map for relative positions.) 001 Anvil Points Properties Ltd. 103 West National Bank Building Pueblo, CO 81003. 003 Allen, Gary D. & Elaine M. 6208 County Road 309 Parachute, CO 81635. 004 Schmitz, Peter R. 7877 E. Mississippi #907E Denver CO 80231. Attn: Midge Dickinson 118 Anvil Points Properties Ltd. 103 West National Bank Building Pueblo, CO 81003. 119 The National Audubon Society 950 3rd. Avenue New York, NY 10022. 2175-312-00-128 Potter, Samuel Bert Jr. 0598 County Road 323 Rifle, CO 81650. • • 12+ 17+ 18 2-H B (RAF) T C1J- \� 056 ? 2.- al .JAR I ID .V�RADO�� 2175-312-00-028 04 i / 0� SEE MAP NO 2175-31 4� T I •HFZ 2405-052-00-014 0 Roa 1 622 acres into 10 and 612 1\+^CO Ux m W 0 0 Z 0▪ 00 0 0 .., CT▪ , m I C 0 O 0 m£ 04h -�v CO ro 0,1 • v uCO m • p) O r 0 z CO 0 CO ?C..O °'^ .-4 .0 0 0 0 o 0 W0 0 0 ma xo Cv \r-6 N W 0, W 0 z°CO CO U 01 rn r. 4.53 acres into 2.25 and 2 160 acres into 14.7 and 145.3 .0 cn • co z z o d 0 0 0 •- CO + ,-I z -I x o 0 co0 UF) 0 7 (0 I x .0 .0 0 0 m ti Z m x z coZ 0 Q co O co Iol " • oti 3 q� 3 +' C... C” 0 0 CO co co c4 I U N N of 0 O N 0 0 0 0 0 0 m u') s, 'cep 77 0c) s Ido -2LIc L✓ h I J S �a� O li - c -0-00-c7.• - L 3 coC3 ! ' 0 /O1-1 — Oci o p cilL7 • rtg fu\° -V qa • • Grand Valley Fire Protection District P.O. Box 95 Parachute, CO 81635 October 22, 1984 Garfield Co. Department of Development 100 8th St. Box 640 Glenwood Springs, Co. 81601 Att: Cynthia M. Houben Dear Madam: In regards to the Ted Vaughn property at 0259 Co. Rd. 320, this property is in our fire district. If you have any further questions, you may contact me at any time. Grand Valley Fire Protection Dist. otvc 41, 1910,. • • GARFIELD COUNTY DEPARTMENT OF DEVELOPMENT PLANNING / ENVIRONMENTAL HEALTH / BUILDING: 945-8212 MEMORANDUM TO: Cindy Houben, Planner FROM: Ed Feld, Environmental Health Officer �) DATE: October 24, 1984 RE: Letter of Feasibility for Sewage Disposal - Petition for Exemption - Ted L. Vaughan Based on the information received by this office and past experience with sewage disposal facilities in the immediate area of the proposed exemption, this office has determined and believes on-site sewage disposal facilities to be both feasible and practical, commensurate with both County and State regulations, provided proper permits are obtained prior to construction. It should be further noted that, due to the known conditions, only the following types of on-site sewage disposal systems would be acceptable, provided unforeseen problems are not encountered. XX Approved septic tank and subsurface absorption area Approved septic tank and sealed dispersal system Approved septic tank and unsealed dispersal system System designed by a Colorado Registered Professional Engineer Other as specified: GARFIELD COUNTY COURTHOUSE 109 8TH STREET. SUITE 306 GLENWOOD SPRINGS, COLORADO 81601 RICHARD D. LAMM Governor i OFFICE OF THE STATE ENGINEER DIVISION OF WATER RESOURCES 1313 Sherman Street -Room 818 Denver, Colorado 80203 (303) 866-3581 November 5, 1984 Ms. Cynthia Houben Garfield County Planning Department P. 0. Box 640 Glenwood Springs, CO 81602 Re: Vaughan Exemption Sec. 30, T6S, R94W Dear Ms. Houben: JERIS A. DANIELSON State Engineer We have reviewed the above referenced proposal to separate 8 acres with an existing well from a 85 -acre tract. We have no objection to this propo- sal. The availability of a well on the remaining 77 acres will be the same as any tract over 35 acres. We do not require late -registration of the existing well provided it was constructed before 1972. HDS/JRH:ma/3779 cc: Orlyn Bell, Div Eng. Sincerely, Hal D. Simpson, P.E. Assistant State Engineer