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HomeMy WebLinkAbout1.0 Application• GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.945.3470 www.garfield-county.com Exemption from the Definition of Subdivision GENERAL INFORMATION (To be completed by the applicant.) ➢ Street Address / General Location of Property: 0477 Rose Lane ➢ Legal Description of Parent Property: SEE ATTACHED ➢ Size of Property (in acres) as of January 1, 1973: 77.8 Acres ➢ Current Size of Property to be Subdivided (in acres): 77.8 ac. D Number of Tracts / Lots Created Including remainder of Parent Property: 4 > Proposed size of Tracts / Lots to be Created Including remainder of Parent Property: o Lot #: 1 containing 45.8 acres o Lot #: 2 containing 10.4 acres o Lot #: 3 containing 10.4 acres o Lot* 4 containing 11.2 acres o Lot #: containing acres ➢ Property's Zone District: Agriculture/ Residential/ Rural Density ➢ Name of Property Owner (Applicant): Doane H. Deane > Address: 0477 Rose Lane Telephone: 963-2149 ➢ City: Carbondale State: CO Zip Code: 81623 FAX: 963-1089 > Name of Owner's Representative, if any (Planner, Attorney): Ron Liston, Land Design Partnership ➢ Address: 918 Cooper Ave. Telephone: 945-2246 > City: Glenwood Springs State: CO Zip Code: 81601 FAX: 945-4066 STAFF USE ONLY ➢ Doc. No.: Date Submitted: TC Date: • • Commissioners shall not sign a plat of a conditionally approved exemption until all conditions of approval have been complied with. 9. The Applicant shall be required to submit a paper copy of the plat and proof that all the conditions of approval have been met to the Building and Planning Department at least twenty-one (21) days prior to the expiration of the 120 -day deadline required for signing the plat by the Board. This is to ensure timely Staff review of the materials submitted as well as proper scheduling the plat to be signed by the board. 10. Once all of the conditions, if any, have been satisfied, an Exemption Plat shall be presented to the Board for signature within 120 days of approval. The plat shall include a legal description of the exempted property, and Exemption Certificate, the County Surveyor's Certificate and a statement, if four (4) lots, parcels, or interest have been created on the parcel, that "NOTE: No further divisions by exemption from definition will be allowed." The plat shall be recorded with the County Clerk and Recorder no later than thirty (30) days after the Chairman's signature. The Chairman of the Board of County Commissioners shall not sign a plat of a conditionally approved exemption until all conditions of approval have been complied with. I have re d th= atements above and have provided the required attached information which is correct a • ac ate to e best of my knowledge. (Signature ' nt/owner) Last Revised: 11/15/2002 s • GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and Doane H. Deane (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for Exemption from the Definition of Subdivision (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. Doane H. Deane Print Name Mailing Address: Doane H. Deane 0477 Rose Lane Carbondale, CO 81623 GARFIELD COUNTY PLANNING DEPARTMENT 108 8TH STREET #201 GLENWOOD SPRINGS, CO 81601 JEc: '`JEo SEP 2 9 2003 • • September 18, 2003 Garfield County Dept. Of Building & Planning 108 8th Street Glenwood Springs, CO 81601 Re. Exemption from the Definition of Subdivision Doane H. Deane Property To Whom It May concern: With this letter I authorize Ron Liston, of the planning firm Land Design Partnership, to act as a representative of Doane H. Deane in regard to the above referenced land use process. OARINGFORK RIVER HIGH COUNTRY 1517 BLAKE AVB, SUITE 101 GLENWOOD SPRINGS, CO PI -1.(970)945-67 FX(970) 945-2555 ENGINEERING, INC 14 INVERNESS DFNVE EAST, SUiE D136 81801 ENGLEWOOD, CO 80112 PI -L(303) 925-0554 FX(303) 925-0547 BUCK DEANE GARFIELD COUNTY, COLORADO BUCK DEANE VKYNITY EXHBrT SCALE:1: 2000 DES. DJD vicinity.DWG CK: GGS (FILE NO. DR. DJD DATE: 9-4-03 2031650.00 SHEET 1 COMPLIANCE WITH REGULATIONS FOR EXEMPTION FROM SUBDIVISION The contents of this application are summarized in the order of the Exemption Submission requirements listed in Section 8:40 of the Garfield County Subdivision Regulations. 8:40 SUBMITTAL MAPS AND SUPPLEMENTAL INFORMATION 8:41 An application for exemption shall be accompanied by the following maps: A. Sketch map, at a minimum scale of 1"=200', showing the legal desciiption 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; and Attached is a 200 scale Sketch Plan of the Lots 1, 2, 3 and 4, which encompass the entire property proposed for exemption from subdivision regulations. The approximate location of the existing residence, out -buildings, access, wetlands, floodplain information and proposed buildable areas are shown on the map. Also attached are two maps prepared by High Country Engineering showing the floodplain boundaries and defining a Minimum Finish Floor Elevation for the building envelopes on Lots 2, 3 and 4 which are within the 100 Year Flood Fringe. 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 a U.S.G.S. quadrangle map may be used. C. Attached is a U.S.G.S map at a scale of 1"= 2000' showing the configuration of the entire Deane property and surrounding area. 8:42 The following supplemental information regarding the proposed exemption shall be filed with the application: A. Copy of the deed showing ownership in the applicant. or a letter from the property owner(s), if other than the applicant: Attached is a Deed identifying Doane H. Deane as owner of the property. Doane H. Deane has signed the application form as the petitioner. B. Names and addresses of owners of record of land immediately adjoining and within two hundred feet (200') 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: Attached is the list of property owners within 200 feet along with a copy of a portion of the Garfield County Assessor's Map identifying parcel numbers of properties within 200 feet of the subject property. No mineral rights have been severed from the property. C. Evidence of the soil types and characteristics ()leach type; The SCS Soil Map, soil descriptions and evaluation tables are attached covering the entire property. D. Proof of legal and adequate source of domestic water for each lot created. Proof of a legal supply shall be an approved substitute water supply plan contract or augmentation plan, an approved well permit or legally adjudicated domestic water source. Proof of physical supply for the public meeting may bedocumentation from the Division of Water Resources that demonstrates that there are wells within 1/4 mile of the site 1 N 00'00`00" E Rose Lane Extension W Q) U1 rn x .+ Cr eltO Cif - • • (-14 I ti rnco • 0� mo co • 0. " W O 0 000 m \ 00 1 • \ 1 r / / / / / / / /I / / 1 1 / 1 of I 1 / / / , r1 / I\ / \\ I3 N 0 10 O 0 CV • 4S6L m c rn X 0 3 m t4 3 o m� \ • c t' Cs: rn uflur +• N NJ CAE )''— t—+ P Q P CAD ,Z90` .069 NORTH 3Nn 110011100 1004 01 ND 0c.i DEANE SUBDIVSION EXEMPTION Nva H3JNS • • producing at least five (5) gallons/minute. Prior to the signing of a plat. all physical water supplies shall demonstrate the following: An existing well, Permit # 230940, is proposed to serve Lot 1. The Colorado Division of Water Resources Field Inspection Report estimates the production of the well at 50 gpm. Lots 2, 3 and 4 will share a common well to be drilled under Permit #230939. The well permits are attached herewith along with an approved Change of Ownership for Permit # 230939. The well will be drilled into the Roaring Fork River aquifer so there is little question about the production capability of the new well. Also attached is a Statement of Water Well Filing for a well located on an adjacent property within 300 to 400 feet of the location of the proposed second well. The Filing states production of that well at 10 gpm. 1. That a four (4) hour pump test be performed on the well to be used: 2. A well completion report demonstrating the depth of the well, the characteristics of the aquifer and the static water level; 3. The results of the four (4) hour pump test indicating the pumping rate in gallons per minute and information showing drawdown and recharge; 4. A written opinion of the person conducting the well test that this well should be adequate to supply water to the number of proposed Lots; 5. An assumption of an average of no less than 3.5 people per dwelling unit, using 100 gallons of water per person, per day. 6. If the well is to be shared, a legal, well sharing declaration which discusses all easements and costs associated with the operation and maintenance of the system and who will be responsible for paying these costs and how assessments will be made for these costs; 7. The water quality be tested by an independent testing laboratory and meet State guidelines conceming bacteria and nitrates. For water supplies based on the use of cistern, the tank shall be a minimum of 1000 gallons. All information listed in 1-7 above will be provided prior to presentation of the exemption plat. E. Method of sewage disposal, and letter of approval of fire protection plan from appropriate fire district; Sewage disposal will be by engineered ISDS. Attached is a letter from High Country Engineering identifying the type of individual sewage disposal system that will be required to serve the lots. Also attached is a letter from the Carbondale & Rural Fire Protection District acknowledging their ability to serve the proposed lots. An agreement regarding payment of Fire District Impact Fees shall be presented prior to recording of the exemption plat. F. If connection to a community or municipal water or sewer system, is proposed, a letter from the goveming body stating a willingness and ability to serve: There are no community water or sewer systems near enough to provide service. G. Narrative explaining why exemption is being requested; The property has been owned by the Deane family since the 1950s. The Applicant desires to create three 8-9 acre lots for potential sale, with the Applicant/Owner desiring to retain Lot 1 on which the family homestead is located. The proposed lot sizes are consistent with numerous other lots in the surrounding area. The property is zoned Agriculture / Residential / Rural Density allowing a minimum lot size of 2 acres. Building envelopes have been identified on Lots 2, 3 and 4 which avoid wetland impacts. Wetland boundaries, which have been stake in the filed by Beach Environmental, influence the configuration of the proposed building envelopes are shown on the attached Sketch Plan. 2 • • Following final rectification of the infield wetland staking with the final exemption plat, a slight adjustment of the boundary line between Lots 2 & 3 maybe necessary to allow access to Lot 2 without impact on the wetlands. The very linear wetlands area (about 3 foot wide) shown on the east side of Lot 3 is associated with a lateral irrigation ditch. It is likely this ditch will be abandoned in preference for sprinkler irrigation and as a result these wetlands will disappear. The 100 Year Floodplain Fringe and Floodway are identified on maps prepared by High Country Engineering which are attached herewith. Ali or significant portions of the building envelopes in Lots 2, 3 & 4 are within the 100 year Flood Fringe and will require fill material to be placed within the building envelopes to accommodate residential construction. The attached letter from High Country Engineering identifies the finish floor elevation criteria for each building envelope and confirms that placement of fill within the building envelopes will not adversely impact floodway flows. Lot 1 has direct access to a county road which is known as the Rose Lane Extension. Legal access to Lots 2, 3 and 4 will be provided by an existing easement along the southern edge of the Deane property. This easement serves three lots in the Day Subdivision Exemption located adjacent to and east of the Deane property. Attached herewith is a Memorandum of Understanding regarding the existing agreement. The granted width of this easement will be expanded (by the exemption plat) to thirty feet for the benefit of the proposed Tots. The expanded easement will also allow placement of utility services. The County's approval of the Day Exemption required that an emergency vehicle turn around be maintained at the end of this easement within the Day Subdivision Exemption. This turn -around is in place and signed to keep if free for emergency vehicle use (See the attached letter from the Carbondale Fire District). Future driveway entrances into the proposed lots will also serve as turn out points along the existing roadway. No easements other than the expansion of the existing access described above are required for the creation of the proposed lots. The exemption plat will include a described easement for the existing irrigation ditch that crosses the property. A draft road maintenance agreement is attached. The draft is subject to final review by legal counsel prior to submission of the exemption plat. H. It shall be demonstrated that the parcel existed, as described on January 1, 1973, or the parcel, as it exists presently, is one (1) of not more than three (3) parcels created from a larger parcel, as it existed on January 1. 1973; and Attached are two deeds that document the existence property in its current configuration prior to the January 1, 1973. 1. School fees, taxes and special assessments have been paid. (The school impact fee is $200.00 for each lot created). A check for the school district impact fee shall be presented prior to recording of the exemption plat. A certificate issued by the Garfield County Treasure is included herewith indicating all property taxes have been paid • • </G 111111111111111111111111111111111111111111111111111 1111 591542 11/07/2001 02:48P 81301 P461 M ALSDORF 1 of 2 R 10.00 D 0.00 GARFIELD COUNTY CO Recording Requested By: Doane H. Deane And en corded Ma To: Krabac& Sande - P.C. 201 N Mi- Str:-t, Suite Aspe CO 81:1 PERSONAL REPRESENTATIVES' DEED Wyrick G. Deane and Harvey Bolshoun, as Personal Representatives of the Estate of Louise Glover Deane, whose addresses are 3129 Maroon Creek Road, Aspen, CO 81611 ("Grantor"), for Ten Dollars and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, hereby sells and conveys to Doane H. Deane, whose address is 0477 Rose Lane, Carbondale CO 81623 the following real property in Garfield County Colorado: LOTS 5, 6 AND THAT PART OF LOTS 3, 4, and 10, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 50 FEET SOUTH OF THE NW CORNER OF THE RANCH FORMERLY OWNED BY JOHN LEONARD AND RUNNING NORTH ALONG SAID RANCH LINE AND SAID LINE EXTENDED 2135 FEET; THENCE W. 200 FEET; THENCE SOUTH 2135 FEET; THENCE EAST 200 FEET TO THE PLACE OF BEGINNING. ALL OF THE AFORESAID LANDS BEING IN SECTION 35, T7S, R88W, OF THE 6th P.M. EXCEPTING THEREFROM THAT PART OF LOT 6, SEC. 35 TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN DESCRIBED BY METES AND BOUNDS AS FOLLOWS, TO WIT: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 6 THENCE NORTH ALONG THE EAST BOUNDARY LINE TO THE NORTHEAST CORNER OF SAID LOT; THENCE WESTERLY ALONG THE NORTH BOUNDARY LINE OF SAID LOT TO A POINT 430 FEET WEST OF SAID NORTHEAST CORNER; THENCE SOUTHERLY AND PARALLEL WITH THE EAST BOUNDARY LINE OF SAID LOT TO A POINT ON THE SOUTH BOUNDARY LINE OF SAID LOT; THENCE EASTERLY ALONG THE SOUTH BOUNDARY LINE OF SAID LOT A DISTANCE OF 430 FEET TO THE PLACE OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO also known as 0477 Rose Lane, Carbondale CO 81623 3193\G:\Deane\2prdeed.carb.wpd Rd 4 1- 53"31 s- / /-75 f-7 5/i c ,� 7 ( L F/ 1111111 11111 1111 11111111111 If 111111111111111111111 591542 11/07/2001 02 2 of 2 R 10.00 D 0.00 GARFIELD COUNTY CO together with all its appurtenances, and Grantor warrants the title to all persons claiming by or through Grantor, subject to matters of record and real property taxes for 2001 and thereafter. Dated: April Q1.0 , 2001 STATE OF COLORADO COUNTY OF /3/1- 14 The ore•oing day of Representa ive of hand and official U) ; • Wyric.' G.. Deane, Personal Representative of the Estate of Louise Glover Deane Harvey B shoun, Personal Represe ative of the Estate of Louise Glover Deane ss. instrument was acknowledged before me this , 2001, by Wyrick G. Deane as Personal the Estate of Louise Glover Deane. Witness my seal. My commission expires: O1--Oc'.D7...-- Agillir Notary Public W STATE OF COLORADO COUNTY OFYLC`\% The fore•oing day of : • Representa ive of hand and official 8.JN. MIR SS.AsSINIM instrument was acknowledged before me thisaa , 2001, by Harvey Bolshoun as Personal the Estate of Louise Glover Deane. Witness my seal. My commission expires: Z0Z09 00 (80103 '8310130 1S tliNa0311d0 VCSJ ZOOZ-1"9 S3tildx3 NOISSIVYW00 AW 3193\G:\Deane\2prdeed.carb.wpd Notary Public \\�� NE ......... 8.4f 0fillri \\CA c : ' *(PRY'•.9 _1 '=O �O ,•�........... oFOF G\,,,N\� 0 06/23/2003 02:32 9709631089 4110 Page 784 ttecord,a pl JU u'rJlxk....,r..., i 'Inception No.... 97677 C.h113.,..3.....T^.--.t;an 'Nisi/Ego, mad( il.;, 8 th day oI May in the 7oar of nor Lord cue thpu,und nint lrnndred and fifty—seven between CHATILES WEAKLINE and GWENI)OLYN WEAKLINE of the County Of Garfield Ind State of Colorado, 41 the (irtl parr, and H. A. DEANE and LOUISE CLOVER DEANE, in Joint tenancy [taco, diet, ftl;ConPurr4 fi1'AMI• nl the eoontyvI Oa rfield and i. WITNZUSZTI that 5 1c of Colorado, i, lite .'toad part: �. Ih' old part 1 @ 6 0l the tint part, /or end In con, 41ent1on of the .um of Ten Dollars and other good and valuable consideration 40 the add part lee of the find part in had paid by the said pante• of the second part, the receipt "ghetto! 11 r hereby eoifened and au4nawiedscd, have granted, turrgained, .old and conveyed, and by atter pre.ente do pesos, bargain, .ell, convey and confirm u.to 1h. said pewit. of the •stood part, tittle Lefts and atria.% Iortrer, net In 4e.al+cy In eo.onron but In Joint tmun y, 111 the fallowing dcrerlotd Iota or parcel • of land, .hoar'. lying and being In the County of Garfield sod stata stays. s, of Colorado, to-wh: Lots S, 6 and that part of Lots 3, 4, and 10, described us follows: f lnninR at a point 50 fent South of the NW earner of the ra.tirh f'arn':rly owned by John 1_eonhat•Jy ani running Norio along scald conch `ln" and said line extended 2175 fret; thence W. 200`fe:et; thence -,nut-t: 'i)� feet; diener Last 200 feet; to they place of beginning, said tract containing 9.B7 acres, more or less,, 31l of aforot:a111 lands br'1nr in see. )S •1,, 7, r• la Ri convey -ed, all ditch end ditch 1trights, water and watert/riyhLseused on or 1n er:,nnectton with said above lands, Including therewith (but pot limited thereby) an undivided 9/10ths interest In and to the Sestet/ Enlargement of the Slough Ditch king wa from the �'oarinr Fork !liver, In WaterahnDistri t No. 30, togetherter a Like Interest In and to the water rights decreed to field Ditch, said w-tter oelnr; a 9/10th I,ntcreet in and to u.) cu. ft. of water per secani of time. Together with all improvements situate thereon. There Is excepted and reserved from l;t,n above, that part of above lot 6, hereto conveyed to Albert tligga nnci r;mmu Riggs, by deed dated November 17, 1936 ani or rpenrd in the office of the Clerk and lieeorder of clarflr:Ic1 county, Colorado, In book 185 at page /40). There la also excnpied her•efrom one-hc;1f of all oil, a, other mine.lal@, which were reserved 1n -iee,1 gas and at ease 61 of the records of clic C recorded In book 245 Oarfleld County, aunty Clgrk sand ijeavrder of e.g'1'f„,r .n.. ,.[1,11..c,. , • 4 lifklrE s• _. .,....�vr.nrw, �''"�•ru. ••" County of Oarf laid .U1441.6A144.. WI/ a>ir. t LcrALI — / .. T� �! 1... The foregoing I..er+lr.l tot WPM acs, uowled,cd lettere c,e Ibi. fv th 57 . bya Charles WeahJ,1 a and GwerndolynBWeakllneday of May My carnn.lufo. crooked L-, o2r s .19 6 /Witness roc h►nd and official/W. 11-941-ft111, ,c �:j. f !... '(.111 .t �1 .:Isiil ). Illi EXIJI111'r "I" 15EAI.1 '774-..C-7Via.... 1'awlr- 1 r•••'4, .it. ,,lI,,,J...tal o• •. n••• te...i %.,,• on rlw, rb. err.. , •$'I III. ,l••..I �1.Ma. 4144 et Irt.n1 at waw.• .,. .,.r r....., ... ... .._ ;'tti,••. nt U,n,.r-1..1••l....._...t �e:..,.1 •tl,• 1. 'la1'1• 11...'• rp.l PAGE 14 LCD coc n ASSESSOR SCALE w a. 0 a. s 0 0 0 Lu z J L IL 0 200 FOOT as 0 0 e •850-00— l52—C62Z LSs 00-1. 0 0 N C v a 0) o� V C 3 N 0 - o Q0 0 U) L ‘4..- (I) .0 (I)0 = c 0 0 a> s V 0 0 0) E 0 P W z Li] n U ID £00-00—Z52-26CZ w M O co Ati I O I 0 O S S I 20L0—'0 -Z; -'0 M I c%, a 8 8 N S �' Z J a g 1 c I0 0 J 0 —Lo I Nt') c • • PROPERTY OWNERS WITHIN 200 FEET OF DEANE PROPERTY Collected from the Garfield County Assessor's Records on September 17, 2003 2393-351-00-007 Gerbaz, Molly O.O. Box 1325 Carbondale, CO 81623 2393-351-00-008 Gerbaz, Molly Leslie P.O. Box 1235 Carbondale, CO 81623 2393-351-00-057 Poncelet. Bernard 855 Rose Lane Carbondale, CO 81623 2393-351-00-058 Lagal, Alain 875 Rose Lane Carbondale, CO 81623 2393-354-00-061 100 Road Cattle Company LLC C/O Thomas A. Polachek 500 West Madison St. Ste. 3700 Chacago, IL 60661-2511 2393-353-00-036 Deweiler, Thomas W. & Judy S. 467 Rose Lane Carbondale, CO 81623 2393-351-00-009 Bayless, Timothy H. & Nancy 61 Barksdale Drive Atlanta, Gorgia 30309 2393-352-00-010 Hughes, Clement F. & Charlotte & Roxan K. PO Box 606 Carbondale, CO 81623 • • 2393-263-00-002 Bailey Family Investments Caompany PO Box 15808798 Sioux Falls, SD 57186 2393-361-18-019 Ranch At Roaring Fork Common Recreation Reserve 14913 Highway 82 Carbondale, CO 81623 2393-352-00-011 Schauster, James H. & Erma J. 422 Rose Lane Carbondale, CO 81623 2393-352-00-003 Eubank, Dale 498 Rose Lane Carbondale, CO 81623 • • MINERAL RIGHTS OWNERS Doane H. Deane Property, Parcel # - 2395-35-00-002 Alsbury, Frederick E. III 279 Spence Road Libby, MT 59923-9023 Cole, Sharon A. Alsbury 17 Virginia Drive Missoula, MT 59803 Cerise, Joyce J. 1402 Greystone Dr. Carbondale, CO 81623-1830 13 - SOIL TYPE "B", ATENCIO-AZELTINE COMPLEX, 3 TO 6 PERCENT SLOPES. 42 - SOIL TYPE "D", FLUVAQUENTS, 0 TO 10 PERCENT SLOPES. 92 - SOIL TYPE "C", REDROB LOAM, 1 TO 6 PERCENT SLOPES. /HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, 14 INVERNESS DRIVE EAST, SUITE 101 SUITE 0136 GLENWOOD SPRINGS, CO 81601 ENGLEWOOD, CO 80112 PH.(970) 945-8676 PH.(303) 925-0554 FX.(970) 945-2555 FX.(303) 925-0547 SCS EXHIBIT GARFIELD COUNTY, COLORADO BUCK DEANE PROPERTY SCS SOIL EXHIBIT SCALE:1' = 1000' SCS.DWG DES. DJD CK: GGS FILE NO. DR. DJD DATE: 8/5/03 2031650.00 SHEET 1 • Aspen -Gypsum Area, Colorado nmem,13—Atencio-Azeltine complex, 3 to 6 percent slopes. This map unit is on alluvial fans and terraces. The native vegetation is mainly grasses and shrubs. Elevation is 5,900 to 6,500 feet. The average annual precipitation is 15 to 18 inches, the average annual air temperature is 44 to 46 degrees F, and the average frost -free period is 105 to 120 days. This unit is about 60 percent Atencio sandy loam and 30 percent Azeltine gravelly sandy loam. Included in this unit are small areas of soils that are similar to the Atencio and Azeltine soils but are finer textured. Also included are small areas of gravel bars. Included areas make up about 10 percent of the total acreage. The Atencio soil is deep and well drained. It formed in alluvium derived dominantly from sandstone and shale. Typically, the surface layer is reddish gray sandy loam about 6 inches thick. The next layer is sandy loam about 4 inches thick. The subsoil is about 10 inches of sandy clay loam over about 4 inches of gravelly sandy loam. The upper 6 inches of the substratum is gravelly sandy loam. The lower part to a depth of 60 inches is very gravelly sand. The soil is noncalcareous to a depth of 20 inches and calcareous below that depth. In some areas the surface layer is gravelly or cobbly. Permeability is moderate to a depth of 30 inches in the Atencio soil and rapid below this depth. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is slight. The Azeltine soil is deep and well drained. It formed in alluvium derived dominantly from sandstone and shale. Typically, the surface layer is reddish gray gravelly sandy loam about 9 inches thick. The upper 7 , inches of the substratum is gravelly loam. The lower part to a depth of 60 inches is extremely gravelly sand. The soil is calcareous throughout. In some areas the surface layer is cobbly loam or sandy loam. Permeability is rapid or very rapid below a depth of 16 inches in the Azeltine soil. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is slight. This unit is used mainly for irrigated hay or pasture. It also is used for crops, urban development, wildlife habitat, or rangeland. If this unit is used for hay and pasture, the main limitations are the low available water capacity and small stones. Grasses and legumes grow well if adequate fertilizer is used. Good management helps to maintain optimum vigor and quality of forage plants. Because these soils are droughty, applications of irrigation water should be light and frequent. Irrigation water can be applied by corrugation, sprinkler, and flooding methods, If properly managed, the unit can produce 4 tons of irrigated grass hay per acre annuall This unit is moderately well suited to irrigated crops If furrow or corrugation irrigation systems are used, ru should be on the contour or across the slope. If prope managed, the unit can produce 70 bushels of barley p acre annually. The potential plant community on this unit is mainly western wheatgrass, Indian ricegrass, needleandthrea big sagebrush, and Douglas rabbitbrush. Nevada bluegrass, prairie junegrass, and bottlebrush squirrelte also are included. The average annual production of a dry vegetation is about 800 pounds per acre. Suitable management practices include proper grazing use anc a planned grazing system. If the quality of range vegetation has seriously deteriorated, seeding is needed. The main limitations are cobbles and stones. For successful seeding, a seedbed should be prepared and the seed drilled. Brush management improves deteriorated areas of range that are producing more woody shrubs than wei present in the potential plant community. If this unit is used for homesite development, the main limitation is small stones. Population growth has resulted in increased construction of homes in areas c this unit. Topsoil can be stockpiled and used to reclair areas disturbed during construction. The gravel and cobbles in disturbed areas should be removed if the si is landscaped, particularly in areas used for lawns. If the density of housing is moderate or high, community sewage systems are needed to prevent the contamination of water supplies resulting from seepag from onsite sewage disposal systems. This map unit is in capability subclass IVe, irrigated and Vle, nonirrigated. It is in the Rolling Loam range site. 14—Callings-Yeljack complex, 25 to 65 percent slopes. This map unit is on ridgetops, benches, and mountainsides. Elevation is 7,500 to 9,500 feet. The average annual precipitation is 18 to 20 inches, the average annual air temperature is 39 to 41 degrees F, and the average frost -free period is 70 to 80 days. This unit is about 50 percent Callings soil and 40 percent Yeljack soil. Included in this unit are small areas of Mine, Arie, Ansari, Jerry, Millerlake, Uracca, and Mergel soils. Included areas make up about 10 percent of the total acreage. The Callings soil is deep and well drained. It formec in alluvium and colluvium derived dominantly from sandstone. Typically, the surface layer is dark brown loam about 5 inches thick. The next 6 inches is gravell loam. The subsurface layer is very cobbly clay loam Aspen -Gypsum Area, Colorado Suitable management practices include proper grazing use and a planned grazing system. The suitability of this soil for range seeding is poor. The main limitation is the slope. The slope limits access by livestock. The limited accessibility results in overgrazing of the less sloping areas. This unit is poorly suited to homesite development. The main limitation is the slope. This map unit is in capability subclass Vile,' nonirrigated. It is in the Deep Loam range site. IIII/42—Fluvaquents, 0 to 10 percent slopes. This IIIbroadly defined unit consists of deep, somewhat poor! drained, nearly level soils on flood plains and alluvial valley floors. These soils formed in alluvium. Fluvaquents are stratified and vary widely in texture and in depth to sand, gravel, and cobbles. Typically, tl surface layer ranges from loamy sand to fine sandy loam or from silt loam to clay loam. The underlying layers are generally sandy loam or loam stratified with sand, gravel, and cobbles. In some areas gravel and cobbles are on or near the surface. The water table fluctuates between depths of 0.5 fc and 2.0 feet during spring and summer. These soils a occasionally flooded for brief periods in late spring ani early summer. Included in this unit are small, isolated areas of Redrob soils. Also included are small, isolated areas where water stands at or near the surface all year. These water areas are identified by a special symbol the soil maps. Included areas make up about 15 percent of the total acreage. These soils are used for wildlife habitat, recreationE development, or grazing. The native vegetation is mainly cottonwood, willow, water -tolerant grasses, sedges, and rushes. Mule deer, cottontail rabbit, coyo and bobcat and ducks, geese, and other native birds find food and shelter on these soils. Where feasible, planting small grain, trees, and shrubs improves the habitat for upland wildlife. This unit is poorly suited to homesite development. The main limitations are the flooding and the seasona high water table. This map unit is in capability subclass Vlw, nonirrigated. It generally is in the Riverbottom range site. At the higher elevations, however, it is in the Mountain Meadow range site. 41—Evanston loam, 45 to 65 percent slopes. This deep, well drained soil is on alluvial fans, terraces, and valley sides. It formed in mixed alluvium. Elevation is 6,500 to 8,000 feet. The average annual precipitation is 13 to 15 inches, the average annual air temperature is 42 to 46 degrees F, and the average frost -free period is 80 to 90 days. Typically, the surface layer is brown loam about 12 inches thick. The subsoil is clay loam about 13 inches thick. The substratum to a depth of 60 inches or more is loam. Included in this unit are small areas of Tridell soils, areas of Evanston soils that have slopes of less than 45 percent, and small areas of Rock outcrop. Included areas make up about 15 percent of the total acreage. Permeability is moderate in this Evanston soil. Available water capacity is high. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is moderate or severe on the steeper slopes. This unit is used mainly as rangeland. It also is used as wildlife habitat. The potential plant community on this unit is mainly bluebunch wheatgrass, western wheatgrass, muttongrass, Douglas rabbitbrush, and mountain big sagebrush. Utah serviceberry, mountain snowberry, prairie junegrass, and Ross sedge commonly are also included. The average annual production of air-dry vegetation is about 1,500 pounds per acre. If the range condition deteriorates, mountain big sagebrush, Douglas rabbitbrush, cheatgrass, and annual weeds increase in abundance. Suitable management practices include proper grazing use and a planned grazing system. The suitability of this soil for range seeding is poor. The main limitation is the slope. The slope limits access by livestock. The limited accessibility results in overgrazing of the less sloping areas. This unit is poorly suited to homesite development. The main limitation is the slope. This map unit is in capability subclass Vile, nonirrigated. It is in the Deep Loam range site. 43—Forelle-Brownsto complex, 6 to 12 percent slopes. This map unit is on mountains and benches. Elevation is 6,500 to 7,500 feet. The average annual precipitation is 12 to 14 inches, the average annual ai temperature is 40 to 44 degrees F, and the average frost -free period is 85 to 105 days. This unit is about 55 percent Forelle soil and 30 percent Brownsto soil. Included in this unit are small areas of Tridell soils knolls, Mussel and Morval soils in swales, and basalt Rock outcrop. Also included are small areas of soils that are similar to the Forelle and Brownsto soils but have soft bedrock below a depth of 40 inches. Include areas make up about 15 percent of the total acreage. The Forelle soil is deep and well drained. It formed mixed alluvium derived dominantly from sedimentary Aspen -Gypsum Area, Colorado 90—Mussel loam, 6 to 12 percent slopes. This deep, well drained soil is on terraces, fans, and foot slopes. It formed in alluvium. Elevation is 6,500 to 7,500 feet. The average annual precipitation is 13 to 14 inches, the average annual air temperature is 42 to 44 degrees F, and the average frost -free period is 75 to 90 days. Typically, the surface layer is Tight gray loam about 8 inches thick. The upper 34 inches of the substratum is sandy clay loam. The lower part to a depth of 60 inches is gravelly sandy clay loam. Included in this unit are small areas of Yamo soils. Included areas make up about 10 percent of the total acreage. Permeability is moderate in the Mussel soil. Available water capacity is high. The effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is moderate. This unit is used as hayland, as rangeland, or for urban development. It is suited to hay and pasture.. The main management concerns are low fertility and the slope. Grasses and legumes grow well if adequate fertilizer is used. If properly managed, the unit can produce 4 tons of irrigated grass hay per acre annually. The potential plant community on this unit is mainly western wheatgrass, needleandthread, Nevada bluegrass, Sandberg bluegrass, and big sagebrush. The average annual production of air-dry vegetation is about 800 pounds per acre. Areas that are heavily infested with undesirable plants can be improved by chemical or mechanical treatment. If the quality of range vegetation has seriously deteriorated, seeding is needed. If this unit is used for homesite development, the main limitation is the slope in the steeper areas. The slope is also a management concern if septic tank absorption fields are installed. Absorption lines should be installed on the contour. Access roads should be designed to control surface runoff and help stabilize cut slopes. This map unit is in capability subclass IVe, irrigated and nonirrigated. It is in the Rolling Loam range site. Included in this unit are small areas of Yamo soils and soils that are similar to the Mussel soil but have slopes of 6 to 12 percent. Included areas make up about 10 percent of the total acreage. Permeability is moderate in the Mussel soil. Availat water capacity is high. The effective rooting depth is 6 inches or more. Runoff is medium, and the hazard of water erosion is moderate. This unit is used as rangeland or for urban development. The potential plant community is mainly western wheatgrass, Nevada bluegrass, Sandberg bluegrass, needleandthread, and big sagebrush. The average annual production of air-dry vegetation is abc 800 pounds per acre. Range seeding may be needed if the range is in pc condition. The main limitations are the slope and the limited availability of irrigation water. In areas where brush is removed by prescribed burning or by chemic or mechanical methods, the hazard of erosion may increase. If this unit is used for homesite development, the main limitation is the slope. The slope is also a management concern if septic tank absorption fields a installed. Absorption lines should be installed on the contour. Access roads should be designed to control surface runoff and help stabilize cut slopes. This map unit is in capability subclass VIe, nonirrigated. It is in the Rolling Loam range site. 4.492—Redrob loam, 1 to 6 percent slopes. This dee somewhat poorly drained soil is on alluvial valley floor low terraces, and flood plains. It formed in mixed alluvium derived dominantly from sandstone and shalE Elevation is 5,800 to 7,200 feet. The average annual precipitation is 16 to 18 inches, the average annual ai temperature is 40 to 44 degrees F, and the average frost -free period is 85 to 105 days. Typically, the surface layer is dark grayish brown loam about 14 inches thick. The next layer is stratified stony loam about 6 inches thick. The substratum to a depth of 60 inches is stony and very cobbly loamy sar and sand. Included in this unit are small areas of Fluvaquents and Atencio, Azeltine, Showalter, and Morval soils. Included areas make up about 15 percent of the total acreage. Permeability is moderate in the surface layer of the Redrob soil and rapid in the rest of the profile. Availat water capacity is low. The effective rooting depth is 6( inches for water -tolerant plants but is 20 to 40 inches for other plants. Runoff is slow, and the hazard of wat erosion is slight or moderate on the steeper slopes. A high water table is at a depth of 18 to 48 inches 91—Mussel loam, 12 to 25 percent slopes. This deep, well drained soil is on fans and foot slopes. It formed in alluvium. Elevation is 6,500 to 7,500 feet. The average annual precipitation is 13 to 14 inches, the average annual air temperature is 42 to 44 degrees F, and the average frost -free period is 75 to 90 days. Typically, the surface layer is light gray loam about 8 inches thick. The upper 34 inches of the substratum is sandy clay loam. The lower part to a depth of 60 inches is gravelly sandy clay loam. 64 Soil Survey throughout the year. This soil is subject to rare flooding of brief duration. Ice jams may cause flooding during prolonged cold periods in winter. This unit is used for irrigated hay and pasture or as wildlife habitat. It is well suited to hay and pasture. The main limitations are the restricted rooting depth for plants that are not water -tolerant and a short growing season. The wetness limits the choice of suitable forage plants and the period of cutting or grazing and increases the risk of winterkill. Irrigation water can be applied by furrow, border, corrugation, and sprinkler methods. This unit provides food and cover for waterfowl and other wetland wildlife. This unit is poorly suited to homesite development. The main limitations are the wetness and the hazard of flooding. This map unit is in capability subclass IVw, irrigated and nonirrigated. It is in the Riverbottom range site. 93—Rogert very stony sandy loam, 25 to 65 percent slopes. This shallow, well drained soil is on mountainsides. It formed in residuum derived dominantly from granite. Elevation is 7,500 to 9,500 feet. The average annual precipitation is 18 to 20 inches, the average annual air temperature is 36 to 38 degrees F, and the average frost -free period is 35 to 60 days. Typically, the upper part of the surface layer is dark grayish brown very stony sandy loam about 6 inches thick. The lower part is brown very gravelly sandy loam about 11 inches thick. Hard granite is at a depth of 10 to 20 inches. The soil is noncalcareous throughout. Included in this unit are small areas of soils that are similar to the Rogert soil but are finer textured and deeper over granite bedrock. Also included are small areas of soils that are similar to the Rogert soil but have a lighter colored surface layer. Included areas make up about 15 percent of the total acreage. Permeability is moderately rapid or rapid in the Rogert soil. Available water capacity is very low. The effective rooting depth is 10 to 20 inches. Runoff is medium, and the hazard of water erosion is moderate. This unit is used for livestock grazing or wildlife habitat. The potential plant community is mainly western wheatgrass, bluebunch wheatgrass, prairie junegrass, and mountain big sagebrush. Other plants that characterize this site are needleandthread, Indian ricegrass, Idaho fescue, and small numbers of many forbs. Some areas of aspen are also included. The average annual production of air-dry vegetation is about 1,000 pounds per acre. The suitability of this unit for range seeding is poor. The main limitations are the slope and the surface stoniness. Suitable management practices include proper range use, deferred grazing, and rotation grazing. Aerial spraying is suitable for brush management. This unit is poorly suited to homesite development. The main limitations are the slope and the depth to bedrock. This map unit is in capability subclass Vile, nonirrigated. It is in the Rocky Loam range site. 94—Showalter-Morval complex, 5 to 15 percent slopes. This map unit is on alluvial fans, high terraces, and valley sides. Elevation is 7,000 to 8,500 feet. The average annual precipitation is 14 to 16 inches, the average annual air temperature is 42 to 44 degrees F, and the average frost -free period is 80 to 90 days. This unit is about 45 percent Showalter very stony loam and 35 percent Morval loam. The Showalter soil is in convex areas, and the Morval soil is in the more concave areas. Included in this unit are small areas of soils that are similar to the Morval soil but have a thicker surface layer. Also included are small areas of soils that are similar to the Morval soil but have 30 to 40 percent cobbles in the substratum. Included areas make up about 20 percent of the total acreage. The Showalter soil is deep and well drained. It formed in alluvium derived dominantly from basalt. About 10 to 15 percent of the surface is covered with stones, 5 percent with cobbles, and 5 percent with gravel. Typically, the surface layer is brown very stony loam about 8 inches thick. The upper 3 inches of the subsoil is very cobbly clay loam. The lower 28 inches is very cobbly clay. The substratum to a depth of 60 inches or more is very cobbly clay loam. Permeability is slow in the Showalter soil. Available water capacity is moderate. The effective rooting depth is 60 inches or more. Runoff is medium, and the hazard of water erosion is slight. The Morval soil is deep and well drained. It formed in alluvium derived dominantly from basalt. Typically, the surface layer is brown loam about 7 inches thick. The upper 12 inches of the subsoil is clay loam. The lower 4 inches is loam. The substratum to a depth of 60 inches is loam. The soil is noncalcareous to a depth of 19 inches and calcareous below that depth. Permeability is moderate in the Morval soil. Available water capacity also is moderate. The effective rooting depth is 60 inches or more. Runoff is medium, and the hazard of water erosion is slight. This unit is used as hayland or rangeland, for crops, or for homesite development. It is moderately suited to hay and crops. The main limitations are the surface stoniness, the slope, and the slow permeability. • • 192 Soil Survey TABLE 10. --BUILDING SITE DEVELOPMENT --Continued Soil name and map symbol Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets Lawns and landscaping 12*: Rock outcrop. 13*: Atencio Azeltine 14*: Callings Yeljack 15*, 16*: Charcol Mord 17*: Cochetopa Antrobus 18*, 19*: Cochetopa Antrobus 20 Coulterg 21*: Curecanti Fughes Severe: cutbanks cave. Severe: cutbanks cave. Severe: slope. Severe: slope. Severe: slope. Severe: slope. Moderate: too clayey, slope. Severe: large stones. Severe: slope. Severe: large stones, slope. Severe: slope. Severe: cutbanks cave. Moderate: too clayey, slope. See footnote at end of table. Moderate: shrink -swell. Slight Severe: slope. Severe: slope. Severe: slope. Severe: shrink -swell, slope. Severe: shrink -swell. Severe: large stones. Severe: shrink -swell, slope. Severe: slope, large stones. Severe: slope. Moderate: slope, large stones. Severe: shrink -swell. Slight Slight Severe: slope. Severe: slope. Severe: slope. Severe: slope, shrink -swell. Severe: shrink -swell. Severe: large stones. Severe: slope, shrink -swell. Severe: slope, large stones. Severe: slope. Moderate: slope, large stones. Severe: shrink -swell. Moderate: shrink -swell, slope. Moderate: slope. Severe: slope. Severe: slope. Severe: slope. Severe: shrink -swell, slope. Severe: shrink -swell, slope. Severe: slope, large stones. Severe: shrink -swell, slope. Severe: slope, large stones. Severe: slope. Severe: slope. Severe: shrink -swell, slope. Moderate: shrink -swell. Slight Severe: slope. Severe: low strength, slope. Severe: slope. Severe: low strength, slope, shrink -swell. Severe: low strength, shrink -swell. Severe: large stones. Severe: low strength, slope, shrink -swell. Severe: slope, large stones. Severe: slope. Moderate: slope, frost action, large stones. Severe: shrink -swell, low strength. Moderate: droughty. Moderate: small stones droughty. Severe: slope. Severe: slope. Severe: large stones slope. Slight. Moderate: slope. Severe: large stones Severe: slope. Severe: large stone: slope. Severe: slope. Severe: large stone: Moderate: large stones slope. • • 194 Soil Survey TABLE 10. --BUILDING SITE DEVELOPMENT --Continued Soil name and 1 Shallow map symbol excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets Lawns and landscaping 34 Empedrado 35 Empedrado 36 Empedrado 37 Etoe 38 Evanston 39, 40, 41 Evanston 42* Fluvaquents 43*: Forelle Brownsto 44*: Forelle Brownsto 45 Forsey 46, 47 Forsey 48 Fughes 49 Goslin 50 Goslin Slight Moderate: slope. Severe: slope. Severe: slope. Slight Severe: slope. Severe: cutbanks cave, wetness. Moderate: slope. Severe: cutbanks cave. Severe: slope. Severe: cutbanks cave, slope. Moderate: large stones. Severe: slope. Moderate: too clayey. Slight Severe: slope. See footnote at end of table. Slight Slight Moderate: slope. Moderate: Moderate: Severe: slope. slope. slope. Severe: Severe: Severe: slope. slope. slope. Severe: Severe: Severe: slope. slope. slope. Slight Slight Slight Severe: Severe: Severe: slope. slope. slope. Severe: Severe: Severe: flooding, flooding, flooding, wetness. wetness. wetness. Moderate: Moderate: Severe: slope. slope. slope. Moderate: Moderate: Severe: slope. slope. slope. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: shrink -swell. Slight Severe: slope. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: shrink -swell. Slight Severe: slope. Severe: slope. Severe: slope. Moderate: slope, large stones. Severe: slope. Severe: shrink -swell. Moderate: slope. Severe: slope. Moderate: frost action. Moderate: slope, frost action. Severe: slope. Severe: slope. Slight Severe: slope. Severe: wetness, flooding, frost action. Moderate: slope. Moderate: slope. Severe: slope. Severe: slope. Moderate: frost action, large stones. Severe: slope. Severe: shrink -swell, low strength. Slight Severe: slope. Moderate: large stones. Moderate: large stones, slope. Severe: slope. Severe: slope. Slight. Severe: slope. Severe: wetness. Moderate: large stones, slope. Moderate: small stones, droughty, slope. Severe: slope. Severe: slope. Severe: large stones. Severe: large stones, slope. Moderate: large stones. Slight. Severe: slope. • • Aspen -Gypsum Area, Colorado 1 <, TABLE 10. --BUILDING SITE DEVELOPMENT --Continued Soil name and map symbol Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets Lawns and landscapinc 87*: Tridell 88*: Moyerson • Rock outcrop. 89 Mussel 90 Mussel 91 Mussel 92 Redrob 93 Rogert 94*: Showalter Morval 95*: Showalter Morval 96 Southace 97 Southace 98, 99 Southace Severe: cutbanks cave, slope. Severe: depth to rock, slope. Severe: cutbanks cave. Severe: cutbanks cave. Severe: cutbanks cave, slope. Severe: cutbanks cave, wetness. Severe: depth to rock, slope. Moderate: too clayey, large stones, slope. Moderate: slope. Severe: slope. Severe: slope. Moderate: large stones. Moderate: large stones, slope. Severe: slope. See footnote at end of table. Severe: slope. Severe: shrink -swell, slope. Slight Moderate: slope. Severe: slope. Severe: flooding. Severe: slope, depth to rock. Moderate: shrink -swell, slope, large stones. Moderate: shrink -swell, slope. Severe: slope. Severe: slope. Moderate: large stones. Moderate: slope, large stones. Severe: slope. Severe: slope. Severe: depth to rock, slope, shrink -swell. Slight Moderate: slope. Severe: slope. Severe: flooding, wetness. Severe: depth to rock, slope. Moderate: slope, large stones. Moderate: slope, shrink -swell. Severe: slope. Severe: slope. Moderate: large stones. Moderate: slope, large stones. Severe: slope. Severe: slope. Severe: shrink -swell, slope. Slight Severe: slope. Severe: slope. Severe: flooding. Severe: slope, depth to rock. Severe: slope. Severe: slope. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: slope. Severe: slope. Severe: low strength, slope, shrink -swell. Moderate: frost action. Moderate: slope, frost action. Severe: slope. Moderate: wetness, flooding. Severe: depth to rock, slope. Moderate: slope, frost action, shrink -swell. Moderate: low strength, slope, frost action. Severe: slope. Severe: slope. Moderate: large stones. Moderate: slope, large stones. Severe: slope. Severe: slope. Severe: slope, thin layer. Slight. Moderate: slope. Severe: slope. Moderate: wetness. Severe: small stone: slope. Severe: large stone: Moderate: slope. Severe: large stone. slope. Severe: slope. Severe: droughty. Severe: droughty. Severe: droughty, slope. 202 Soil Survey TABLE 11. --SANITARY FACILITIES --Continued Soil name and map symbol Septic tank absorption fields Sewage lagoon I areas Trench sanitary landfill Area sanitary landfill Daily cover for landfill 12*: Ansari Rock outcrop. 13*: Atencio iimilmaajwompairimiffINO Azeltine 14*: Callings Ye1jack 15*, 16*: Charcol Mord 17*: Cochetopa Antrobus 18*, 19*: Cochetopa Antrobus 20 Coulterg Severe: depth to rock, slope. Severe: poor filter. Severe: poor filter. Severe: percs slowly, slope. Severe: percs slowly, slope. Severe: slope. Severe: percs slowly, slope. Severe: peres slowly. Severe: large stones. Severe: percs slowly, slope. Severe: slope, large stones. Severe: slope. See footnote at end of table. Severe: depth to rock, slope. Severe: seepage. Severe: seepage. Severe: slope. Severe: slope. Severe: seepage, slope. Severe: seepage, slope. Severe: slope. Severe: slope, large stones. Severe: slope. Severe: slope, large stones. Severe: slope. Severe: depth to rock, slope. Severe: seepage, too sandy. Severe: seepage, too sandy. Severe: slope, large stones. Severe: slope. Severe: slope, large stones. Severe: slope, too clayey. Severe: too clayey. Severe: large stones. Severe: slope, too clayey. Severe: slope, large stones. Severe: slope. Severe: depth to rock, slope. Poor: area reclaim, large stones, slope. Severe: Poor: seepage. seepage, too sandy, small stones. Severe: Poor: seepage. seepage, too sandy, small stones. Severe: Poor: slope. large stones, slope. Severe: Poor: slope. slope. Severe: Poor: seepage, small stones, slope. slope. Severe: Poor: seepage, too clayey, slope. hard to pack, small stones. Moderate: Poor: slope. too clayey, hard to pack, small stones. Moderate: Poor: slope. large stones. Severe: Poor: slope. too clayey, hard to pack, small stones. Severe: Poor: slope. large stones, slope. Severe: Poor: slope. slope. • • 204 Soil Survey TABLE 11. --SANITARY FACILITIES --Continued Soil name and map symbol Septic tank absorption fields 1 I Sewage lagoon 1 Trench 1 Area areas 1 sanitary 1 sanitary 1 landfill 1 landfill Daily cover for landfill 29*, 30*: Rock outcrop. 31 Dotsero 32 Dotsero 33*: Earsman Severe: slope. Slight Rock outcrop. 34 Empedrado 35 Empedrado 36 Empedrado 37 Etoe 38 Evanston 39, 40, 41 Evanston 42* Fluvaquents 43*: Forelle Brownsto 44*: Forelle Brownsto Severe: depth to rock, slope. Slight Moderate: slope. Severe: slope. Severe: slope. Moderate: percs slowly. Severe: slope. Severe: flooding, wetness, poor filter. Moderate: percs slowly, slope. Moderate: slope. Severe: slope. Severe: slope. See footnote at end of table. Severe: seepage, slope. Severe: seepage. Severe: seepage, depth to rock, slope. Severe: seepage. Severe: seepage, slope. Severe: seepage, slope. Severe: slope. Moderate: seepage, slope. Severe: slope. Severe: seepage, flooding. Severe: slope. Severe: seepage, slope. Severe: slope. Severe: seepage, slope. Severe: seepage, slope. Severe: seepage. Severe: depth to rock, slope. -Severe: seepage. Severe: seepage. Severe: seepage, slope. Severe: slope, large stones. Slight Severe: slope. Severe: flooding, seepage, wetness. Moderate: slope. Moderate: slope, too sandy. Severe: slope. Severe: slope. Severe: seepage, slope. Severe: seepage. Severe: depth to rock, slope. Severe: seepage. Severe: seepage. Severe: seepage, slope. Severe: slope. Slight Severe: slope. Severe: flooding, seepage, wetness. Moderate: slope. Moderate: slope. Severe: slope. Severe: slope. Poor: slope. Fair: small stones. Poor: area reclaim, small stones, slope. Fair: small stones. Fair: small stones, slope. Poor: slope. Poor: large stones, slope. Good. Poor: slope. Poor: seepage, too sandy, small stones. Fair: slope. Poor: small stones. Poor: slope. Poor: small stones, slope. Aspen -Gypsum Area, Colorado. TABLE 11. --SANITARY FACILITIES --Continued Soil name and map symbol Septic tank absorption fields Sewage lagoon areas Trench sanitary landfill Area sanitary landfill I Daily cover for landfill 80 Moen 81 Moen 82, 83 Monad 84 Morval 85, 86 Morval 87*: Morval Tridell 88*: Moyerson Rock outcrop. 89 Mussel 90 Mussel 91 Mussel 92 Redrob 93 Rogert 94*: Showalter Severe: depth to rock. Severe: depth to rock, slope. Severe: percs slowly, slope. Moderate: percs slowly. Severe: slope. Severe: slope. Severe: poor filter, slope. Severe: depth to rock, slope. Moderate: percs slowly. Moderate: percs slowly, slope. Severe: slope. Severe: wetness, poor filter. Severe: depth to rock, slope. Severe: percs slowly. See footnote at end of table. Severe: depth to rock, slope. Severe: depth to rock, slope. Severe: seepage, slope. Moderate: seepage, slope. Severe: slope. Severe: slope. Severe: seepage, slope, large stones. Severe: depth to rock, slope. Moderate: seepage, slope. Severe: slope. Severe: slope. Severe: seepage, flooding, wetness. Severe: seepage, depth to rock, slope. Severe: slope, large stones. Severe: depth to rock. Severe: depth to rock, slope. Severe: slope. Moderate: too clayey. Severe: slope. Severe: slope. Severe: slope, large stones. Severe: depth to rock, slope. Slight Moderate: slope. Severe: slope. Severe: seepage, wetness, too sandy. Severe: depth to rock, seepage, slope. Severe: large stones. Severe: depth to rock. Severe: depth to rock, slope. Severe: seepage, slope. Slight Severe: slope. Severe: slope. Severe: slope. Severe: depth to rock, slope. Slight Moderate: slope. Severe: slope. Severe: seepage, wetness. Severe: depth to rock, seepage, slope. Moderate: slope. Poor: area reclaim. Poor: area reclaim, slope. Poor: slope. Fair: too clayey, small stones. Poor: slope. Poor: slope. Poor: slope. Poor: area reclaim, hard to pack, slope. Good. Fair: slope. Poor: slope. Poor: seepage, too sandy, small stones. Poor: depth to rock, seepage, small stones. Poor: small stones. Form No. GWS -25 APPLICANT OFFICE OF THE#ATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 318 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3531 LR WELL PERMIT NUMBER 230940 DIV. 5 WD 38 DES. BASIN MD ESTATE OF LOUISE GLOVER DEANE 0/0 DOANE H DEANE 0477 ROSE LANE CARBONDALE, CO 81623- (970) 963-2149 REGISTRATION OF EXISTING WELL APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 NW 1/4 Section 35 Township 7 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES 3.350 Ft. from South 3250 Ft. from East Section Line Section Line UTM COORDINATES Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A CONDITIONS OF APPROVAL 1) This well shalt be used in such a way as to cause no material injury to existing water does not assure the applicant that no injury will occur to another vested water right of water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Weil Construction of a variance has been granted by the State Board of Examiners of Water Weil Cons,, Contractors in accordance with Rule 18. 3) This welt is recorded and permit approved in accordance with CRS 37-92-602(5) for described in CRS 37-92-602(1)(e), being a well producing 50 GPM and used for ordi (3) single family dwellings, fire protection, the watering of domestic animals, poultry a the irrigation of not more than one (1) acre of home gardens and lawns. 4) The date of first beneficial use. as claimed by the applicant, is August 1, 1945. I WATER RIGHT rights. The issuance of this permit preclude another owner of a vested Rules 2 CCR 402-2, unless approval ruction and Pump Installation use as indicated herein and nary household purposes inside three nd livestock on a farm or ranch, and APPROVED JD2 State Engineer Receipt No. 0470748 DATE ISSUED JAN Q 1 7001 BY -EXPIRATION DATE V/ oWS-rs ( 192} COLORADO DIVISION OF WATER RESOURCES FIELD INSPECTION REPORT RECEIVED Please complete this form in INK aPPL receii"ckerl DV. .,WD. La3:‘ i OE[' 2 8 WAFER RESOURCES DATE OF INSPECTION: 10 ata 1 t0 0 PURPOSE OF INSPEC77ON: LATE REG. X , 0 __ W E„�,, . COLO. APPLICANT: 1�, c Ate, .. '' t - DSIA-1 .- person contacted rf not applicant }.�4`17R fi E ADDRESS: 0417 C ___ _ - W.C. name & phone #: S \Pis.-- �-- ( l) 9 Lrc7 -- !'eS' UEC 2 2 2uuu GS2 Z.tcoa.3 phone: (q`)0) 961- al iL`1 EXISTING WELL LOCATION: 714, ALJ 7/4, Sec. 3Twp. 'l DIST 3'55 {main , C.417P.M. _fine, ZP.na. W sec_line; County �r (If repL, give dist & dir. to new well site - ) circle type of existing well: HAND DUG, SPRING WELL, GALLERY WELL, GRAVEL PIT, 077-IER any other wells are located on this parcel?(yes)howmmny /AO (no); l +r#,a# e? EST. DATE WELL CONSTRUCTED *co G- Vci-t5 DATE OF FIRST USE C 19i 5 EST. ,PUMPING RATE 50 TOTAL # OF ACRES IN7Fil ; TRACTIPARCEL C ASS address of property (if different than applicant address): Sud vc C gpm add subd/percel Ifo. # acres irrigated (non-exempticrop irr) NAME OF AUG. PLAN? LISE OF WELL Y household use In (Indicate haw marry) t single family dwelling(s) watering of poultry andfor domestic animals (`domestic animals` would include a few cows, horses, etc) ____,_ watering of hivestock on a farm or ranch - approx. how many head? 10 - �{ is this a feed lot? N. n : how many head? V' (it is important to specify estimated hituric lawn? len trr_) hr. 1 4 (..a- squaw tilacre of lawn and/or garden ffr+e prgtectra i comment ial - drinking & sen. only? (write details in 'comments' section) other (write details In 'comments' section) nes / no WERE THE USES CHECKED ABOVE IM77ATED PRIOR TO MAY 8, 1972? NOTE: IF ANY GE IN THE HISTORIC USE OF THIS WELL HAS OCCURRED SINCE MAY 8 1972 •lease indicate the dates) the use clanged, and discuss this changelsndfor exoetn of the currentlorproposed use in the 'conuntf' section of this form Of completing inspection for NO a 4 Pr USES, use comments section below (include case #, # acres irr. if applicable, etc.)) dated: 3Z 100 signed : additional comments and/or information: efir rnoreroom for comments an the bait REPORT DATE I hu Jul 31 10:24:41 MDT 2003 OLORADO WELL APPLICATIOIMND PERMITS COLORADO DIVISION OF WATE ESOURCES Receipt 0470748 Permit 230940 Div 5 Wd 38 Basin Md Engineer JD2 User AOT Full Name ' Uses DEANE LOUISE GLOVER ESTATE OF Address DOMESTIC CIO DOANE H DEANE 0477 ROSE LANE CityState Zip CABONDALE CO 81623- Pump Rate Ann Amt Depth Telephone Proposed 50.00 3.50 40 (970) 963-2149 Actual 0.00 0.00 0 Case Irrigated Area 1.00 ACRES Permit XRef Elevation 0 Well Name Perf Casing Top 0 County GARFIELD Perf Casing Bottom 0 Q10 Water Level 0 Q40 SE Aquiferl ALL UNNAMED AQUIFERS Q160 NW Aquifer2 Sec 35 Driller LR Ts 7 South Pump Installer Rng 88 West Statute Meter Log Qual AbReq Pm Sixth 6025 No No No No 3350 feet from South Section line Comment 3250 feet from East Section line LR FOR 3 SFD, 1 AC IRRIGATION, AND LIVESTOC Subdivision Filing Block Lot Parcel Size PIN 80.00 Main Activity 12-22-2000 Well permit issued. Interim Status Last Action 01-04-2001 Well permit issued. Permit Issued 01-04-2001 Permit Expires Expire Notice Sent Well Const Report Well Const Complete Well Report (Non-trib) Pump Install Report Pump Install Complete 1st Beneficial Use 07-31-1945 Statement Benef. Use Benef Use (Non-trib) Abandonment Report Well Plugged , May.23. 2003 10:34AM Kra acher Sanders PC No.50?8 Form No OFFICE OF THE STATE ENGINEER 4W>a�2t COLORADO DIVISION OF WATER RESOURCES f B 8 ,ifs tisi a 13 5fl.rmpn 81. Denver, COlor0d0 0 (303188 -3801 APPLICAlIT WELL PERMIT NUMBER 230939 DIV 8 WD 38 DES 9ASIN MD ESTATE OF LOUISE GLOVER DEANE C/0 DOANE H DEANE 0477 ROSE LANE CARBONDALE, CO 81823 APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 35 Township 7 8 Range 88 W Sixth P M 1211BTANCE8 FROM numb' LIE 3400 Ft from South Section Line 1850 Ft. from East Section Line (070) 963-2149 tJ't'M CODRDthiATE9 PEzt2MIT TQgONSTRUC'TA WELL Notthing EpeUng ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RtOHT CONDITIONS OF,APPROVAL 1) This well shall be tBed In such a way as to cause no mstenei ill ury to existing water rights The Issuance of this permit does not assure fres appscant that no injury will occur to another vested water right or preclude another owner ore vested water right from seeking retied m a otvil court action 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402.2, unless approval of e.vsnence has aeon granted by the State Board of Examiners of Water Well Construction and Pump Instslteten Contrac ore in accordance with Rule 16 3) Approved pursuant to CR8 37-92-602(3)(0)(II)(A) me the only well on e riot of land of 90 38 acres described es thet portion of the NE 1/4, 8eo 36, Twp 7 5, Rng 88 W, 8ixah P M , Garaeid County, rnore particularly described on the attached exhibit A The use of ground water from this well Is limited to fire protection, ordinary household purposes Inside not more than three (3) single farndy dweilinge, the watanng of poultry, domestic animate and livestock on a farm pr ranch end itis irrigation of not more then one (1) acre of home gardens and lawns 5) The maximum pumping rate of Me well shall•not mead 16 GPM e) The return flow from the use or title well moat be through an individual waste water d)sposal system of the non -evaporative type where the water is returned to the same stream systerh in which the wall 14 located This will shell be constructed not more than 200 feet from the location epecIfled on Vile permit, /- y-' ( Permit Expiration Date Extended to January 4, 2004 AOT 12-24-02 APPROVED JD2 vise z state engineer rapt NtL0318e DATE ISSUED a o 4 2o0t ay EXPIRATION DATE JAN 0 Zi .2003 May.23. 2003 10:34AM Krabacher Sanders PC Dec 23 2002 3:10PM Kra 9 er Sanders PC No 5078 P 2 4111 No 1645 P. 4 Form No. ova -11 03/02 STATE OP COLORAbO OFFICE OP THE STATE ENGINEE! 811 Centennial 81dg,,1313 Sherman St„ Denver, CO 80203 (303) 850-3881 Fax (303) 098.9510 For Mice Use Only RECEIVED OEC 2 3 2002 VII ill II ittpelIC(s 'd 414 iN01Y1 d ,prr ' 1°C1'41°5-9 CHANGE IN OWNERSHIP/ADDRESS CORRECTION OF THE WELL LOCATION Insert the Well Permit Number 23a9sv , Name. address end chane ar the mum t►stndnc ow nerehln of the wall, NAMES)n,.. Mailing Addrei6 City, St ZIP -. -4--. _..- 0473•.-.-�• -Roa a Late -- . a,Irhnodale.,.. Cl? 2.3.- �..._____..__,t_ If your wall beau absolute water right, decreed by the court end the wel l is hat reelotered with the State ter Court Case Nwtrb Civil � Acton Numlalga the exo and well tuber u decreed. .�� Phone (112 .. .�.,�,_ 1 9b3jt4L ,.,— - _ Thls form le flied by the named Indlvidual/entlty claiming SW they are the owner of the wall permitted •e referenced above. This flung is mads pursuant to CAA. 37-00.143. WE LLQQ8TIQN; County Garfield•, Owner's Well Designation NSA (CitY) N. or ©8 , Range From LJ N. or E S., 1850 (State) (Zip) or 2 W.,., P.M. K1E, or OW, Line, FIII n (Address) s . 1/4 pletenceltocri $ylbdtvlalon The above emended ❑ Correction May 17, of the NR 1/4, Sec, , Twp, -„Z,_E OestIgn Lines 3400 , Ft r E. _ Ft, From Name NiA Lot 0 hated owner(s) say(e) that he, she (they) own the well described herein_ The existing reoord la being for the following reasons. Change In name of owner El Change In mailing eddreas of location for exempt well* permitted prior to May 8,1872 and non-exempt wells permitted before 1985. Please see the reverse elde for further information regarding correotlon tithe well location, (we) claim end slay that I (we) (pre) the owner(s) of the well deecrlbed above and that the commencement of extrnotlon of ground water from thle well, lawfully made under the H ermtt, occurred on the date Indicated, and that the statements made herein are true to y (our knowledge Please print aoang N the tBIgnert's Name & Title . t)aanii —..r.-rte�. 3) of new owner. a .. — Date 116�^..r. Airal -� - - It le this reepeneibllfy of the new owner of this ' original letter of agency signed by the owner Is - ell to - eta and sign the farm. Blgneturee of agents attaoh . • o the form upon its receipt. are acceptable If an s . ,..; 177 y For 0Mpe Uie Only ACCEPTED AS A CHANGE IN OWNERSHIP AND/OR MAILING ADDRESS. 8tate>ineec By Daae 07/30/2003 _1 19. 9709631089 • • - me. arINO •010. ••••=, •••• amm. nmw owm, I wo PAGE 01 • `,N \ " • • • ' • , • \ 1 • "CA • '‘S. 1 • • • 4;7-r i I .• I • 2 . It) • lc▪ ;.1 i 07/30/2003 19:19 wR: u5 -t. �9 ,96 Idoia No. IDWD Use Reyi slered STATE OF COLORADO ,% COUNTY OF 0 dV 9709631089 • STATE OF COLORADO DIVISION OF WATER RESOURCES OFFICE OF THE STATE ENGINEER • Qf -Ir' MAP AND STATEMENT FOR WATER WELL FILING PERMIT NUMBER Know all men by these presents: SS Th•tthe undersigned claimants whose address is �/� AgiotA4'k ,states: City Claimant(1.1.) is. (asc the ownerkr) of the well described hereon: the total number of acres of land to be irrigated from this well is work was commenced on this well by actual con• struction day of the yield to be used from said well is which claim is hereby made for ,196/ 1/2 / (g,, far r purposes; that the average annual amount of water to be diverted is ocre-feet; and that the aforementioned statements are made and this mop and statement are filed in compliance with the law. X Claimant(4) - Subscribed before me on this day of My commission expires 19 Notary Public Dote Completed Static Water Level Total Depth ACCEPTED FOR FILING IN THE OFFICE OF THE STATE ENGINEER OF COLORADO ON THIS DAY OF . 19 —• WELL DATA 04 PAGE 02 16��ffo��m Saw wint 8191111011111 WELL LOCATION '/ of • 4.i,, -t/, sec. T. R.=. INDICATE WELL LOCATION ON DIAGRAM County 1- w NORTH 1 l 1 1 � I 1 ite I I I I I 1 t SOUTH m F m WELL SHALL BE LOCATEDWITH REFERENCE TO GOVERNMENT SURVEY CORNERS OR MON- UMENTS, OR SECTION LINES BY DISTANCE AND BEARING. ft. from _ section line. (North or South) ft from — section line. (East or West) Ground Water Basin Water Management District Domestic wells may be located by the Following: LOT SUBDIVISION FILING 1/ , BLOCK - State Engineer • FORM TO BE MADE OUT IN QUADRUPLICATE: WHITE FORM MUST BE AN ORIGINAL COPY ON BOTH SIDES AND SIGNED - WHITE copy & GREEN copy must be filed with. the State Engineer within 30 days after well is completed. PINK copy Ron Liston 918 Cooper Avenue Glenwood Springs, Colorado 81601 RE: Buck Dean Property HCE Job Number: 2031650.00 Ron, Per your request, High Country Engineering has reviewed the Buck Deane property per your site plan and recommend the following: Sanitary Sewer The sanitary sewer for new development (lots 2-4) will be provided by engineered individual sewage disposal systems. Due to the construction of buildings within the flood plain, an alternative ISDS design such as a moundable sand filter system will be required to elevate the leeching area above the ground water elevation, flood water elevation, and be prepared in accordance to the Guidelines on Individual Sewage Disposal Systems as adopted by the Colorado State Board of Health. It is anticipated that it will be necessary to integrate a dosing pump into each design so that wastewater can be pumped up to the proposed absorption area. Currently there are no existing sewer intercept lines available to serve the proposed development. Drainage / Floodplain The Roaring Fork River flows along the northern portion of the property. The floodplain and floodway have been previously mapped by FEMA (See attached Exhibits). Reviewing the available information indicates that the proposed lots will require the placement of fill material within the floodplain limits but will not impact the floodway. Approximate finished floor elevations for the lots have been added to the attached exhibit, however, once the exact building size and location are known, a site specific finished floor elevation will be provided for construction of the buildings. Upon completion of construction, a floodplain elevation certificate will be completed and submitted to Garfield County to verify construction above the floodplain. Impacts to the creek and topography from the development of this property will be minimized by the use of onsite drainage facilities to mitigate water quality in the post -development runoff from the site. Necessary measures will be taken during construction to mitigate erosion and sediment - laden runoff. The modifications to the topography will be within the 100 -year floodplain and will be reviewed on a lot -by -lot basis to minimize impacts to the floodplain. A full drainage study addressing these issues will be provided with preliminary plans. 1517 Blake Avenue, Ste. 101 Glenwood Springs, CO 81601 phone 970 945-8676 • fax 970 945-2555 14 Inverness Drive East, Ste. D-136 Englewood, CO 80112 phone 303 925-0544 • fax 303 925-0547 Grand Junction, CO 80501 phone 970 858-0933 ..fax 970 858-0275 4 • If you have any questions, or if we can be of further service to you, please feel free to contact me directly at (970) 945-8676 ext 113. HIGH COUNTRY ENGINEERING, Gregory . haner, P.E. Senior Project Manager 1 11 If 1I 6 G BUCK DEANE GARFIELD COUNTY, COLORADO BUCK DEANE EXHIBIT FLOODWAY 1J Louv HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE. 101 14 M RN 3S DE EAST, STE. 0131 a- 0- SPRINGS, Co 81801 ENDLtwOOD, Co 90112 X.(970) 945-2555 P 925-0654(303) (300)925-054547 7 n DES. DJD DR. DJD CK. GCS DATE 8/20/03 FILE: FLOODWAY 0 a� b d c) rl 0Co z 3 O 1-3 0tj1-< 171,to co EE14tiCD td zc 72,Coy' tj � y a O hi CD 1,7,dO acs d y O 1y A1C) +OO)D<OC) •Z mp yymzOmp o m yZ m pO D m m � m O<m(1 041-p0 ozAmzg�zm� �c)�ym min�zci n m p n N O N rK 0 O �IZDOOmCm0 Aczin omcA��� 3xom m. �DSm m° ym �nop[) m00 mZ0?Vl -iZ CC m /_. 'nZZ Oi p O� A ;_ma yi i).< z N DATE REVISION EXPLANATION OF ZONE DESIGNATIONS X F IF m "8" "2 �x < < c — — IFk dVIN 01 A])I 0 8 0 0 z�� caa � dx >�zx ij�� rH CJ 0C) zx cAD rzi 0 b O�tmi ZI C° C° 1-C 1-0 • HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE. 101 GLENWOOD SPRNDS, CO 81801 PH.(970) 945-8676 FX.(970) 945-2555 14 NVERE98 DRIVE EAST, BTE. D138 ENGLEWOOD, CO 80112 11{(303) 925-0551 FK(303) 925-0547 DES. djd NO. DATE REVISION BY DR. djd CK. ggs DATE 8/1/03 FILE: fema S E 785.33 �r i �.' v'; Ali /, // 1 \ i \ i p 'ii -","'"/ ,.....6.:-...7 1 ‘V i\�" //�� 6 // rr vv !/ / •--. yv 1111CAD \// 11 h/ "`�; �ri( // moi �, '.1.... n I I . It ,r0ert Cl. 3 o eaF 8 8 N3Sf1 01 S31ON <on FEMA EXHIBIT GARFIELD COUNTY, COLORADO BUCK DEANE PROPERTY FEMA FLOOD INSURANCE RATE MAP • • Deane Property Wetland Delineation Report Prepared by: Beach Environmental, LLC 715 West Main Street Aspen, Colorado 81611 92.5-3475 Introduction and Background The Buck Deane property is located in Section 35, Township 7 South, Range 88 West of the 6th Principle Meridian in Garfield County, Colorado. The Deane residence is at 0477 Rose lane, yet the lot that was delineated is at the far Eastern end of Rose lane on the North side of the road. This lot is approximately 1 to 2 acres in size and is defined by an irrigation ditch at the North edge of the property and Rose lane to the South (see attached map). Historically, this land has been used for agricultural purposes and the property is still irrigated, hayed and grazed by horses. Delineation of Wetlands During the course of this evaluation and study, we identified all areas that contain the necessary parameters that are indicative of a jurisdictional wetland are, 1) a dominant vegetative community comprised primarily by hydrophytic plants exists, 2) the hydrology of the site is sufficient to support such hydrophytic vegetation and soil saturation is of such duration during a typical growing season to create and anaerobic conditions within the upper zone of soils, and 3) the soils provide as indication that peraquic or hydric conditions exist. As described in the following paragraphs, two relatively small and non-contiguous areas within the Deane property contain the three parameters necessary to qualify as a jurisdictional wetland. The first area studied contains a small irrigation ditch that runs across the lot in a Northwesterly direction (refer to map A). This ditch was approximately 16 inches in width a 24 inches in depth. The ditch had standing water and surrounding soils were saturated to a distance of approximately one foot in either direction from the ditch banks. These saturated soils supported a small community of hydrophytic vegetation including Colorado juncos, small beak sedge and Nebraska sedge. Soil bores in this area indicated the existence of hydric soils. The second area that met all three parameters for jurisdictional wetlands is located in the southwest corner of the property. This area is being fed by an irrigation pipe, which provides about 3 to 5 gallons a minute to the field. Once this water enters the Southwestern corner if the lot water is dispersed into topographical depression where it saturates the soil and creates an area of standing water. This irrigation has created an area of functional wetland hydrology that supports a hydrophytic/wetland plant community. • • The typical soils on the Deane property were a Redrob soil that consisted of very poorly drained silty or clay loams. Soil borings confirmed the existence of clay loams saturated below 7 inches and very moist from 7 inches to the surface. Soil studies also confirm the existence of Redoximorphic features throughout the A horizon and the presence of organic material in the top 12 inches of soil. Soil hue, chroma and color were determined from several soil samples. The Matrix color was a 10YR2/2 with Mottles of 5YR3/4. In addition to a soil study, the vegetation on the property was inventoried and that information can be found on the attached wetland information data form. Any questions regarding this delineation report should be directed to Zachary Matthews at Beach Environmental. DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: be c. ti.Je. 41\3 Applicant/Owner: B - K Investigator: "::AC.. r_4-4 Date: 6' — !? -03' 3' County: (:)t,vEt'14 State: (..o La v la o)..C) Do Normal Circumstances exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? (If needed, explain on reverse.) Yes 63 ?8 No 2 No Community ID: Transect ID: Plot ID: VEGETATION Dominant/Plant Species Stratum Indicator Dominant Plant Soecies Stratum Indicator 1.lRIn�Q Y - L-.. 9. 2.1000 O!,, Cet'..�t y X4.-),`3 t ek'b 5 t.( t10. 3. �9t r:. ,., aA If" e ` 1,q, . }AC L ( 14 11. 4. j i l ' ....i'1 ( 12. 5. 13. 6. 14. 7. 15. s. 16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-). Remarks: HYDROLOGY _ Recorded Data (Describe in Remarks): _ Stream, Lake, or Tide Gauge _ Aerial Photographs Other No Recorded Data Available Feld Observations: Depth of Surface Water: Depth to Free Water in Pit: Depth to Saturated Soil: Remarks: i(3Nc e,-+ cmp, Wetland Hydrology Indicators: Primary Indicators: Inundated Saturated in Upper 12 Inches Water Marks Drift Lynes Sediment Deposits Drainage Patterns in Wetlands Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 Inches Water -Stained Leaves _ Local Soil Survey Data _ FAC -Neutral Test _ Other (Explain in Remarks) o v L' 61,-N -0,12.. �0U1hi,Q+91 Cl/00r 1-44- AAA, WAA(tf.� SOILS Map Unit Name (Series and Phase): { j( kto • .. Drainage Class: GC_ (i. /i f de Taxonomy (Subgroup): (D Feld Observations ,� Confirm Mapped Type? 4' a No Profile Descriotion: Mottle Colors Mottle Texture, Concretions, (Munsell Moist) Abundance/Contrast Structure, etc. Depth Matrix Color inches) Horizon (Munsell Moist) 0-1,L (6 YRS' R, '. )4 �k(Nc-t- gt4 C,ko, > Hydric Soil Indicators: _ Histosol _ Histic Epipedon — Sulfidic Odor Aquic Moisture Regime_ 7 Reducing Conditions_ Gleyed or Low-Chroma Colors_ _ Concretions _ High Organic Content in Surface Layer in Sandy Soils — Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) Remarks: a pp C. v - A OV' ). r 1",N( t -- ' ,..,i 6' -. .,i=1 , ._..0 A 7,v ;tn c, e_ N c ,I) . WETLAND DETERMINATION Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present? No (Circle) No No (Circle) Is this Sampling Point Within a Wetland? 'es No Remarks: f1 Approved by HOUSACE 3/92 • REb O'L KAII0 FIRE • EMS • RESCUE August 22, 2003 Mr. Ron Liston 918 Cooper Avenue Glenwood Springs, CO 81601 RE: Deane Subdivision Exemption, Fire Protection Dear Ron: I have reviewed the draft of the Deane Subdivision Sketch Plan. The plan was reviewed for compliance with the Uniform Fire Code (UFC) adopted by the District. I would offer the following comments regarding the fire protection for the property. The newly created lots will utilize the existing access that currently serves the Day Subdivision. The existing turnaround at the Day Subdivision is adequate for emergency fire apparatus. The proposal indicates that the access easement will be increased in width from 12 feet to 30 feet. • The access road serving the new lots shall have a minimum unobstructed width of 20 feet. (Section 902.2.2.1) • A minimum vertical clearance of 13 feet 6 inches shall be provided for the apparatus access road. (Section 902.2.2.1) • Fire apparatus access roads shall be capable of supporting the imposed load of the apparatus and shall be of an all-weather design. (Section 902.2.2.2) Water Supply for fire protection for the property would be supplied from responding fire apparatus which is approximately 7000 gallons, as there is no central water system or water cisterns planned. Additional water supply would be provided by water shuttle. A defensible space should be created around all structures built on the property to prevent wildfire spread to the structures. The new lots created in by the proposed subdivision are subject to impact fees adopted by the District. The developer will be required to enter into an agreement with the District for the payment of development impact fees. This payment is due prior to the recording of the final plat. Fees are based upon the per lot impact fee adopted by the District at the time the agreement is executed. The current impact fee is $417 per lot. Please contact me if you have any questions. A/€1 - Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District 300 Meadowood Drive • Carbondale, CO 81623 • 970/963-2491 Fax 963-0569 08/07/2003 19:26 9709631089 FLU -11-200 39:11 FROM:GAP D CO TREASURE 970 -3E4 -50i0 Report Data: 08/11/2003 00:03AM GARFIELD COUNTY TREASURER STATEMENT OF TAXES DUE SCHEDULE NO: R011156 ASSESSED TO: DEANE. DOANE H T• 31039 PAGE 01 P: 1' 1 Psps:1 04 tr ItO6E LANE CARBONDALE, CO 81623 LEGAL OeSCRIPT10N: SECT,TWN,RNG:36-7-88 DESC: LOT 313.52AC), LOT 4(6.10AC), LOT 5(23.16AC), DESC: LOT 6(40 4'AC) EXCEPT THE E. 430' OF LOT 6. SK:0300 PG:0384 BK:1301 PG:483 RECPT:691543 8K 1301 PG:461 RECPT:591542BK:1301 PG:460 RECPT:691641 BK:1301 PG:459 RECPT:321640 BK:1301 PG:458 RECPT:591539 BK:0890 PG:0083 PARCEL: 2393.351.00.002 SITUS ADD: 000477 ROSE LN CARBONDALE TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE 2002 TAX 7,868.90 0.00 0,00 7,888.99 0.00 TOTAL TAXES 0.00 GRAND TOTAL DUE AS OF 08/1112003"".__- . - .... ._--- ...... __- ORIGINAL TAX BILLING FOR 2002 TAX DISTRI -1R-MF Authority MITI Lsv Amount GARFIELD COUNTY 8.810 1,201.42 CARBONDALE FIRE 5.188 704.76 BASALT WATER CONSER 0.072 9.82 TOTAL 1,490,380 136,370 COLO RIVER WATER CONS 0.255 34.77 SCHOOL DISTRICT RE -1 34.588 4,712.41 COLORADO MT'N COLLEGE 3.997 545.07 ROAD 8 BRIDGE FUND 0.855 130.23 DEPT SOCIAL SERVICES 1.090 148.84 GARFIELD CAP EXPEND 2.800 381.84 0.00- Values .00. Valles Actual Assessed RESIDENTIA 1.490,380 136.370 TAXES FOR 2002 57.703 7,868.98 ALL "A UEN SALE AMOUNTS ARE SUBJECT TO CHANGE 0 E 70 ENDORSEMENT OF CURRENT TAXES BY THE LIENMOLOER OR TO ADVERTISING AND DISTRAINT IHARRAN7 FEES CHANOEi MAY OCCUR AND THE TREASJRENTS OFFICE WILL NEED 70 8E CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES -SEPT '. 2003. REAL PROPERTY -SEPTEMBER 1. TAX LIEN 2041 RZEDE9lPTION AMOUNTS MUST BE PAID ay CASH OR CASHIERS CHECK. P. 0. Buz 1009 Glenwood Bp11n9s, GO 81802-1019 (970) 9404382 • • Draft Document Subject to Revision DECLARATION OF PRIVATE ROADWAY EASEMENT AND MAINTENANCE OBLIGATIONS This Declaration is made this day of , 2003, by Doane H. Deane (hereinafter the Declarant), owner in fee of that real property described as Lot 1, Lot 2, Lot 3 and Lot 4 of the Deane Subdivision Exemption, Garfield County, Colorado. I RECITALS The Declarant is the owner and subdivider of four tracts of land known as Lot 1, Lot 2, Lot 3 and Lot 4, Deane Subdivision Exemption, Garfield County, Colorado and, by this Declaration, intend to grant and dedicate joint and common rights to the use of a private driveway serving the Lots, and impose on the Parcels, as covenants running with the land, the obligation to jointly maintain the driveway. II ROAD EASEMENT SECTION 2.01 The Declarant hereby grant and dedicate unto the owners of Lot 1, Lot 2, Lot 3 and Lot 4, Deane Subdivision Exemption Plat, their heirs, successors and assigns, a non-exclusive easement upon, over and across that, portion of said Lots, designated as an access and utility easement on the final plat of the Twin Creek Game Farm Subdivision Exemption as recorded in the office of the Garfield County Clerk and Recorder, at Reception No. , for use by the owners of the respective Lots, their successors, assigns, agents, employees, tenants, guests and invitees, for a private access road, and utility purposes, subject to the terms, conditions and provisions hereinafter set forth. SECTION 2.02 The term of the road easement herein granted shall be perpetual. 1 • • SECTION 2.03 The cost of repair, maintenance, clearing, trash removal, snow plowing, and other expenses of upkeep and preservation of the easement shall be the sole responsibility of said Lot 1, Lot 2, Lot 3 and Lot 4, Deane Subdivision Exemption, and such costs shall be shared by the owners of the respective lots, one-fourth (1/4) to Lot 1, one-fourth (1/4) to Lot 2, one-fourth (1/4) to Lot 3 and one-fourth (1/4) to Lot 4. Routine repairs, paving, clearing, trash removal and snow plowing will be conducted from time to time, as deemed necessary by the Lot owners. m ENFORCEMENT This Agreement and the terms, conditions and provisions hereof may be enforced by the owner of any of the Lots, their successors and assigns, and in the event legal proceedings are brought against any party for the purpose of such enforcement, the prevailing party or parties shall recover from the non -prevailing party or parties all costs associated therewith, including, but not limited to, reasonable attorney's fees. The owner of each Lot agrees that, upon request of any of the other owner, will certify from time to time to any person designated whether there are any breaches of this agreement. If any party fails to respond to such request within ten (10) days of the date of the request, any existing breach of the agreement shall be deemed waived by the non - respondent. IV EASEMENT SERVICE AREA Use of the easement shall be restricted to access to and from the respective Lots. The easement may not be used for the parking or storage of vehicles or equipment. The road easement is subject to the dedication of utility easements set forth on the recorded plat of the Deane Subdivision Exemption. V UTILITIES The owners of the Lots have granted on the final plat of the Deane Subdivision Exemption, a perpetual, non-exclusive easement to use the road easement for the purpose of providing utility service to the Lots or for the repair, maintenance, removal or replacement of said utilities. All instrumentalities, lines, or facilities placed in the road easement shall be maintained in a safe condition by the respective utility company or governmental agency. No grantee of a utility easement under the final plat shall in the 2 • use, construction, operation, maintenance, or repair of any utility in any way unreasonably obstruct or delay the use of the roadway easement granted herein. VI SPECIAL USES Under no circumstances shall road or access be denied to or from any Lots over and across the road easement for emergency vehicles, maintenance equipment, and government officials while on official business. VII SUBSEQUENT OWNERS The easement granted herein is appurtenant to the respective Lots in the Deane Subdivision Exemption and such easement may not be transferred, assigned or conveyed apart or separately from the respective Lots which benefit from the easement. All provisions of this agreement, including all benefits and burdens, shall run with the respective Lots subject hereto and shall be binding upon and shall inure to the benefit of the heirs, assigns, successors and personal representatives of the Declarant, subject to the provisions hereof. IN WITNESS WHEREOF, the Declarant has executed this Declaration as of the day and year first set forth. Doane H. Deane STATE OF COLORADO ss COUNTY OF GARFIELD The foregoing instrument was acknowledged before me on this _ day of , 2003, by Doane H. Deane. Witness my hand and official seal My commission expires: Public Notary 3 ub/zJ//003 02:32 9709631089 410 • PAGE 06 MEMORANDUM OF UNDERSTANDLNG THIS MEMORANDUM OF UNDERSTANDING is entered into between DOANE H. , DEANE on behalf of the Estate of Louise Glover Deane, its successors and assigns, hereinafter "Deane", and JUDITH CAROL DAY and JEFFREY T. BOYD, their successors and assigns, hereinafter "Day and Boyd". In connection with a Subdivision Exemption Application by Judith Carol Day and Jeffrey T. Boyd, the parties agree as follows: 1. Deane is the owner of the property described in Exhibit "1" attached hereto and Day and Boyd are the owners of the property described in Exhibit "2" attached hereto. Day and Boyd propose to divide their property into three (3) parcels to be described on a Subdivision Exemption Plat. 2. The Day and Boyd property has a roadway access across the Deane property by virtue of a Quit Claim Deed, a copy of which is attached hereto as Exhibit "3". 3, Within five (5) business days after the receipt of the survey described in paragraph 4 below, Day and Boyd will enter into an Easement Agreement which will supersede that certain agreement described in the Quit Claim Deed (Exhibit "3") from Louise Glover Deane to Michael 0. Havey and Mabel A. Havey, as recorded in Book 371 at Page 340 as Reception No. 232482 of the records of the Clerk and Recorder of Garfield County, Colorado. Deane shall grant Day and Boyd a non-exclusive easement for access purposes only, which is hereafter described as the roadway easement. 4. At Day and Boyd's sole cost, a survey will be made of the centerline of the roadway by a surveyor acceptable to Deane. The survey will determine the centerline of the existing roadway, will pin the roadway centerline at 100 foot intervals and will marls the width of the right of way at such intervals. A plat of the survey will be furnished to Deane. .5. Day and Boyd may use such roadway easement for vehicular access to their property over and across the Deane property for not more than three (3) single family residential lots on the Day and Boyd property. 6. The width of the roadway shall be 12 feet throughout its length. 7. Speed control and safety devices will be installed and maintained by Day and Boyd on the roadway, which shall include the following: a. A Stop Sign at the intersection with Rose Lane; b. Two (2) Speed Limit Signs indicating the speed limit as 15 m.p.h. at each end of the roadway easement; and c. Standard concrete Speed Bumps at three (3) locations on the length of the roadway, generally corresponding with the center of the upper pasture, the center of the lower pasture and the Rose Lane intersection. .LN,04...,.,•Um IM. 1 bb/2.1/2003 02:32 9709631089 4110 • PAGE 07 Deane may, at Deane's sole cost, install another Stop Sign and one (1) additional standard concrete Speed Bump at a location to be selected by Deane. 8. Day and Boyd shall reasonably maintain the roadway at their sole cost, which shall include, without limitation, grading of the surface, maintenance of speed bumps and culverts, dust suppression and repair to any fences adjacent to the roadway; provided, however, that Day and Boyd shall have no obligation to repair damage to any fence if the damage was caused by Deane or Deane's agents, employees, invitees or licensees. No road maintenance, grading, cutting of vegetation or other disturbance shall be undertaken or accomplished outside of the roadway easement. - 9. Deane will continue to, have - a right to use the roadway easement -for livestock, agricultural and access ifuiposes as it has been. historically used or as permitted by the applicable zoning and subdivision regulations and along its entire length. 10. None of the three (3) parcels shall be resubdivided on the south side of the Roaring Fork River. Only one (1) single family dwelling, together with customary outbuildings as allowed in the applicable zone district, shall be constructed on any such parcel. No additional dwelling for human habitation shall be allowed on any such parcel. There shall be no access across the roadway easement to the property described in Exhibit "2" lying north of the Roaring Fork River. 11. The subdivided parcels will be used for single family residential purposes only. No home occupation shall be allowed which would result in any significant traffic increase on the roadway easement. "Home Occupation" means any lawful use conducted entirely within a dwelling which is incidental and secondary to the use of the dwelling for dwelling purposes and which does not change the residential character thereof. The term "significant traffic increase" shall be defined to mean traffic which is more than twice as frequent as that accepted by the Garfield County Planning Department as customary for a single family residential dwelling and ascertained over a seven (7) day period. Any additional traffic use related to a home occupation shall not be transferable between parcels. • 12. In utilizing the roadway -easement; -tiailered vehicles and -farm equipment will have the right to proceed and, in the event two (2) nontrailered vehicles meet, the vehicle past the mid point of the roadway easement shall have the right to proceed and the other vehicle shall yield. 13. There shall be no required turnouts or passing areas along the length of the easement. 14. No subdivided parcel on the Deane property or on the Day and Boyd property shall use high illumination lights for security or other purposes unless such lights are shielded from view from adjacent parcels. 15. The right of way will be locked once per year on a date coordinated with both Day and Boyd and Deane. The combination or key to the lock shall be furnished to all property owners affected by this agreement. 2 Obi Li/ Zne.i 112: 32 9789631689 • PAGE 68 16. Day and Boyd shall defend, indetnnify and hold Deane harmless from any and all damages or claims arising from the use of the road by Day and Boyd, including attorney's fees and costs. Such obligation to defend, indemnify and hold harmless shall be joint and several between Day and Boyd and all future owners of the Day and Boyd property. The owner of each parcel shall maintain homeowners insurance on such parcel and shall designate the owners of the Deane property as an additional named insured. Such policies shall be in an amount of not less than 5300,000.00 per parcel, which amount shall be adjusted for inflation every ten (10) years 'based on a generally accepted measurement. A certificate of such coverage shall be furnished to Deane at least annually. Any damages incurred by Deane which are so indemnified and are not paid shall also constitute a lien against the Day and Boyd property and, if unpaid, a notice of such -lien may be recorded and foreclosed in the manner of a mortgage. Such lien shall have a priority based on the date of recordation of such notice. This indemnity shall not apply to any event arising out of the vehicular or equipment use of the roadway by Deane. Deane's employees, grantees, licensees and invitees. 17. Day and Boyd will install Landscaping on the Deane property consisting of a hedge row of a type and at a time reasonably agreeable to both parties from near the intersection with Rose Lane to approximately 35 feet past the first culvert and excluding the areas already planted. 18. Day and Boyd will not object to a Subdivision Exemption Application for a portion of the Deane property (including any portion at the east end of the Deane property), so long as such Subdivision Exemption Application is consistent with the circumstances of the neighborhood and the Garfield County Zoning Regulations then in effect. Said future subdivision parcels may use the same right of way as provided for herein. In the event of .such subdivision. such subdivided parcels will also share in the restriction and obligations set forth above. 19. Deane may, at his expense, fence the boundary Iine of the right of way on both sides throughout its entire length. 20. This Memorandum of Understanding constitutes the entire agreement between the parties pertaining to the subject matter contained in it and supersedes all prior and contemporaneous agreements, representations and understandings of the parties. No supplement, modification or amendment of this Memorandum of Understanding shall be binding unless executed in writing by all the parties. This Memorandum of Understanding will be superseded by the Easement Agreement to be prepared in conformance with this Memorandum. 21. This Memorandum of Understanding shall be binding on, and shall inure to the benefit of, the parties to it and their respective heirs, legal representatives, successors and assigns and shall run with the land. 22. If any legal action or other proceeding is brought for the enforcement of this Memorandum of Understanding or because of an alleged dispute, breach, default or misrepresentation in connection with any of the provisions of this Memorandum of Understanding, the prevailing party shall be entitled to recover reasonable attorney's fees and other costs incurred in such action or proceeding. in addition to any other relief to which such party may be entitled. .• ,..1oev,we.q,a.o 3 4 J , Obi L3/ L19103 az: SI 9709631089 • • PAGE 89 23. In the event Day and Boyd should withdraw their Application for Subdivision Exemption or if for any other reason the Subdivision Exemption is not approved, this Memorandum of Understanding shall nevertheless be effective, except that the cost of the survey shall be split between the parties and Sections 10, 11, 14, 16, 17 and 18 will have no further force or effect. IN WITNESS WHEREOF, the parties hereto have executed this Memorandum of Understanding this year and day first written above. Doane H. De Louise Glover KvanreMcwwo.mm of the Estate of 4 • RECEIVED SEP 2 9 2 Jan 23 04 02:03p Ronald B Liston 970-945-4066 • yam:Lawry DEED -Th C. P. Doerlirl Illank Boa Litho. Co. Denver. Colo, 1.11041 p. 2 JIIt� Jriii, Made this / 7 r!'efrile-49,41 in the year of our Lord one thousand nine hundred and 1. _ between .... _ rith.9C00ty / and lorado, of the, first part, and of thp County of._ . i.e.,- and State 9 ColrgatkoTrif flacf: 41i4t '124717°- 74.1) witnrah, That the sari part of the first part, for and in consideration of the C% -L/4--114:, -2? to the said part.cia/ -ef the fast part in hand paid by the id part-Kg:ea the second pan, the tea -viral: whereof is hereby- confesmi and aci,mowledged, i has's'" granted. Jiargan9rd4old 3rAzrygtal, itxl„byr.lcse presents do_eicei_grant, banjo sell, convey and card*, rin unto Ow vtisl parl....a.K.4 . of 1 hIrretl&finS%'.7.4-; 7. .... -.. ,,iTtelES and1188.1g/18,17-.1reVer, all the followittAAescribcci,11,-5„.,...9r pareeLS...._9f land, sipatcj lyi9g and e•iing in th5,,,,, -/-1 ne i ,,"' 4.,;...i 7; -be.) 'cc..4‘::- ..." 04-t..,, ./ (1/4 J. /'/- • .W.'„_,/ l!# -4...,-,4,E.,,,, ,0.4-',,,,,-,. AL,,..', ..,..;;ZI.,' t •• P • ,.. .04,-., 4..ri ,,.., Colorado, o-wit:41/411/i6/./:.el 4 7,4-e-,_ ."7., af,... i 4f. 7'/LiVia.." ..k./..,4 ...z ..1.6.0.„ J. _.....;A .r4-4..,;..,,c,.„4-r4,,,eza;.:,....ke,,,,,.„,„„..4,,,j..fo ,..,.. g 4 - _ . ",,....4,t4,..-10,eaie aid,66,,,..iii.A../ .....2h44(.a,-,..eit.x.e.e.d-gt--,/4-:',...rx•tivie-.4-11e.4.4 laya.e.e./417.e.e.x./Y.,)5td C.-.‘,/.4.-......1.4,,,,, , ....e_ 0..' . r. fl C 5, r.11...rt.otj otrtbriLo‘.(t./.e.tLirrot-r4ZAO LC..0.0reCa--;-/•;<44::/e,r-r--e- '''''-&:•-4 ,ric-7.. -i/Z de....-,Ae.6L-r--cr do....4„ I rz.,y2.44i..,.....).9? - 44 V ..,...., _;if.- -.A, L e.„,,iir. e ; - "-kt: _I .e..4.A-riiZ...;:-.:1.4 5 o.fre, -7,-,d1f, / ho 460,11 4 , . Ct re"...), / ( / . •,,,,,, i I id ,44,/,44,1,(.2..-,/,„,„:„,„,,,,e. 5..17,/,.„...,.., -I-1.• 4.,,i _A 1. .41.3 •,..1.--4e.112,..7...ks _t,,,,,,,, I o...PIZZa4,- , Z A'ae,".1 "?-04,19Yeftrtel, r;] 64.4 74.61r. 1 • IWAted to. --,1,-/ 72-1 144 i 24-4'd 611.e.'4 i ..i "& e°4-4- 11'4441- 1-`-it't• A-Je-4 - - -4---F4' (04 tileAr,.z.1.467.4L- 3&,z.,-..1.rd dzsiklr fi 1 / ..' ../ fil'.4;,. tR ). wa.,i...4-7....,,,,e 7114,1AAL .4,4,.. ., ee., -in, g",,i..,..te! ...47,!c,,,,•-• -----m.,,zz ,2,47,5ir itil 1 , II 4 / il •-* --`-0 4,<7,),-/....„......t. ....,Z•-e7..zi.--_,,./.2",h(L ,,,,A- „.„-, "itfi &./g, /29;‘,...4...,..nteLie,a„4„..,..e..,..../..ra 11162/1/1„-X ,411.4(../ t', e a...„...e..,..„..„,....,./, 1 ,i,....,,,,,..4,;0-4--4-Pi9 (.-?-71,4t-Otrti - •--f." 4447 6r-ee,ezZe"-/-6"1., El ad ,,0 7/ /'-'--' 72-4-4.7.7-r-ir(12Z6--e-re---,..0 767/1.0 I) • 4• i' Together with aft and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and 1 reversions, rtsnaintler and rein:tinders, rents, issues and profits Iitereof; rind all the estate-, right, title, interest, claini and demand whatsoever, of the i i.) qart.i. of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditarnentS and appurtertsrices. , -4,--' To Brave sald,tivideld th,daii.prerna'sjaWe bargained and rinse, i cl, the appurtenances, unto the said part -cr.' of the second ' iku t, ... _ ... Juars antrassigns forever. lt.nd the said. -;.2etf: • r - '../..t...-2-/-t_c•-c_.1 - Dom, iteArr-4: sccl 1-14, Lat., ( . .... ------- --- part,....47 of the first part, for:kcil.r.dcf- td iskecuJpeJ administratois, do .1.42..coveriant, grant, bargain and agree to ?lad with the said part of thc second artfii-e-"^?--4"-id-"'":13;e;iryax srgif that :a the time of the ertsealing, and delivery of these. presents -42' 4 seised of thc premises above conveyed, as of good, sure,. 1, perfoct, absolute and indefeasible estate of ialnitance, in law, in fee simple, and h.a 4 ---- good right, full power and lawful authority to grant, 1! bargain, selland convey -the :URIC, ill i UtltttT ;tad fOrtil aforesaid, and that the same are free and clear from ail former said ether grants, bargains, sales, :1 lianSi- t.‘xe-s, it.wessnientsand ineumbrances of whatever hind or naturesoever; _ -- _ .................. ..... __________ _ . ........ . the said part the sitcom! pnr -7 las and assigns, na.-unsEalrandevery person or persons lawfully claiming or to claim the whole ur any part thereof, the said part _ of the first part shall and will Warrartt andeyosever Defend_ c....r,c,.„7....ez„,:aldeilabbrAlimir4,144.'ned premises, in the quiet and peace.able pmisession of I -first above written. In Witness Whereof, The Rlid part ...G./ ..of the first part hereunto set . hand and seal the day and year I ,! StkIND7t, SMALED AN T112,1VISDRD. IN' PUILSRItele 1 ------. STATE PP- COLORADO, 1 County of e I,. Cotmty, in the State dorcsaid, do hereby certify that _ (SEAL) (SEAL) (SEAL) • in and for said • . . . ....... pfirsonallylimewn tame tek he the person ntioNOlarne ..... beef to tile annextai [iced, appeared before me 1,1,10ay in person, and acknowledged that. .signed, sealed and -delivered thesaid inso- rnnnt. nf writing as. --s-7 _flee and voluntary act for tile HNC% and purpGses therein set orth. Date: To: Fax #: Fax Copy: From: Project: Job #: • • LAND DESIGN PARTNERSHIP 918 Cooper Avenue, Glenwood Springs, CO 81601 970-945-2246 / Fax 970-945-4066 FAX MEMO / TRANSMITTAL 12/23/03 Fred Jarman 384-3470 Ron Liston Deane Exemption & Floodplain Special Use Permit 0306 Number of sheets transmitted including this cover sheet: TRANSMITTED BY HAND DELIVERY 14 Copies of Exemption Application 14 Copies of Floodplain Special Use Permit Application RE ()EC 2Z 2003 8lli;r<v ;� u`vNING J 2004 14:19 DIV WATER RESOURCES 303 866 3589 P.01/02 • STATE OF i!SLORADO OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1 313 Sherman Street, Room 818 Denver, Colorado 80203 Phone: (303) 866-3581 FAX: (303) 866-3589 http 1/water.state,co.usidefault. htm FAX COVER SHEET PLEASE DELIVER THE FOLLOWING PAGES TO: TO: Fred/ s.Thema OFFICE: 64f Z '/d C un T # 970- 5 f _.39 7° FROM: John W. Bilisoly, Team 237, Water Supply Branch South Region TOTAL NUMBER OF PAGES INCLUDING THIS COVER SHEET: DATE: /7.2.2/21,05( IF YOU DO NOT RECEIVE ALL OF THE PAGES AS INDICATED OR QUALITY IS UNACCEPTABLE, PLEASE CALL US BACK AS SOON AS POSSIBLE. TELEPHONE: (303) 866-3581 FAX NUMBER: (303) 866-3589 MESSAGE: cry of vt'f.- �3A9•39 _slow res i - S74 7') . / fm rt ✓r4 ikev4 .7005 ;y$ivh 679etpfra l gill Owens Governor Greg E. Watcher Executive Oirecmt Hal D. Simpson. P.E. State Engineer Via; C _ t IV ED JAN 2 :) 2004, ly/lct ice; .; ;UNI Y BUILDING & PLANNING • • December 19, 2003 Ron Liston 918 Cooper Avenue Glenwood Springs, CO 81601 BUILDING & PLANNING DEPARTMENT Re: Deane Exemption & Floodplain Special Use Permit Dear Ron, The purpose of this letter is to inform you that the Subdivision Exemption and Floodplain Special Use Permit applications, submitted on behalf of Doanne Deane, have been deemed technically complete and will be heard before the Board of County Commissioners at 1:15 p.m., on Monday, February 2, 2004, in the Garfield County Plaza Building, Commissioners Hearing Room, Suite 100, 108 8th Street, Glenwood Springs. The Friday prior to the meeting date, a staff report and agenda, which will indicate the approximate order of items to be heard at the meeting, will be available for you to pick-up in the Building and Planning Department, or a copy can be mailed to you upon request. The applicant is responsible for the publication, posting, and mailing of all notices and shall present proof of publication and mailing at or before the hearing. Notice for the hearing shall be given as follows: (1) Notice by publication, including the name of the applicant, description of the subject lot, a description of the proposed use and nature of the hearing, and the date, time and place for the hearing shall be given once in a newspaper of general circulation in that portion of the County in which the subject property is located at least thirty (30) but not more than sixty (60) days prior to the date of such hearing, and proof of publication shall be presented at hearing by the applicant. (2) Notice by mail, containing information as described under paragraph (1) above, shall be mailed to all owners of record as shown in the County Assessor's Office of lots within two hundred feet (200') of the subject lot and to all owners of mineral interest in the subject property at least thirty (30) but not more than sixty (60) days prior to such hearing time by certified return receipt mail, and receipts shall be presented at the hearing by the applicant. 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 (3) Liston Page 2 The site shall be posted such that the notice is clearly and conspicuously visible from a public right-of-way, with notice signs provided by the Planning Department. The posting must take place at least thirty (30) but not more than sixty (60) days prior to the hearing date and is the sole responsibility of the applicant to post the notice, and ensure that if remains posted until and during the date of the hearing. A copy of the public notice sign, to be posted on the property, will be available for you to pick up in the Building and Planning Department, 108 Bch Street, Suite 201, Glenwood Springs. Failure to complete the above stated noticing requirements will require re -noticing for a future hearing. It is your responsibility to ensure the legal description you provided to this office is accurate and attached to the notice you mail out and publish. Please submit 14 copies of a complete application by Tuesday, December 23, 2003. Please do not hesitate to contact this office in the event you have any questions. Very truly yours, Fred A. Jarman, AICP, Senior Planner 970.945.8212 EF Or APPLICANT: z a BASE APPLICATION FEE: Fee Calculation: • • 69 EA EA EA 69 EA EA 69 EA 11 11 11 11 oo�no OO M 769 ER Efr) M M u Ct Pa �= • p o o o o n H c9 . o • ttl-o O 3 3 R1 U • p '+�-' G) c, U ' p • >-c.�w44~. ami o c o p o '~ Y 4. ..p. p I.. p .-= .,.+ m p 2 O c > E c p O 04 E U c..., O p U O C cp at'0 C4 0 „ O 4.-. p ao L o Y >' OD .. > n vi Q c a •., c - =a) c4 ••2wo Yo w p ¢ TyC4cCnp O ^ct�v °3 a I,o o irizt°00 i °hxcooo 0.) w ,n o=ci Yp•x - N c U U . bp U, 0. 0 o p U c • i. 04 co co 0 U ,r '+', cd 0 U QuE i p 5 a rp2pE P. o Y¢.-'> :, , .o � ON.0 E U op N p u (ah' y 8 7 >' 4:1 _v , U onp sa O 5 50 �W ViaexocA C.•o Iii UE-,<tZCDQ•4w0.1 J ct b 2 b4 U v c , ^b c X U 'O p 4: b4 X ..:.-; - .4 t. (O 4 y' p E c2, .O a O U G4 2 CO Q o 1- P, N M 0 x CODE DESCRIPTION OF WORK PERFORMED 3 W,, F . it 0 p as 4.0 0 bb/1.i/11703 02:32 9709631089 CALOIA & Hourr, P.C. ATTORNEYS AT LAW SHERRY A. CALOIA JEFFERSON V. HOUPT TRAVIS S. THORNTON May 30, 1997 Mildred Alsdorf Garfield County Clerk and Recorder 109 Eighth Street, Suite 200 Glenwood Springs, CO 81601 Re: ' Pay/Boyd Exemption MOU Dear Mildred: PAGE 05 1204 GRAND AVENUE GLENWOOD SPRWGS, COLORADO 81601 TELEPHONE: (970) 965-6067 FACSIMILE: (970) 965-6292 Enclosed for filing and recording is a Memorandum of Understanding which is seven pages long. Also enclosed is our check in the amount of $36.00 to cover the recording fee and a self-addressed stamped envelope for return to my office. Very truly yours, CALOIA & HOUPT, P.C. SAC:nla Enclosures ccs w/encs: Doane Buck Deane Mark Bean Judith Day and Jeffrey Boyd George Kilby and Farley Kilby Alain Laval DEANE-Recorder-18-1 'ter Sherry A. Caloia