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Home My WebLink About1.0 ApplicationGARFIELD COUNTY Building & Planning Department 108 8tn Street, Suite 201 Glenwood Springs, Colorado 81001 Telephone: 970. 945. 8 21 2 F acsimi le: 970. 38 4.342 O www.qarfield-countv. com Special Use Permit STAFF USE ONLY ) Doc. No.: Date Submitted: TC Date: ) Planner:Hearing Date: rl._llJ l ED SEP 2 1 Zooq. fa,Lr,,nu *.. ]ffi GENERAL INFORMATION (To be completed by the applicant.) F Street Address / General Location of Property: Section 20, Township 6 Sout Ranqe 92 West, 6th P.M. ) Legal Descriptioni See attached warranty deed. Existing Use & Size of Property in acres: Vacant land. 35 .297 acres. Description of Special Use Requested: Commercial recreational facitity F Zone District: t/p./n./o Name of Propertv Owner (Applicant): Address: 4685 C.R. 346 Gilbert Ramirez Telephone:970-625-0357 City:si 1t State: co Zip Code: 81652 P4X 62s-5097 F Name of Owner's Representative, if anv (Attornev, planner, etc): Amanda N. Maurer, Amanda N. Maurer, P.C. } Address: 201 - 1 4th Street, Suite 200 Telephone:97 0 -9 45- 499 4 F City: Glenwood Springs State: Co Zip Code: 81601 FAX: 945-6116 for eguestrian training center. I APPLICATION SUBMITTAL REQUIREMENTS As a minimum, specifically respond to all the following items below and attach any additional information to be submitted with this application: 1. Please submit, in narrative form, the nature and character of the Special Use requested. Submit plans and supporting information (i.e. letters from responsible agencies). lnclude specifications for the proposed use including, but not limited to, the hours of operation, the number and type of vehicles accessing the site on a daily, weekly and/or monthly basis, and the size and location of any existing and/or proposed structures that will be used in conjunction with the proposed use, and provisions for electric power service and any other proposed utility improvements. Be specific. 2. lf you will be using water or will be treating wastewater in conjunction with the proposed use, please detail the amount of water that would be used and the type of wastewater treatment. lf you will be utilizing well water, please attach a copy of the appropriate well permit and any other legal water supply information, including a water allotment contract or an approved water augmentation plan to demonstrate that you have legal and adequate water for the proposed use. 3. Submit a site plan /map drawn to scale that portrays the boundaries of the subject property, all existing and proposed structures on the property, and the County or State roadways within one (1) mile of your property. lf you are proposing a new or expanded access onto a County or State roadway, submit a driveway or highway access permit. 4. Submit a vicinity map showing slope / topography of your property, for which a U.S.G.S. 1:24,000 scale quadrangle map will suffice. Submit a copy of the appropriate portion of a Garfield County Assessor's Map showing all mineral rights owners of the subject property and public and private landowners adjacent to your property (which should be delineated). ln additional, submit a list of all property owners and their addresses adjacent to or within 200 ft. of the site. This information can be obtained from the Assessor's Office. Submit a copy of the deed and a legal description of the subject property. lf you are acting as an agent for the property owner, you must attach an acknowledgement from the property owner that you may act in his/her behalf. Submit an statement that specifically responds to each of the following criteria from Section 5.03 of the Zoning Regulations: (1) Utilities adequate to provide water and sanitation service based on accepted engineering standards and approved by the Board of County Commissioners shall either be in place or shall be constructed in conjunction with the proposed use. (2) Street improvements adequate to accommodate traffic volume generated by the proposed use and to provide safe, convenient access to the use shall either be in place or shall be constructed in conjunction with the proposed use; (3) Design of the proposed use is organized to minimize impact on and from adjacent uses of land through installation of screen fences or landscape materials on the periphery of the lot and by location of intensively utilized areas, access points, lighting and signs in such a manner as to protect established neighborhood character; 5. b. 7. B. 1. 2. g. Depending on the type of Special Use Permit requested, you may need to respond to additional- review siandards in the Garfield County Zoning Resolution Section 5.00 [Supplementary Regulations]. This may include uses such industrial uses [section 5.03.07 & 'S.Oa.Oe1, Accessor/Dwelling Units [seciion 5.03.21], Utility line/Utility S-ubstations, etc. Specific sections of the Zoning Resolution which can be located on the Garfield County web site at http.//www.qarfield-cointv.com/buildinq and olanninq/index.htm, or information can be obtained from this office 10. A $400.00 Base Fee: Applicant shall sign the "Agreement for Payment" form and provide the fee with the aPPlication. 11. Submit 2 copies of this completed application form and all the required submittal materials to the Building and Planning Department. Staff will request additional copies once the Special Use Permit application has been deemed technically complete. II. PROCEDURAL REQUIREMENTS (The following steps outline *E$.3rr3:I;,rmit Application review process works in Submit this completed application form, base fee, and all supplemental information to the Garfield County Planning bepartment. lt will be received and given to a Staff Planner who will review the application for technical completeness' Once the application is deemed technically complete, the Staff Planner will send you a letter indicaiing the application is complete. ln addition, Staff will also send you a "Public Notice Form(s)" indicaiing the time and date of your hearing before the Board of County Commissioners. Prior to the public hearing, Staff will provide you with a Staff Memorandum regarding your requested Special Use. (lf Staff determines you application to be deficient, a letter will be sent to you indicating that additional information is needed to deem your application comPlete. ) It is solely the Applicant's responsibility to ensure proper noticing occurs regarding the requested special Use and the public hearing. lf proper notice has not occurred, the prbli" hearing will not occur. Notice requirements are as follows: a. Notice by publication, including the name of the applicant, description of the subject lot, a description of the proposed special use and nature of the hearing, and the date, time and place for ihe hearing shall be given once in a newspaper of general circulation in that portion of the CJunty in which the subject property is located at least thirty (30) bui 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' b. 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 (2OO') 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 heaiing'time by certified return receipt mail, and receipts shall be presented at the hearing by the applicant. 3. c. 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 Depirtment. The posting must take place at least thirty (30) but not more than sixty (OO; Oays prior to the hearing date and is the sole responsibility of the applicant to post the notice, and ensure that it remains posted until and during the date of the hearing. 4. The Applicant is required to appear before the Board of County Commissioners at the time and date of the public hearing at which time the Board will consider the request. ln addition, the Applicant shall provide proof, at the hearing, that proper notice was provided. 5. Once the Board makes a decision regarding the Special Use request, Staff will provide the Applicant with a signed resolution memorializing the action taken by the Board. Following the Board's approval, this office will issue the Special Use Permit to the applicant. lf the Board's approval includes specific conditions of approval to be met, this office will not issue the Official Special Use Permit certificate until the applicant has satisfied all conditions of approval. The Special Use Permit approval is not finalized until this office has issued the Official Special Use Permit certificate signed by the Chairman of the Board of County Commissioners. I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. (Sig nature of applicant/owner) GILBERT RAMIREZ 4685 County Road 346 Silt, CO 81652 (970) 625-0357 - Home (970) 625-5097 - Fsx Ju,ly 29,2004 To Whom It May Concern: I am requesting a Special Use Permit for an Equestrian Training Center for the property described in the attached legal description in Silt, (Garfield County) Colorado. I will be using the property to train different types of horses for racing. The hours of the intended use will be from 6:00 am to 9:00 pm Sunday through Saturday, and/or on an as needed basis. The types of vehicles that will be accessing this property will be automobiles (cars, trucks, etc.), horse trailers of all sizes, construction trucks for purposes of maintenance of the land (on an as needed basis). I do anticipate the number of vehicles to access the property will increase during the weekend due to horse owners holding competitions between their horses. I would anticipate up to (but not limited to) 100 vehicles on Saturday andlor Sunday. To date, there are currently no buildings or structures on the property. I anticipate placing a shop and a barn with horse stalls. I do plan to have electricity accessing both the shop and the barn. I will be accessing water in compliance to the Well Agreement, which is attached. If you have any further questions or require further information, please feel free to contact Amanda N. Maurer, my attorney, at 970-945-4994 or me at the number above. Sincerely, WY Wpssrrr: www. amandanaurer.com AMANDAN. MAunnR, P.C. AtronrvsvATLAw P.O. Box66 201 - l4"tH SrREEr, Surtn 200 Gr-rxwooo SPRTNGS, CO 8f602 Ttsr,npnomw 97 0.945.4994 Facsuvrrr-n: 970.945.6 1 1 6 September 20,2004 EMAII,: am anda@amandamaurer. com Via Hand Delivery Garfield County Building and Planning Dept. 108 8th Street, Suite 201 Glenwood Springs, CO 81601 Attn: Fred Jarmin Re: Dear Fred: Special Use Permit Application for Commercial Recreation Facility Gilbert Ramirez, Silt, Colorado Enclosed please f,rnd two copies of the complete special use permit application, including two copies of the county assessor's map and area USGS map, for an equestrian training center in Silt, Colorado. Also enclosed is a check in the amount of $400.00 for the application fee. Although I have discussed this application with you and other building department staff a few times before, this is the first submittal of the complete application. Please contact me with any questions or if I can be of additional assistance. Once your department has reviewed this application and deemed it complete, contact me so that I can provide you with additional copies of the application and get this matter scheduled for a public hearing. Thank you. Very truly yours, Amanda N. Maurer, P.C. sEP 2 r 2004 Enclosures cc: Gilbert Ramirez (w/ enclosures except maps) WPssttn: www.amandamaurer.com AII{ANDA N. MaunPR' P.C. AT"TONT.IEYATLAW P.O. Box66 201 - 14rH STREET, Surtn 200 GLENwooD SrntNGs, CO 81602 Ttsr-rPnorvr t 97 O.9 45.499 4 F.o.csnnrrr: 970.945.6 1 L6 August 30,2004 Euetl: amanda@amandamaurer' com Garfield County Building and Planning Dept' 108 Sth Street, Suite 201 Glenwood SPrings, CO 81601 Attn: Fred Jarmin Re: ZoningRegulations5'03Criteria special use Permit Application for Commercial Recreation Facility Gilbert Ramirez, Silt, Colorado Dear Fred: 5.03(.1): As stated in the letter from Gilbert Ramirez dated luly 29,2004, there are currently no buildings or structures on the property. Mr. Ramirez anticipaies placing a shop and a barn with horse stalls. He will be accessing water in compliance with the Well Agreement submitted herewith. If additional facilities ur" ,eqrri.ed on training weekends, applicant will have portable restroomfacilitiesbroughtinbyasanitationservicecompany. 5.03(2): The existing driveway to applicant's property is adequate to accommodate the additional traffic volume generated by the proposed.rr. und witl p.oride safe, convenient access to the use' Applicant will make additi,onal improvements to the driveway if required by the Bocc' 5.03(3): Applicant's property is 35.297 acres. Applicant's use of the property will not have an impact on adjacent .rr".. eitt ough applicant does not intend to install screen fences or landscape materials on the periphery of tt. tot at this time, applicant will install such screening if deemed o necessary. Equestrian training will take place during daylight hours, thus lighting will be ,,*""",,u,y. Any signage will conform with the character of the area. 5.03.035: (1) (2) (3) (4) All horse riding shall be on applicant's property Applicant shall properly ,nuintuin the training facility in such a manner so that no .roir., dust, odori oirorr".r of filth shall emanate from the property. As stated above, night lighting on the property shall be unnecessary' The property will not t ur. * indoo, u..nu. 'iraining shall take place outside the barn structure. please contact me if I can provide additional information regarding the requested use of the propertY. Very truly yours, Amanda N. Maurer, P.C. By, e,r r*/* 4. %dr-* Amanda N. Maurer AryrauoaN. MAunER, P.C. AttonrvsyatLew WEBSITE: www. amandamaurer.com Euarr-: amanda@amandamaurer. com P.O.Box66 2Ol-1.4Tt STREET, Surrn 200 Gr,nrvwooo Spnr{cs, CO 81602 Trlnpuomn : 97 0.9 45.499 4 Facsnurr,n: 970.945.6 L l 6 November 15,2006 Via U.S. Mail and Facsimile: 384-3470 Garfield County Building and Planning Dept. 108 8'n Street, Suite 201 Glenwood Springs, CO 81601 Attn: Fred Jarman Re: Special Use Permit Apptication for Commercial Recreation Facility Gilbert Ramirez, Silt, Colorado Dear Fred: The referenced applicant hereby waives the 120-day Board of County Commissioner's public hearing requirement set forth in Section 9.03.04 of the Garfield County Zoning and, subdivision Regulations for the referenced special use permit application. Very truly yours, Amanda N. Maurer, P.C. ,r, /7 /il//l*- Amanda N. Maurer WEBSITE: ww\M.amandamaurer.com AMANDAN. MaunER, P.C. ArronxnvarLaw P.O.Box66 2ol -14'tH STREET, Surrn 200 Gr-nr.nvooo STRTNGS, CO 81602 Ttsr,npuoNr r 97 0.9 45.4994 Fecsrurr-n: 970.945.61 16 Euatl,: amanda@amandarnaurer. com ffi.HC}IXVED AUG 1 4 2006 GAi{t' ir: il-", (Jfi U NTY tsUII-DiI{G & PLANN}NG August 10, 2006 Via U.S. Mqil and Facsimile: 384-3470 Garfield County Building and Planning Dept. 108 8tn Streer. Suite 201 Glenwood Springs, CO 81601 Attn: Mark Bean Re: Special Use Permit Application for Commercial Recreation Facility Gilbert Ramirez, Silt, Colorado Dear Mark: The referenced applicant hereby waives the 120-day Board of County Commissioner's public hearing requirement set forth in Section 9.03.04 of the Garfield County Zoning and Subdivision Regulations for the referenced special use permit application. Very truly yours, Amanda N. Maurer, P.C. Amanda N. Maurer cc: Gilbert Ramirez o o wr,',1/ //-,c4 fu-, hr'/r,*.J- fu-4"k t4/2 -./La-r<zz+s 2/zn1 , ,Z /tntz' *rn*AT;"2 ff;',",4/,/', ,- 3[ ,./r*(1 0-/.t-"'-'-"n*f tezo/a#'$ f '4 /r* / 4e-Q-,zZ-., r/h* -rumL*@ s 6;' a/az/ hil;-- 1A, ,/ru** -/z-ilAfi<fu*f& ;z .y'r*ri -./rrq{;bs- / W i-:- AMANDAN. MaunnR, P.C. AtronNnvarL.tw WEBSITE: www. amandamarlrer.com EMAIL: amanda@amandamaurer. com P.O. Box66 201-l4"tH SrRErr, Surrr 200 Gr,nNwooo SPRTNGS, CO 81602 Tnr-npnoNn: 97 O.9 45.499 4 Facsrnrrr,p: 970.945.61 l6 August 3,2006 Gartield Countl'Building and Planning Dept. 108 8th Street, Suite 201 Glenwood Springs, CO 81601 Attn: Mark Bean Re: Special Use Permit Application for Commercial Recreation Facility Gilbert Ramirez, Silt, Colorado Dear Mark: After reading Fred Jarman's staff report on the referenced matter last week. I contacted Fligh Country Engineering regarding the ISDS information that they rvere to provide. They had prepared the ISDS information but inadvertently had not provided it to me. I now provide you with 12 copies of the ISDS information for review in preparation for the public hearing scheduled for August 9,2006. I understand that given the late date of submission, you may not have time to fully review the information prior to the hearing, but I wanted to provide it to you since I do have it available. RECETVHD Very truly yours, Amanda N. Maurer, P.C. AUG G 4 2U06 G.., ' "..r ., . euriurN.#r#i.,i)[J Enclosures cc: Gilbert Ramirez ,,, htfu-4\ /heru,w-< Amanda N. Maurer \ Wnsstrr: www. amandamaurer.com Enclosures cc: Gilbert Ramirez AMANDAN. MaunnB, P.C. Amonrvnv at Law P.O. Box66 2Ol-l4rll STREET, SurTE 2OO Gr.nNwoon SrnINGs, CO 81602 Tnr,ppHoxs z 97 O.9 45.499 4 Fecsnnrr,n: 970.945.6 1 I 6 EUAIL: amanda@amandamaurer. com *ecErr'cu AUG S 1 ^":'- August 1,2006 Garfield County Building and Planning Dept. 108 8th Street, Suite 201 Glenwood Springs, CO 81601 Attn: Mark Bean Special Use Permit Application for Commercial Recreation Facility Gilbert Ramirez, Silt, Colorado Dear Mark: Per your request, enclosed please find twelve (12) copies of the referenced application for the August 9, 2006 Plaruring and Zoning Commission hearing. The only addition to the application that was not previously provided is an Access Exhibit that Fred Jarman requested and that I was just able to obtain yesterday from Bookcliff Surveying. I have attached an additional copy of such Access Permit directly to this letter and it is located in the application materials behind the easement deeds for the road. Please contact me with questions or if you need any additional information. Very truly yours, Amanda N. Maurer, P.C. "*l'f:tFS!'$IIB$t5lkL?F;u"* Re: ,r, ht&-il,//brnur Amanda N. Maurer oo .#--@tIQ- la l8 lhlE lrld IE SEEEHEEgEfilIH ;qifis$l iE! lS EEirS$3s:FlE iHxxEH$isrE3o=>, IQE o-N rcbGbI9q ^-P{dsSEe Xg Er$i;EEEE ns tra otrb>N E l>>686- ! lA iH$gE E XE$iB ; E*vEa F E$tiii $ ES;E$ HHsiiseEtEa us*HEqtriOxFxis "5Ed t! 6 FibBUr 6 s 6 oFrI 6 U 3roh IIk b ex 5 h ts o? ! I s ;6? E o--- I C,)\U)rR,i\.3ticDF\ IH e H B I*Ji 5 o tstr c F e H R:o =E iC I s o !ot c I ci ci uloo p S.3 -!*': ^rd ,sl$l-El&i eEr i9-rPk; trj h o !a D Bildu -.5 rqa IHs ; \i' qtg -: \b ! $i H!o s d\ Fir C + a L F \ e L I I T I Crvrl ErucrrueeRrNG 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81501 970.945.8676 phone 970.945.2555 fax PRELIMINARY DRAINAGE REPORT FOR E QAESTRIAN TRAI NING CE NTER GARFIELD COUNTY, COLORADO PREPARED FOR: Gilbert Ramirez 827 Railroad Avenue Rifle, CO 81650 PREPARED BY: High Country Engineering, Inc. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (e70) 94s_8676 December 7th,2005 HCE JOB NUMBER: 2051031.00 x0517 Reviewed by: Ron Weidler, P.E. Senior Project Manager Colorado Registered Professional Engineer LR,uo Sunvevlrqc 14 Inverness Drive East, Suite F-120 Englewood, CO 80112 303.92,5.0544 phone 303.925.0547 fax Fs55 F:ge=\J q ill*tril S rsHsS I I I I I An Employee-Owned Company Project Manager ffi.rTm ffi;::r#fua;rq www.hceng.com t I I I I I I I t I I I t I I I I I t TABLE OF CONTENTS SECTION I. Introduction II. Hydrology m. Existing Conditions tV. Proposed Conditions V. Results and Recommendations VI. Design Feahres VII. Summary VIII. References PAGE 3 J J 5 6 6 6 7 Exhibits A. Vicinity Map B. SCS Soils information C. Existing Drainage Calculations D. Proposed Drainage Calculations E. Design Calculations 2-Existing Drainage Conditions (24" x3 6") 2-Proposed Drainage Conditions (24" x3 6") Page2 I I I I I I I I I I I I I I t I t I I I. Introduction The proposed Equestrian Training center is located in the Northeast corner of Section 20, Township 6 South, Range 92 West of the 6ft P.M., Garfield County, Colorado. The equestrian training center is accessed from Mamm Creek Road approximately 2 miles south of Interstate 70. A Vicinity Map has been included in Appendix A as Figure l. il. Hydrolory The hydrologic method used for this study is the SCS method. The hydrologic modeling software HEC-HMS was used to determine the peak flows and runoff from the drainage basins. Within the area of study, there are various soil types as designated by the United States Department of Agriculture Soil Conservation. The soil types within this area are Olney Loam (Map ID 51), Potts Loam (Map ID 54, 55, 56), Torriorthents-Camborthids-Rock outcrop complex (Map ID 66), and Torriorthents-Rock outcrop complex (Map ID 67). The soils within this basin are all within the hydrologic group B. Brief descriptions of these soils have been included in Appendix B. A soils map (11"x17") is also included in the appendix. The rainfall amounts were obtained using the Precipitation - Frequency Atlas of the Westem United States published By the National Oceanic and Atmospheric Administration (NOAA). The precipitation hyetograph was developed using the information and techniques described in the atlas. The precipitation corresponding the 25-yr,24-hr storm event produces 2.0 inches and the 100-yr, 24-ty storm event produces 2.4 inches of precipitation. There is no evidence that the site is within a floodplain and there are no significant drainages immediately adjacent to the site that could cause damaging floods. A FEMA Flood Insurance Rate Map (FIRM) is not printed for this area. ilI. Existing Conditions The area being studied includes the proposed development and the offsite flows generated to the south and east that will be conveyed through the study area. The entire drainage basin being studied is divided into 7 basins, designated as EXl-EX7. Basins EXl-EX4 are all offsite basins, while EX 5-EX7 are basins delineated within the boundaries of the training center. All of the designated basins flow to a single point located immediately downstream of the study site. This point will be evaluated for comparison purposes and is referred to as the Design Point (DP). Flow contribution to the DP is directly from basins EX4, EX6, and EX7. All remaining basins contribute to the DP through EX7. Refer to the Overall Drainage Exhibit (EXDRI) for the delineation of the existing basins. Page 3 I I I I I t t I I I I I I I I I I I I The characteristics of all of the existing basins are very similar. All of the basins contain primarily grasses with some sparse brush and trees. A Curve Number (CN) of 69 is given to the entire basin. Slopes are generally moderate and drainage paths are large swales rather than well-defined channels. Basin EXl does contain some irrigation ponds. These ponds were neglected as they are for irrigation purposes and assumed to be full at the time of a significant storm event. No other significant drainage features with these basins are known. The overall drainage area is bounded on the west by the Multa Trina Ditch, on the East by the divide separating Mamm Creek and Dry Hollow Creek, on the south by a ridge line approximately I mile south of the project site and on the north by the north property line and the north ridge line to the drainage basin to the east of the proposed equestrian center. This entire drainage area contributes to a defined channel located downstream of the proposed Equestrian Training Center. The point on this channel immediately downstream of the site is referred to as the DP. The results of the hydrologic analysis utilizing the HEC-HMS computer software are presented in the tables below. The Existing Conditions Exhibit illustrates the drainage basins and summarizes the hydrologic results for the 25- year,24-hour and 100-year, 24-hour storms. Table lA tabulates the summary of the drainage basins. Complete existing drainage calculations are included in Appendix C. Table 1A. Existing Drainage Basin Characteristics (lndividual Basins). BASIN AREA (acre) 25-YR Runoff (cfs)100-YR Runoff (cfs) Peak Flow (cfs) Runoff Volume (ac-ft) Peak Flow (cfs) Runoff Volume (ac-ft) CN EX1 52s.9 134.2 20.40 203.5 29.16 69 EXz 18.5 6.4 0.72 9.7 1.03 69 EX3 252.9 89.6 9.88 t36.5 t4.12 69 EX4 22.9 9.2 0.90 14.0 1.28 69 EX5 20.3 6.5 0.81 9.9 1.16 69 EX6 6.4 2.2 ct.25 3.4 0.36 69 EX7 15.6 4.4 0.60 6.7 0.86 69 DP 862.5 252.5 33.56 383.7 47.97 Page 4 I T I I I I t I I I I I t I I I t I I w.Proposed Conditions The proposed Equestrian Training Center development consists of gravel access road leading to two gravel parking areas, a hay barn and a stall barn, a dirt trial leading from the stall barn area to small restroom facility, and a dirt trail exercise area. The drainage characteristics used for EX1-EX4 will not change under the proposed conditions. The onsite basins however have changed slightly to accommodate the training center's activities. There are still three onsite basins designated as PR5-PR7, to stay consistent with the existing basins for comparison. Composite CN's were determined for the onsite basins using a CN of 69 for native or undisturbed areas, a CN of 85 for the Gravel drives and parking areas, 82 for the dirt trail and exercise track, and 98 for all buildings. The drainage patterns also changed slightly through the site, however, the historic discharge location will not change, as all runoff will continue to contribute to the same DP as the existing conditions. EX 4, PR6 and PR7 will contribute directly to the DP. EX4 will contribute to the DP with no change from the existing conditions. PR6 will convey the runoff from the individual basin only. PR5, PR7 and EX2 will contribute to the DP through PR7. Runoff from the two large exiting basins EXI and EX3 will be conveyed around the proposed site along the existing channel adjacent to PR7. The 100 year flow conveyed from EXI and EX3 totals 340 cfs. The channel available to convey this past the proposed property is 80 feet wide and2 feet deep. See Appendix D for capacity calculation. At the northwest side of PR5 several culverts will be installed under the proposed access roads, directed toward the proposed detention pond, and then discharging to PR7. Additional drainage swales shall also be constructed on site to provide proper drainage paths, convey runoff away from the buildings, and minimize erosion of the gravel and dirt areas. Table 24, summarizethe proposed drainage basin characteristics. Complete proposed drainage calculations are included in Appendix C. Table 2A. Proposed Drainage Basin Characteristics (Individual Basins). BASIN AREA (acre) 25-YR Runoff (cfs)100-YR Runoff (cfs) Peak Flow (cfs) Runoff Volume (ac-ft) Peak Flow (cfs) Runoff Volume (ac-ft) CN EXl 525.9 t34.2 20.40 203.5 29.16 69 EXz 18.5 6.4 0.72 9.7 r.03 69 EX3 252.9 89.6 9.88 136.5 14.t2 69 EX4 22.9 9.2 0.90 14.0 t.28 69 PR5 2.3 6.7 0.84 t0.2 1.19 70 PR6 6.4 2.5 0.28 3.8 0.39 72 PR7 15.6 5.7 0.75 8.5 1.06 76 DP 862.5 254.3 33.77 386.2 48.23 Page 5 I I I t I t I I t I I I I I I I I I t V. Results and Recommendations The proposed development will increase peak runoff by 2.5cfs or 0.65Yo. When comparing the existing and proposed conditions as a whole, it is determined that the runoff of the proposed conditions has essentially no change from the existing conditions. The calculated peak flow to the DP has increased slightly and the calculated runoff volume has increased a very small amount. This minor change is attributed to the rerouting of the drainage patterns and the increase in impervious areas. However, in comparing the three onsite basins it is found that the runoffvolume increases by 0.21ac-ft (9148 cf), or approximately a l3%o increase within PR5-7. Due to the increase in the site specific development, a detention pond shall be constructed with the necesary capacity to limit peak runoff to historic conditions. A single pond within basin PR5 will account for all detention requirements. VI. Design Features A. Drainase Channel The drainage channel located along the north side of the proposed parking and building area is designed to convey the25-yr,24-fu storm (13.1 cfs). The design calls for a bottom width of 1 ft, and both sides with a 3H:lV side slope 6 ft. (zft depth). This section of channel should be constructed at a 1.0%o minimum slope. Erosion control logs shall be installed in this channel every 100 ft and maintained within the channel until vegetation is established and the channel bottom and sides are stable. The proposed channel slope averages l.9yo. Channel calculations are included in Appendix D. B. Culvert The Culvert under the access roads are designed to carry the runoff from PR5 and EX2 into the proposed detention and into PR7. The calculated flow at this location is approximately 13.1 cfs. A 18" ADS-NI2 culvert shall be installed al1.25o/o slope to match existing grade. This configuration and flow will convey the25 year design discharge under free flow control. Flared end sections shall be used at both ends of the culvert. Culvert calculations are included in Appendix D. VII. Summary The proposed development has very minor overall impact to the runoff of this drainage basin. The onsite runoff increased sufficiently to warrant a small detention pond at the middle of the property. With the construction of this drainage channel and the small detention pond, there will be no significant changes to the stormwater runoff of this drainage basin, in turn causing no significant impacts to downstream landowners or water users. Page 6 I I I I I I I t I T I I I I t I I I I VIII. References National Oceanic and Atmospheric Administration: Precipitation-Frequency Atlas of the Western United States, Volume Ill-Colorado. Silver Springs, MD 1973. United States Department of Agriculture, Soil Conservation Service: Soil Survey of Aspen- Gypsum Area. Colorado. Parts of Easle. Garfield. and Pitkin Counties, May 1992. United States Department of Agriculture, Soil Conservation Service: Urban Hydrology for Small Watersheds, June 1986. Soil Conservation Service (SCS) publication "Procedures for Determining Peak Flows in Colorado" (1980) Page 7 APPENDX A VICINITY MAP Page 9 APPENDX B SCS SOLS INFORMA' Page l0 l30 I I I t t I I I I I I I I I I t I I degrees F, and the average frost-free period is about 125 days. Typically, the surface layer is grayish brown loam about 12 inches thick. The subsoil is grayish brown and light gray sandy clay loam about 21 inches thick. The substratum is light gray gravelly sandy clay loam or very gravelly sandy loam to a depth of 60 inches. lncluded with this soil in mapping are small areas of Heldt, Potts, and Kim soils that have slopes of 3 to 6 percent. These areas make up 5 to 15 percent of the map unit. Permeability is moderate, and available water capacityis moderate. Effective rooting depth is 60 inches oi more. Surface runoff is slow, and the erosion hazard is moderate. This soil is used mainly for irrigated crops and hay. Alfalfa, small grains, corn for silage, and grass or grass- legume mixtures are grown. Small acreages are in fruits, including apples, peaches, and apricots. lsolated areas are used for grazing. This soil is irrigated by furrows and flooding. Sprinklers are also suitable. Drop structures in irrigation ditches help to control water and prevent excessive ditch ero- sion. The native vegetation on this soil is mainly wheat- grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. properly manlging grazing maintains and improves range condi- tion. Reducing brush improves deteriorated range. Seed-ing improves range in poor condition. Crested wheat- grass, western wheatgrass, and Russian wildrye are suit- able for seeding. Preparing a seedbed and drilling the seed are good practices. Cottontail rabbit, squirrel, pheasant, and some mule deer find habitat on this soit. . Community development and recreation are limited by low strength. This soil is in capability subclasses llle, irrigated, and lVe, nonirrigated. !.t;Qlney loam, 6 to 12 percent stopes. This deep, well drained, moderately sloping to rolling soil is on allu-vial fans and sides of valleys. Elevation ranges from 5,000 to 6,500 feet. This soil formed in alluvium derived from sandstone and shale. The average annual precipita- tion is about '14 inches, the average annual air iempera- ture is about 48 degrees F, and the frost-free period is about 125 days. Typicatly, the surface layer is grayish brown loam about 12 inches thick. The subsoil is grayish brown and light gray sandy clay loam about 21 inches thick. The substratum is light gray gravelly sandy clay loam and very gravelly sandy loam to a depth of 60 inches. lncluded with this soil in mapping are small areas of Heldt, Potts, and Kim soils that have slopes of 6 to i2 SOIL SURVEY percent. These areas make up 5 to 15 percent of the map unit. Permeability is moderate, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for irrigated hay, fruits, and grazing. Grass-legume mixtures and apples, peaches, and apricots are grown. This soil is irrigated by furrows and flooding. Sprinklers are also suitable. Drop structures in irrigation ditches help to control water and prevent excessive ditch ero- sion. Keeping a grass or legume cover on this soil at least three-fourths of the time controls erosion. The native vegetation on this soil is mainly wheat- grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. properly managing grazing maintains and improves range condi- tion. Reducing brush improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Cottontail rabbit, squirrel, pheasant, and some mule deer find habitat on this soil. Community development and recreation are limited by steep slopes and low strength. This soil is in capability subclass lVe, irrigated and nonirrigated. S2-Parachute loam, 25 to 65 percent slopes. This moderately deep, well drained, hilly to very steep soil ison noith- and east-facing mountainsides. Elevation ranges from 7,500 to 8,700 feet. This soil formed in residuum from sandstone. The average annual precipita- tion is 20 inches, the average annual air temperature is about 40 degrees F, and the average frost-free period is less than 75 days. Typically, the surface layer is grayish brown loam about 5 inches thick. The upper part of the subsoil is very dark grayish brown and brown loam about 13 inches thick, and the lower part is light yellowish brown extremely channery loam about 11 inches thick. Hard, fractured sandstone bedrock is at a depth of 29 inches. lncluded with this soil in mapping are small areas of Rhone and lrigul soils. The Rhone soils are in concave positions. These areas make up l0 to 15 percent of the map unit. lrigul soils are on ridge crests. Permeability is moderate, and available water capacity is low. Effective rooting depth is 20 to 40 inches. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for wildtife habitat and limited grazing. 31I t t t t I I I t I I I I I I I RIFLE AREA, COLOHADO The native vegetation on this soil, because it faces north and east, is mainly Gambel oak, seryiceberry, snowberry, and elk sedge. When range condition deteriorates, shrubs increase. Properly managing grazing maintains and improves range condition. Elk, mule deer, coyote, and grouse find habitat on this soil. Use ol this soil for community development and as a source of construction material is limited by depth to rock and steep slopes. This soil is in capability subclass Vlle, nonirrigated. S3-Parachute-Rhone loams, 5 to 30 percent slopes. These gently sloping to steep soils are on ridge crests and mountainsides. Elevation ranges from 7,600 to 8,600 feet. The Parachute soil formed in residuum from sandstone or marlstone, and the Rhone soil formed in residuum from hard, line-grained sandstone. The aver- age annual precipitation is about 20 inches, the average annual air temperature is about 40 degrees F, and the frost-free period is less than 75 days. The Parachute soil makes up about 55 percent of the map unit, the Rhone soil makes up about 3O-percent, and soils of minor extent make up 15 percent. The Parachute soil is mostly on ridge crests, and the Flhone soil is in gently sloping to moderately sloping areas on mountainsides. The Parachute soil is moderately deep and well drained. Typically, the surface layer is grayish brown loam about 5 inches thick. The upper part of the subsoil is very dark grayish brown and brown loam about 13 inches thick, and the lower part is light yellowish brown extremely channery loam about 11 inches thick. Hard, fractured sandstone is at a depth of 29 inches (fig. 9). Permeability of the Parachute soil is moderate, and available water capacity is low. Effective rooting depth is 20 to 40 inches. Surface runoff is medium, and the erosion hazard is moderate. The Rhone soil is deep and well drained. Typically, the upper part of the surface layer is brown loam about B inches thick, and the lower part is brown sandy clay loam about 20 inches thick. The underlying material is brown very channery sandy clay loam about 24 inches thick. Fractured sandstone is at a depth of 52 inches. Permeability of the Rhone soil is moderate, and availa- ble water capacity is moderate to high. Effective rooting depth is 40 to 60 inches. Surface runoff is slow, and the erosion hazard is slight. lncluded with these soils in mapping are areas of lrigul soils on ridge crests. These areas make up about 10 Percent of the map unit. These soils are used mainly for grazing and wildlife habitat. The native vegetation on these soils is mainly needle- grass, elk sedge, and sagebrush. When range condition deteriorates, forbs and shrubs increase. Properly managing grazing maintains and im- proves range condition. Seeding improves range in poor condition where slope is less than 15 percent. lntermedi- ate wheatgrass, slender wheatgrass, and mountain and smooth brome are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Re- ducing brush on slopes of less than 15 percent improves deteriorated range, but removing brush may damage deer habitat. Many deer and some snowshoe hare and blue grouse find habitat on these soils. Use of this soil for community development or as a source of construction material is limited by depth to rock and steep slopes. This complex is in capability subclass Vle, nonirrigated. 54-Potts loam, 1 to 3 percent slopes. This deep, well drained soil is on mesas, benches, and sides of valleys. Elevation ranges from 5,000 to 7,000 feet. This soil formed in alluvium derived from sandstone, shale, or basalt. The average annual precipitation is about 14 inches, the average annual air temperature is about 46 degrees F, and the average frost-free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. lncluded with this soil in mapping are small areas ol Olney, Kim, and lldelonso soils that have slopes of 1 to 3 percent. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Eflective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is slight. This soil is used mainly for irrigated crops and hay and for dryland farming. Alfalfa, small grains, and grass- legume hay are grown. This soil is usually irrigated by flooding. Drop struc- tures in irrigation ditches, grassed waterways, and mini- mum tillage control erosion. lrrigation water should be carefully managed to avoid piping. Cover crops or stub- ble mulching also help to limit erosion losses in dry- farmed areas. The native vegetation on this soil is mainly wheat- grass, needleandthread, and sagebrush. Pheasant, mourning dove, cottontail rabbit, some mule deer, and squirrel find habitat on this soil. Community development and recreation are limited by low strength and shrink-swell potential. Dwellings and roads can be designed to compensate for these limita- tions. Community sewage systems will be needed il the population density increases. This soil is in capability subclasses llle, irrigated, and lllc, nonirrigated. ls2 S5-Potts loam, 3 to 6 percent slopes. This deep, well drained, moderately sloping soil is on mesas, bench- es, and sides of valleys. Elevation ranges from 5,000 to 7,000 feet. This soil formed in alluvium derived from sandstone, shale, or basalt. The average annual precipi- tation is about 14 inches, the average annual air tem- perature is about 46 degrees F, and the average frost- free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. lncluded with this soil in mapping are small areas of Olney, Kim, and lldefonso soils that have slopes of 3 to 6 percent. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is moder- ate. This soil is used mainly for irrigated crops and hay and for dryland farming (fig. 10). Alfalfa, small grains, and grass-legume hay are grown. Small areas are used for grazing. These soils are usually irrigated by flooding. Drop structures in irrigation ditches, grassed waterways, and minimum tillage prevent serious erosion. lrrigation water should be carefully managed to avoid piping and erosion. Cover crops or stubble mulching also help to limit ero- sion in dryfarmed areas. The native vegetation on this soil is mainly wheat- grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Pheasant, mourning dove, cottontail rabbit, some mule deer, and squirrel find habitat on this soil. Community development and recreation are limited by low strength and the shrink-swell potential. Dwellings and roads can be designed to overcome these limita- tions. Community sewage systems will be needed if the population density increases. This soil is in capability subclasses llle, irrigated, and lVe, nonirrigated. 56-Potts loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on mesas, benches, and sides of valleys. Elevation ranges from 5,000 to 7,000 feet. This soil formed in alluvium derived from sandstone, shale, or basalt. The average annual precipitation is about 14 inches, the average SOIL SURVEY annual air temperature is about 46 degrees F, and the average frost-lree period is about '120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. lncluded with this soil in mapping are small areas of Kim, Olney, and lldefonso soils that have slopes of 6 to 12 percent. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Eflective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is severe. This soil is used mainly for grazing, wildlife habitat, and some dryland farming (fig. 10). Wheat, barley, and oats are grown. Minimum contour tillage and stubble mulching help to prevent excessive erosion. The native vegetation on this soil is mainly wheat- grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing improves and maintains range condi- tion. Reducing brush improves range. Seeding improves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seed- ing. Preparing a seedbed and drilling the seed are good practices. Community development and recreation are limited by low strength, shrink-swell potential, and slope. Dwellings and roads can be designed to overcome these limita- tiohs. Community sewage systems will be needed if the population density increases. T-his soil is in capability subclass lVe, irrigated and nonirrigated. S7-Potts-lldefonso complex, 3 to 12 percent slopes. These gently sloping to rolling soils are on mesas and sides of valleys. Elevation ranges from 5,000 to 6,500 feet. The Potts soil formed in alluvium derived from sandstone, shale, or basalt. The lldefonso soil formed in very strongly calcareous, basaltic alluvium and small amounts of eolian material. The average annual precipitation is about 14 inches, the average annual air temperature is about 46 degrees F, and the average frost-free period is about 120 days. The Potts soil makes up about 60 percent of the map unit, and the lldefonso soils makes up about 30 percent. The Potts soil is on slightly concave positions, and the lldefonso soil is on. the breaks of steeper slopes. The Potts soil is deep and well drained. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam that extends to a depth of 60 inches. I I I I I I I I I I I I I I I I t I RIFLE AREA, COLORADO 65-Torriorthents-Camborthids-Rock outcrop com- plex, steep. This broadly defined unit consists of ex- posed sandstone and shale bedrock, loose stones, and soils that are shallow to deep over sandstone and shale bedrock and stony basaltic alluvium. This complex occurs throughout the survey area. The soils and out- crops are moderately steep to very steep. Slope ranges from 15 to 70 percent. Torriorthents make up about 45 percent of the com- plex, Camborthids make up 20 percent, and Rock out- crop makes up 15 percent. The Torriorthents are on foothills and mountainsides below Rock outcrop. The moderately steep Camborthids are on lower toe slopes and concave open areas on foothills and mountainsides. Toniorthents are shallow to moderately deep. They are generally clayey to loamy and contain variable amounts of gravel, cobbles, and stones. The surface is normally covered with stones weathered from the higher- lying Rock outcrop. South of the Colorado Fliver, basaltic stones and cobbles are on the surface. Camborthids are shallow to deep. They are generally clayey to loamy and have slightly more clay in tbe sub-. soil than in the surface layer. The surface layer is light colored. The profile is normally free of stones, but scat- tered basalt stones, cobbles, and sandstone fragments are on the surface. The Rock outcrop is mainly Mesa Verde sandstone and Wasatch shale. Some areas are covered with basal- tic boulders and stones. Small areas of limestone out- crops and exposed gypsum are in the eastern part of the survey area. lncluded in mapping are small, isolated areas of llde- fonso, Lazear, Ansari, Begay, Heldt, and Dollard soils. These intermittent areas make up 10 to 20 percent of this map unit. This complex is used for grazing, wildlife habitat, and recreation. The stones on the surface and the steep slopes make this complex unsuitable for crops. Some areas can be reseeded to pasture by broadcast seeding. Other plant- ing methods are made difficult by the stones and slopes. The native vegetation includes wheatgrasses, blue- grasses, lndian ricegrass, needlegrasses, bitterbrush, mountainmahogany, sagebrush, and an overstory of pinyon and juniper. The value of grazing is fair. The vegetation should be managed to maintain wood production and limited graz- ing. Selectively thinning the pinyon and juniper improves grazing and provides firewood and posts. Steep slopes, moderate to severe erosion hazard, and slow regrowth of trees affect harvesting and management. Most of this complex is a prime wintering area for deer. Rabbits, coyote, and a few elk also find food and cover on this complex. Building is limited by steep slopes and stoniness. These limitations can be overcome by appropriate design and construction. This complex is in capability subclass Vlle, nonirrigat- ed. 67-Torriorthents-Rock outcrop complex, steep. This broadly defined unit consists of exposed sandstone and shale bedrock and stony soils that are shallow to moderately deep over sandstone and shale and stony basaltic alluvium. Areas of this complex occur throughout the survey area. The soils and outcrops are moderately steep to very steep. Slope ranges from 15 to 70 percent Torriorthents make up about 6O percent of this com- plex, and Rock outcrop makes up 25 percent. The Tor- riorthents are on foothills and mountainsides below the Rock outcrop. Torriorthents are generally clayey to loamy and con- tain variable amounts ol gravel, cobbles, and stones. The surface is normally covered with stones weathered from the higher-lying Rock outcrop. South of the Colora- do River, stones and cobbles ol basalt are on the sur- face. The Rock outcrop is mainly Mesa Verde sandstone and Wasatch shale. Some areas are covered with basal- tic boulders and stones. Small areas of limestone out- crops and exposed gypsum are in the eastern part of the survey area. lncluded in mapping are small isolated areas of llde- fonso, Lazear, Ansari, Gaynor, Tridell, and Nihill soils. These intermittent areas make up 10 to 15 percent of this map unit. This complex is used for limited grazing, wildlife habi- tat, and recreation. Because of the stones on the surface, the Rock out- crop, and the steep slope, lhis complex is unsuited to crops. The native vegetation includes wheatgrass, bluegrass, lndian ricegrass, needlegrass, bitterbrush, sagebrush, mountainmahogany and an overstory of pinyon and juni- per. The vegetation should be managed to maintain wood production and limited grazing. Selectively thinning the pinyon and juniper improves grazing and provides fire- wood and posts. Steep slopes, moderate to severe ero- sion hazard, and slow regrowth of trees affect harvesting and management. Most of this complex is a prime wintering area for deer. Rabbits, coyote, and a few elk also find food and cover on this complex. Community development is limited by the Flock out- crop, steep slopes, and stoniness. These limitations can be overcome by appropriate design and construction. This complex is in capability subclass Vlle, nonirrigat- ed. 68-Vale silt loam, 3 to 6 percent slopes. This deep, well drained, gently sloping soil is on mesas, terraces, and alluvial fans. Elevation ranges from 5,000 to 7,200 feet. This soil formed in calcareous eolian material. 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IG lo.o. & ooooa o a € AA ol=ltto N o.oo dalta-laatalal o. aE!coE o Io a a I Lo. _1 a I I I I o L @ o o I I I o \o I I I o oo oo $o.oo .csco =c G4 aa o luaoo L *g o q (! o ootrcoo otro oco oo v7 I Lo. _1-_ a I t I I o L @ Gco a6ooo cooo --;; O.dLOO !o - c 6 = a, oL() 0oodp A ..d 4G *q o F or oo @6 q. jJ O.cotuL.coD{J LJoo L:(tooots<& o;9r.o.ccooooot.>.Cdo5o.crjAL{JA(.<OLO o.ddo CLL.oI c .L ..L E Oororo6oat< u"itsi \Ot-{ o & rOO\Oo o6 a oc6d o-o (!>a co do.-46 OErn Nts I 6 I I ooac coU I Ia)u& f,t- u lL &BF =oz J oa I In u J(rt tsr I I I I I I I I n r I n ! r ! I ! 148 lltttttttttt IIIIIIIIIIIIIIIIIII GILBERT RAMIREZ GARFIELO COUNTY, COLORADO EqUESTRIAN TRAINING CENTER SCS SOILS MAP r^$t ;HE- 7 oioo o4b rl E6 E a FE' HIGH COUNTRY ENGINEERING, INC. t4 INVERNESS ORTVE EASI, gTE F.t20. ENGLEWOOO. CO AOr I 2PHONE (303) 923{Sa4 FAX (303t 9250347 | 5 I 7 BLAKE A.VENUE, SrE I O l, CLENWOOD SpRlNGg, CO S I 60 IpHoNE {t7O) 045€675 FAX (97O) 04S2S55 M.HCENo.COM CALL 2.BUSINESS OAYS IN AOVANCE BEFORE YOU OIG, GrcE, OREXCAVAfE FOR NE MARXINGOF UNOERGROUNO MEM6ER @LItr6 APPENDIX C DRAINAGE CALCULATIONS Page l1 I I I t l$ r$ lfi ? r$ l$ I x Ifr fil$ rfi lfi $rf; r$ I I I I HEC-HMS eK,1y1 p, !(he*1 *11 L Proposed channel Junction-6 Basin Model: Junctic,n-3 tl{ 7'a c'ar, r1/r'4 I I I HMS * Sr:mary Project : EQUESTRIAI.I PROPOSED of ResuLts Run Na"me : El( 25YR Start of Run : 17,Ju105 1200 Basin Model : EQUESTIAN EX-UPDATED End of Run : 18ilu105 1200 Met,. Model : 25YR24HR Executj.on Time : 08Dec05 1540 Control Specs : 25yr-ex Discharge Peak (cfs) Volune (ac fr) Drainage Area (sq mi) I I I I t I I I I I t t I I EX2 ilunction-4 Reach-1 EE5 ilunction-7 Reach-7 BX1 ilunction- 1 Reach-3 EX3 rTunct,ion-2 Reach-5 EX7 ilunctsion- 5 Proposed channel rTunction-5 Reach-4 EX5 ilunction- 9 Reach-2 EX4 .Tunctsiou-3 Reach-12 Design Points 18 iIuI 05 18 iIuI 05 18 .lul 05 18 iIuI 05 18 iIuI 05 L8 'JuI 05 18 rTul 05 18 JuI 05 18 ilul 05 18 Ju]- O5 18 ilul 05 18 iIuI 05 18 ilul 05 18 .ful 05 L8 iIuI 05 18 ilul 05 18 ilul 05 18 ilul 05 18 ilul 05 18 ilul 05 18 ilul 05 18 .Iul 05 L8 ilul 05 18 ,rul 05 6.3690 5.3690 6.3240 6.5085 L2.832 t2.787 1,34.L7 L34.L7 133 .58 89.568 89.558 88 .459 4.4L7 4 209.07 208.88 22L.28 220.59 2.2425 2.2425 2.2L77 9. L538 9.1538 a.9907 228.49 0035 003 5 0040 004 0 00{0 0 045 005 5 0055 0055 0035 0035 004 0 0045 0050 00s0 005 0 0050 003s 003s 0035 0030 0030 0030 0 050 o.72328 o.72328 0 .71990 0.809s0 L.5294 L.5242 20.40L 20 .40\ 20.3L9 9.8832 9.8832 9.8438 0.59859 30 .7 6L 30 .7 28 32.2s2 32.223 0.25035 0.2s03s 0.250L7 0.89807 0.89807 0.89478 33 .368 o .029 0.029 o.o29 0.032 0.05r. 0.051 0.822 o.822 o.822 0 .395 0.395 0 .395 0.024 L.241 L.24L 1.302 1.3 02 0.010 0 .010 0.010 0.036 0.035 0.035 1.348 Hydrologic EIeurent, Time of Peak /Oc f Z c-,tTt^-,< I I HMS * Sumnary of ResuLts Run Name : EX 100YRPToJect : EQIIESTRIA}I PROPOSED Start of Run : 17,IuI05 1200 Basin Mode1 : EQUESTIAN EX-UPDATED End of Run : 18ilul05 1200 Mets. Model : 100YR24HR Executsion Tine : 08Dec05 1542 Contsrol Specs : 100yr-exI I Hydrologic Element Discharge Peak (cfs) Time of Peak Voh:.ure (ac fr) Drainage Area (sq ni)I I I t I I I I I I I t I I I EXz ilunction-4 Reach-1 EK5 ilunction-7 Reach-7 EX1 ilunction- 1 Reach-3 EX3 ilunctsion- 2 Reach-5 EX7 .function-5 Proposed channel ilunct,ion-5 Reach-4 EX5 ilunction- 9 Reach-2 EX4 ilunction-3 Reach-12 Design Points 9 .7L73 9.7L73 9.6727 9.9189 L9.592 L9.426 203.46 203.46 203.2L 136.51 135.51 134.36 6.7248 3t8.27 317.3s 335.99 335.69 3.4193 3 .4193 3.3889 t3 .97 0 t3 .97 0 L3 .7 59 347.38 18 Jul 05 18 Ju} 05 18 Jul 05 18 Jul 05 L8 ,ful 05 18 ,JuI 05 18 Jul 05 18 .7uI 05 18 ilul 05 L8 .Iu1 05 18 ,fu1 05 L8 'Jul 05 18 'JuI 05 18 ilul 05 18 iIul 05 l-8 alul 05 18 iIul 05 18 ,fuf 05 18 ilul 05 18 .lul 05 18 ,Iul 05 18 ,Ju1 05 18 ilul 05 18 .TuI 05 1.0335 1.0336 L.0292 1.1559 2.t86L 2.17 99 29.L64 29.L64 29.057 L4.L23 L4.L23 t4.07 4 0. 85553 43.986 43.950 45.130 46.097 o .3577 4 o.3577 4 0.35757 L.2832 L.2832 1".27 93 47 .734 o.029 0.029 0 .029 0.032 0.05L 0.05r- 0.822 o.822 0.822 0 .395 0.395 0.395 0 .024 t.24L L.24L L.302 1.302 0.010 0.010 0.010 0.035 0.035 0.036 1.348 003s 003 5 0040 004 0 0040 0045 0055 0 055 005 5 003 5 003s 0035 0045 0045 005 0 005 0 005 0 0035 003 5 0035 003 0 003 0 003 0 0050 HEC-HMS D& c?r5c\ scJtavlzl'rr c Proposed channel Basin Model: I I T I t I I I Q<lt 1t,c2o:f, I I I I HMS * Sumurary of Results Projeet : EQUESTRIAII PROPOSED Start of Run : 17rTu105 1200 Basin Model End of Run : 18ilu105 L200 MeE. Model Execution Time : 08Dec05 1624 Control Specs Run Name : PR 25YR UPDATED EQI'ESTIAN PR-UPDATED 25YR24HR 25yr-pr Hydrologic Elements Discharge Peak (cf s) Time of Peak Voh:ne (ac fts) Drainage Area (sq mi) I I I t I t I I I I t I I I F,X2 ilunction-4 Reach-1 PR5 ilr:nction-7 Reach-7 tK1 .funct,ion-1 Reach-3 EX3 ilunction-2 Reach-5 PR7 ,Junction-5 Proposed channel ilunct,ion-5 Reach-4 PR6 ilunction-9 Reach-2 Er4 ilunction-3 Reach-12 Design Point 18 'Ju1 05 18 ,Ju1 05 18 .IuI 05 18 ,JuI 05 18 rlul 05 18 Jul 05 18 JuI 05 18 ,JuI 05 18.Tu1 05 18 ilul 05 18 .fuI 05 18 ,Ju1 05 18 iIuI 05 18 ilul 05 18 ilul 05 18 ilul 05 18 JuI 05 18 Jul 05 18 ilul 05 18.Tu1 05 18 .ruI 05 18 'Ju1 05 18 .ru1 05 18 'JuL 05 5.3590 5 .3690 6.3240 6.7328 13 .057 13.009 134 .17 134. r.7 133 .58 89.568 89.558 88.459 5 .647 2 2L0.28 210.09 222.71, 222.02 2.4857 2.4857 2.4595 9.1638 9.1538 8.9907 230.L2 0035 0035 0040 0040 0040 0045 0 055 0055 0 05s 003s 0035 0040 0045 0050 0050 0050 0050 0035 003s 0035 0030 0030 0030 0050 0.72328 0.72328 0.71990 0.83539 1. 5553 1. 5501 20.40L 20.40L 20.3L9 9.8832 9.8832 9.8438 0 .75111 30.914 30.880 32.430 32.40L 0.27538 o .27 538 0.27519 0.89807 0.89807 0.89478 33 .571 0.o29 0. 029 0.029 0.032 0.06L 0.051 o.822 0.822 o.822 0.395 0.395 0.395 0.024 L.Z4L L.24L 1.302 t.302 0.010 0.010 0.010 0.035 0.036 0.035 1.348 ii loo72 Plo/oreT'I I I Projects : Start of Run : End of Run : Execution Time : HMS * Sunmary EQUESTRIAN PROPOSED 17,Ju105 1200 Basin Model L8rTu105 1200 Met,. Model 08Dec05 1535 Control specs of Results Run Name : PR 100YR UPDATED : EQIJESTIN.I PR-UPDATED : 100YR24HR : 10Oyr-pr Discharge Peak (cfs) Vo1une (ac fr) Drainage Area (sq mi) I I I I t I I I I I I I t I EX2 .function-4 Reach-1 PR5 ilunctsion-7 Reach-7 F-X1 ilunction- 1 Reach-3 Er(3 ilunction-2 Reach- 5 PR7 : 'Junction-5 Proposed channel ,Junction-5 Reactr-4 PR6 ilunctsion- 9 Reach-2 F.X{ iluncEion-3 Reach-12 Design Point 18 ,Jul 05 0035 18 .Iu1 05 0035 18 rTul 05 0040 18 .Iul 05 0040 18.IuI 05 0040 18Jul 05 0045 18 ilul 05 0055 18 .IuI 05 0055 18 ilul 05 0055 18.TuI 05 0035 18 .Tul 05 0035 18 ilul 05 0035 L8 JuI 05 0045 L8 iIuI 05 0045 18 JuI 05 0050 18 Jul 05 0050 18 ilul O5 0050 18 ,Ju1 05 0035 18 ilul 05 003 5 18 'Ju1 05 0035 18.IuI 05 0030 18 .Iu1 05 0030 18Jul 05 0030 18 JuI 05 0050 9.7L73 9.7L73 9 .67 27 1,0.244 ]-9.917 L9 .7 47 203.46 203.46 203 -27- 135.51 136.51 134.36 8.479L 320.02 319.07 338.01 337.72 3 .77 04 3 .77 04 3.7388 L3.970 L3 .97 0 L3 .7 69 349 .58 1.0336 1.0336 L.0292 L.L92L 2.22L3 2.2L50 29.L64 29.L64 29.O57 L4.L23 L4.L23 t4 .07 4 1.0598 44.L9L 44.154 46.369 46.337 0.39160 0.39L60 o.39L42 L.2832 L.2832 L.27 93 48.007 0.029 0.029 0.o29 0.032 0.051 0.061 o.422 o.822 o.a22 0.395 0.39s 0.395 0.024 L.24L L.24L 1.302 1.302 0.010 0.010 0.010 0.035 0.035 0.035 1. 348 l@ I I I I I I t t t I I PROJECT JOB NO. By f,Ro DATE z/tg/oS CK,D By DATE A il Entl lqee -Ouad C.onpn ilr sustycT 8r1"4+'h 7*,.,"s Urt{ ' pncr, / or GLENwooD SPRINGS, CO ENGLEwooo, CO 1517 Blake Avenue, Suite 101 . Glenwood Springs, CO 81601 14 Inverness Drive East, Suite F-120 . Englewood, CO 80112 970.945.8676 phone.970.945.2555 fax 303.925.0544 phone.303.925.0547 fax I t T I I I IOO:, gS,r ?.5, !t: I 25: qr- - ZLI h. ZLI hr 6 t''c 6hr 2,4 tq 2,o i" t,g io t€l. J ra ..,-z-:*t! :7:lit2 tur: -"l * "t"o'^:- *.i*-..-:^*L- R Z1:br, , : Q -,)'-." ." -.". -: l.,O i6 o"$ re I Yol - o-. Drri:i I Y" -- - o.ou +J + o.qlz o,rii [6;e; [x,)( i,ti" 'rg',gi,o,n' I t2 xl l2 ZXr- I hr Z,o, - 6b, L{ - 2q$, es* Vqlve fmr,: paf5 $.rn pops t Yz,= ' o- sn, n,,, Yl* = or\11 .:: ', 7 ,O'41t l i(zgr -,1 h1 ,-F + o.7l,tlx. I ,v . --. - -f..-...-+ 0,753l. 0,,l ',;*;)] il/( te/r,i\1ii' ?r* t /0o <1r Ys .= lu.o Xr Xr,r: ' l(E qe I !: , esr Yo-ls 'zhr !:"", *f ?tl l, {rcr"', ,.nrl l2 ; /.5/_ *. 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"'-j" -' -:- '1- : : --:- , -i ,,: !li rii i1 ','- .: t -i I -l i*-"*J :t -**r*?*Y__*i- T.TIL i:11 !l :ti :;i. t:tiiiit t ,ti1 l,1i :ii ___i -i ---J i::ii ,l lltiti ti l1 1 I I I I @ Au I ufl,)\e -OuNl Caill,a\ PRoJECT ?a-es{rran -fr^, o,ng Cerrter JoB No.z(rs to3 l. cro By JRo DATE CK'D BY DATE SUBJECT Seer'F PAGE Z OF I I I I t I I I I I I T I I t GLENWOOD SPRINGS, CO 1517 Blake Avenue, Suite 101 ' Glenwood Springs, CO 81501 97 0.94 5.867 6 phone . 970.945.2555 fax ENGLEwooD, CO 14 Inverness Drive East, Suite F-120'Englewood, CO 80112 303.925.0544 phone o 303.925.0547 fax 25 -,\.: , 25-,;gr ,25-,a..g, zq fr 6 \r1 I,h. 2.,O.rn. .(-t"5 ,[, I ( t:2 ir, ,( per *f) P?. t""P ) ?er FSr.rre ) 5 -,7 =.)(zso, 1t,q(t.2" x .;:: \r a.23 ) o,.?1);j =o.35 l1,mio i ,i I r*. .-:--- -t-. --t-. ,-. (?,a,;; ii,., ( t,z" r ,c;o!'57,) o,, S?) 'o.6g eir(z.ss.-6,n) 3q'( t.5) t i,,e,si (i: + 'O,,65q (.1. , lt,)\--)t.3o i', (:s jl-, i r..) 3h. 1 . .*-j*#-": A*-.".-.*.i"*-i*^. 4.G--*-l:1o.5..*^*!-*r^-** - ;*.*-4--*-* ioq,( e ,.,.)i ,o,,fui (1i11 + :, o,43J ( /,, L:-:t-):-l --'=e7 ( t,s ) *f"*i 1ltl4,-,4 1ld-*j I : :ii itii-i i--i-l-J:I:i:1,iiir-i i t, ', I -i lat, -: l'- -- l---:11tl:: - j - i-- ,'lllll;ii ;t. 1' Z :rr : l'Y^**'r"l1i1 +o*-: - "l- ^j":1i =,o1- -': --T-'111 i1 t: ii*i*-"1 I I I 1.31 ;n (?;H,r;3&I t: ,iii !iir; .. ! ill':li]il : : j ,.t-,.- : : - : 1l- -l---t---|- : ';lt, l1r, l l : . : J*,*i--t:i iltll: t1i ,111 1: Iiii 1lt:j1 I iriiii1ia: il', l t)lita. . .. t.......... -: ..... r. :: . . ::i.;liri -i lilj i- l itl---1'--.l--111 iii I I I I I I I I I I I I I I t I I I I EV o e*r an -l.o;a ; a, Centxr zo5 to3t ,b %' xr Figure 17. Precipitation depth-duration diagram (6' to 24'hr). c - 6 c =g & 1,76 io 259r. '12 6c I I I I I I FTres*.io'tr -Tlalnin3 Cer'ter 3) 5to 3; . clO lao gr Figure 17. Precipitation depth4uration diagram (6- to 24-hr). '-^\dt.,r"r{t -v' -------'--'--- z,v t.8 =E 3. lo .9 =.s q 6 Duratiof, (Hours) €nr.tes*riaa TrainJn3 Cattor ' 7u5rCI3l,oa oa, (,E -c ELoct EC' .E.=.gC' G' o- o.5q (25. rt.j Figure 6. Precipitation depth versus return period for partial-d urati on series. Return Period in Years, Partial-Duration Series t I t I I I I I I I I I I Tc-8X1. txt EX-1 sheet rlow 0. 1500 300.0000 ft 1. 0000 r'n 0.2000 fr/ft computed sheet flow time .. .> 0.2801 hrs shallow concentrated rlow Descri pt'i on Mann'i ng's n r'l ow Length Two Yr, 24 hr Rainfall ...tand slope Descri pti on Su rfacerlow Length .:unpaved 2682.l-052 ft watercouFse slope ve loc] ty . . computed shallow shallow concentrated Flow Descri pt'i on Surfacerlow tength .: watercouise slope ve1 oci ty computed Shallow unpaved 5454.0000 ft I I r&&&+&**& total time of concentration > l-.2493 hrs t I I t I eage 1 I I I I t I I I I I I T I I I t I t I Tc-EX2 . txt EX-2 sheet rlow ri ow t-6ngth Two Yr, 24 hr t-and sl ope computed sheet oescri pti on Manni ni;'s n 0. 1500 242.5033 ft 1.0000 in 0.01_65 fr/ft unpaved L266.5187 fr 0.01-60 ft/ft 2.0409 fps R;i;i;i i'iiil'ii;;..> 0.6408 hrs Shallow concentrated plow oesc ri pti on Su rfacerlow tength Watercourse ii;p;velocity .. Computed shajlow flow time > O.\724 hrs *************************** total Time of concentration > 0.gl_32 hrs**************************** eage 1- I I I I I I I t I I t I I I I T I I I EX3 sheet rlow Tc-EX3. txt R;i ;i;i i 0. 1500 300.0000 ft 1-.0000 i n flow time Descri ption uanni ng's n r"low t-ength Two Yr, 24 hr t-and sl ope Computed sheet shallow concentrated Flow Descri pti onSurface unpavedr'low Length 2344.9288 ftwatercourse slope 0.051_0 ft/ftvelocity ....:. .. 3.6437 fps computed shallow flow time .>'0.1-788 hrs shallow concentrated rlow Descri pti onSurface Unpavedrl ow Length 1935 . t i-84 ftwatercourse slope . 0.0300 ft/ftveloc'i ty ... .: . . . 2.7946 fp.s Computed shallow flow t'ime .>-0.1-923 hrs t-otal t.ime of concentration > 0.7751 hrs eage 1 I T I I T I I I I t I I I I I I I I I Tc-EX4. txt EX-4 sheet rlow Descri pti on tvtanni n!' s nrl ow t-6ngth rwo vi, iq nr-ili "i;i i Land s.lope 0. r.s00 300.0000 ft l-.0000 i n 0.0730 ft/ft computed sheet flow t'ime shallow concentrated rlow . .> 0.419L hrs unpaved 913.l_401 ft,.::.::::::.:::. 3:3313 f;(*flow time .> 0.0552 hrs rl ow Descri pti on su rface r'l ow Length watercourse s'lopevelocity .. computed sha'l I ow shallow Concentrated Descri pti onSurface unpavedrlow tength 925.4763 ftwatercourse slope . 0.0L00 ft/ftvelocity ....j... 1.61-35 fpscomputed shallow flow time .>'0.1593 hrs total time of concentration > 0.6336 hrs&&**&&e&* eage 1 I I I I I I I I I I I I I I I I I t I TC-EX5 . txt EX-5 sheet plow Descri pti on Computed Sheet flow time shallow concentrated rlow lrtanni nf 's nrlow tength Two Yr , 24 hr na-infal'l . . . t-and s'lope 0. 1500 2gg.gg82 ft / 1.0000 in4ffi.ft 9.t2.> 0.7035 hrs Descri pti onsurface unpaved Fi ow iengtt', . . ' JgS :n+#+ 9'o watercourse Slope 0.01-35 ft/ftvelocity .... j... 1,.8747 fp'scomputed Shallow flow time .>'0.0438 hrs shallow concentrated rlow Descri pti onSurface unpavedrl ow uength i-040. 9243 f t ^ , .watercouFse siope . :: ::: :::.:.... e+tfi1i++t o.ot)/velocity....j... Z.t2Z2fp'scomputed shallow flow time .>'0.l-363 hrs *************************** total time of concentration > 0.8836 hrs++++++++++****[&+& eage 1 t I I I I I I I I t I I I I t I I I I Tc- EX6. txt EX-6 sheet rlow Descri pti on laanni ng' s n 0. l-500rlow uength 300.0000 ft Two Yr, 24 hr Rainfall ... 1.0000 iniinO'siope ..... -#ffr o.o<'r'e Computed sheet flow time ...> 0.5982 hrs shallow concentrated rlow Descri pti onSurface Unpaved /t4 rrlow tength 7+6,++&? t.te ": ^--watercouFse si;p;' : : : : : : : : : : :... . oTzm'-i.r7fr o.ozztT velocity ....j... 2.5511 fps Computed Shallow flow time .>'0.0780 hrs *************************** totai .rime of Concentration > 0.6762 hrs**************************** eage 1- I I I t I I I I I I I I I I I I I I I Tc-EX7. txt EX-7 sheet rlow Descri pti ontvtanning'sn 0.1500 _q-^ iJ,3''"f:"3lhn;'ili;i;ii' : : : :. : : : : : ffi )?J tand slope _e*20ffit7Tf .o s computed sheet flow time ...> 0.6839 hrs shallow concentrated rlow Descri pti onsurface unpaved 1@ / )ror'low uength .. +f&:t75ffit- al- r, t,twatercourse slope 0.0230 ft/ft 'e' ' e' velocity ....:... 2.4469 fps computed shallow flow time .>'0.0396 hrs shallow concentrated rlow oescri pti onSurface Unpavedrlow tength 1367.7083 ftWatercourse slope 0.01-12 ft/ftvelocity ... .: . . . 1.7452 fps Computed Shallow flow time .>'0.2L77 hrs *************************** total .rime of concentration > 0.9412 hrs**************************** eage 1 I t t I I I I I I I I I I I I I I I I PRs, TC.txt PR- 5 BY: DJD l-2-9-05 Sheet Flow oescri pt'ion Mann'i ng's n 0. 1500rlow Length 300.0000 ft Two Yr, 24 hr Rainfall ... 1.0000 inuand s1ope. ... 0.0230 ft/ftcomputed sheet flow time ...> 0.6652 hrs shallow concentrated rlow Descri pti on Surfacerlow length watercourse unpaved 5L0.0000 ft .; .::::..::.::: '. 9'.2i12 firflow time .>'0.0573 hrs .Total -Time of concentration > O.7225 hrs**************************** ii;p;velocity .. computet ih;i iil' eage 1 I I I I I t I I I t I I t t I I I I I PR-6 BY: D]D 12-9-05 Sheet rlow oescri pti on Manni ng's nrl ow t-6ngth Two Yr, 24 hr nainfall computed' sheet flow time shallow concentrated plow PR6, TC.txt 0.1500 300.0000 ft 1-.0000 i n 0.0267 ft/ft..> 0.6267 hrs Descr-i pti on surfacb unpaved 936.0000 ftFlow Length .: watercourse Slope 0.0224 ft/ftvelocity ....:... Z.4L4g fp'scomputed shallow flow time .>'0.1:072 hrs **'****************** *******.Total rime of concentration > 0.7344 hrs**************************** eage 1- PR-7 BY: D]D l-2-9-05 Sheet Flow Descri pti onsurface ... PR7, TC.txt unpaved 1-7r-0.0000 ft 0.0r.40 ft/ft 1-. 9091- fps Descri pti on Manning's n 0.1500rlow tength 300.0000 ft Two Yr, 24 hr Rainfall ... l-.0000 intand slope ... 0.0200 ft/ft computed sheet flow time ...> 0.7035 hrs Shallow concentrated rlow Flow Length watercouise slooevelocity .. Computed shallow iiil'ii;;> 0.2488 hrs ++++ +++ +++++4**r*r rotal t-ime of concentration > 0.9523 hrs eage 1- I I I t I I I I I t I I I I I I t I I PR-5 BY: D]D 12 -9-0s Composi te oescri pti on PR5, CN.txt Runoff curve ttumber calculator area (ac) Curve Number BARE DIRT BLDG NATIVE GRAVEL 2.5L00 0.2700 13 .8300 2.6400 19.2500 82 98 69 85 73 eage 1 I I PR-s BY: DJD I 12-e-0s PR6, cN . txt Composite Runoff Curve Number calculator I Descript'ion Rrea (ac) Curve t{umberI --il;-;;-;- ----i.r;oo- ----A;------- NArrvE 1_0. 6600 69 I T I t t I I I I I I T I ease 1 I I I pR-7 BY: DJD I r.2-e-0s PR7, CN. txt composite Runoff Curve Number calculator Description area (ac) Curve Number NATTVE l-2.1500 69 eage 1 -r - TIIIIIIIIIIIIIIIIII ,*Y+7, -.r:'$$\t,'',1\t j i,,,t';J -'. \\\ lii:B'i\N :'l!',:,.ifi i/,,' ffiffiq.i- - : : =#g$ffilji\H'.* \:Jiji ,'1 )i,),),ili*iffi ;__-*'' j,',t ),,r'l i}.;7a- .".:'-,t- :.:.1- .- r \ \ ( {,,.,i *';:-r *---!trk /'?? \ =iY\ -":-:\,; t I I t I I II II t t I IIIt t,'t" 't'' 7,zl\/ elF*\ frd:il/\sil -/ ,v / / / ';r\ '1 \ r I I i I : I ) ; I- ! czo @ az ocvs2ozdE @tr oo ; -v ! czo mxl: ucruocc1-22 ?:ii sPgE 1=S U eTEE ota a 9PP: 6izi,l9g, <<BE>@c2 r"-zoS I ,Up',q ti :I' / mxon dr N-88 6m(, cl o<o!, oo".,.o.!.e"Hnfii56*ooo 6lkHtcH COUNTRYENGITEETNG, lNC. .,*- rytrui}n r4rNvERNEs.sDRrvEFlI[:tIEf.l?o:E!GLE^Jvo_oD_,co6ot12 MRI REVISION CAL frILfl NOTFEANON CEMER OFCOLOM I €OGg22-t 947 oR 534. O'OO rN MfrRO OENWF :AL 2.EUgNESS DAYS IN AOVNCE BEFOREYOU OIG, GMOE, OA ETCAVATE FOR BE MARreNG OFUNOERtrOUND MEMBER FIUNES IXISTING DRAINAGE CONDTTIONS BASIN SPECIFIC VALUES Eu^EAYENUE, srE l0l, qENWQqpgpRNCa, COAt&t PHONE (E7O) taESaA FX(9aO)91&ZAAa ffi.HCENO.COM EXDR.I APPENDIX D DESIGN CALCULATTONS Page 12 3 .0000 3 .0000 I I I I t I I I I I I I I I T I I I I channel oes'ign RAMIREZ EQEUSTRIAN FACITLY DMINAGE CHANNEL CALCULATION FOR THE 25 YR FLOW. HcE NO. 2051_031.00 12-8-05 Gi ven Channel Calculator Input Data: Shapesolving for Fl owrate S1 ope .rrapezoi da1 oepth of plow 13.1000 cfs 0.01_00 ft/ftManhing's n uei ght Bottom widtht-eft slope . ni ght s'lope computed Results: DePth ve loc] ty . .rull Flowrate Flow arearlow perimeter Hydraulic radiusrop widthArea . Peri meter 0. 0r.30 24.0000 12.0000 ininfr/ft (v/u)ft/ft (v/u) Percent full 15.4020 i n 7 .L482 fps 28.2680 cfs 1.8326 ft2 44.4702 in 5 .9343 'in 22.2680 in 3.3333 ft2 62. 5964 i n 64.1749 % l-7.6655 in 0.0063 ft/ft 5.9694 fps 2.1945 ftz 49.2422 in 6.4L75 23.7770 2.0776 2.2082 1. 2681 supercri ti cal critical rnformationcritical depthcritical slopecritical velocity ..critical areacritical perimetercritical hydraulic radiuscritical top widthSpecific energy ... Minimum energy Froude numberrl ow cond'iti on ininftft eage 1 I I I t I I I I I I I I t I I I I I I RAMTREZ EQUESTRIAN CENTER PIPE CALCULATTON FOR 25 YEAR HcE No. 2051031.00(12-8-os) eipe oesign STORM EVENT Given Input Data: Shape Manning Pipe calculator C'i rcul ar Depth of rlow 1-8.0000 i n 13.1000 cfs 0.0125 ft/fr 0.0100 L2.842L in 1.767L ftz 1.3488 ft2 36.2134 in 56.5487 in 9.7122 fps 5.3635 i n 7L.3449 % 15.2675 cfs 8.6396 fps 17.9319 in 0.0046 ft/ft 6.5498 fps 2-OOO1 ft2 46. 1,381 i n 6.2423 in l-8. OOOO i n 2. 541_0 ft 2.24L5 ft 1..8254 supercri ti cal solving forDiameter .. Fl owrate !lopg .: Manhi ng's n Computed Results: Depth Area . wetted Area wetted Perimeterperi meter percent pullrull flow Flowraterull flow velocity Critical Informationcri t'ica1 depthcritical slopecri t'i cal vel oci tycriti cal areacri ti cal velocity ..uydraulic Radius cr"r t] ca I pert metercri ti cal hydrau'li c radi uscritical t6p widthspecific energy ... M'r nr mum energy Froude numberrlow condition eage 1 I I I RAMIREZ EQUESTRIAN CENTER EXISTING BYPASS CHANNEL FROM HCE NO. 2051031.00(l-2-8-0s) Bypass Channel oesign EX1 AND EX 3 CAPACIry Channel Calculator I Given t I Input Data: str+be . . .-.solving for .rrapezoi da1 Depth of rlow 340.0000 cfs 0.0L00 ft/ft 0.01-30 24.0000'in 960.0000 in 8.0000 ft/ft (v/H) 8.0000 ft/ft (v/u) 6.6589 in 7.6522 fps 2824.2755 cfs 44.4314 ftz 973.42L5 in 6.5728 in 96L.6647 in l-60. 5000 ftz l-008.3735 in 27.7456 % I 9.8951 in 0,0027 ft/ft 5.1474 fps 66.O52L ft2 979.9442 in 9.7062 in 962.4738 tn 1.4649 ft r-. 2369 ft l-.8118 supercri ti cal rl owrateslopg .:uanhing's n Hei ght Bottom widthteft slopenight slope I I I t I T I I t t I I I computed Resul ts: Depthvelocity ..rull Flowrate Flow area Flow perimeter Hydraulic radiusrop width Area . Peri meter Percent full critical rnformationcritical depthcri ti ca1 sl opecri ti cal vel oc'itycritical area .critical perimetercritical hydraulic radiuscritical top widthSpecific energy ... Minimum energy Froude number Flow condition eage 1- IIIITIITIITITIIIIII r'i'r\.iii:\ i'1 9z E5 n 'i l..l "l \./r1:) @ / @ I o a z oz -N@ Nb 7dt! ri> Xz ,c 20sn occ "6aaXJ-i ci!9tr HYsE !nIOonnJ Hes:.qlz tlzi+i9;<<3!2@C2 pZ-\ ag I I *ll i 5 EPtsE! EilHHiE U9:: E EEE" r.-33 x izee H !n t l4 tNVENESa-DR|VE-EAS, sTE F!20, ENGLilOOD. CO 50r t2pHoNE (3o3) 92m5tl rex tgost g2eu7 -- -- "- !EI7 BUKE.AVEflUE, gTE IOt, GLENWOOD SPRINGS, COAI&IpHoNE (e7o) e4$6ze rxezorsa*iia;'-- -.--. w.HCaNO.COM F-. (Y) O =f.O (-- 5<J Llllll ulll !!tl[ulill lnl lnil lt nl ll til65232l oz / La / zoo4 @z : 3Zp srsat-Fbii-n nliooni'1 of 5 R 26.@0 O O.o@ GRRFIELD COUNTY co WELL AGREEMENT THIS AGREEMENT is made and entered into by and between ANDREZJ J. OBROCHTAand BERNEICE OBROCHTA, 0106 Deer Yalley Diiu., Glenwood Springs, Colorado g1601 ("Grantol') and GILBERT RAMIREZ, 4685 Counti noad 346, silt, Colorado-g 1652 1,.Grantee,,). RECITALS A' contemporaneols]r with the execution hereof, Grantor is conveying to Grantee theproperty described on Exhitit A (the "Property''), together with an undivided one-thi;a (1/3) interestin that certain water well described in well permit No. 22gllg, issued by the colorado StateEngineer's Office, Division of Water Resources (the,,Well,,). B' Byvirtue ofthe WellPermit, the use of groundwater from the Well is 1imited to fireprotection, ordinarylouseholdpurposes inside not moie than three (3) single famil, dwellings, thewatering of poultry, domestic animals and livestock on a farm or ranch'and tlie irrigation of not morethan one (1) acre of home gardens and lawns. C. The interest in the Well conveyed to Grantee is intended for use upon the property and such interest shalr be deemed appurtenani to the property. D' The parties desire to set forth terms and conditions which shall govern cost sharingand the use of the Well. Now,**--lg*r, ror and,, ":::..t#::-' sare and purchase orthe property andthe promises and agreements herein contained, the suffrciency of which is hereby acknowledged, theparties agree as follows: l ' lvell Shareq' For the purpo!: of this Agreement, the well is divided into three (3)equal shares, each share representing an undivided on.]tnirJ 1il:; ownership inter;;t in and to theWell' Each undivided o-ne-third (l/3J ownership interest in the wett shall entitle the owner of thatshare to the use of the well and the groundwater from ,rr. w"fl, subject to and upon the terms andconditions set forth in this Agreement. 2' use of the welt. use of the well by each owner shall be limited to fire protection,ordinary- household qlTorys inside one (l) singr. iurnilv o*.iring, the irrigation of not more rhanone-third (1/3) acre (14,520 square feeQ'of hoire g*dirs uno ti*n and tI',e watering of poultry,domestic animals and livestock' Each owner shall be entitled to use one-third (li3) of the permittedwater available from the Well. C:FRONT DESlUobrocht.\Do./Wcll AtmLRuirq wpd ?c+upn 1o .' c,\be"{ Ra- trc? \togs eE. BqL ^)bso\ es Bttcsz.;;/, €) 3' Return Flow' The return flow from in-house uses of water from the well shall bethrough an individual wastewater disposal systems of a non-evaporative type, where the water isreturned to the same stream system in-whichihe well is located. 4' Sharing of costs' The owner of each share in the well shall share costs with theowner or owners of the other two (2) shares in the wefl as follows: (a) Crrantor shall install apump, pumphousq pipelines necessary to provide waterfrom the well to the boun-dary of each pu.."f to u" r"*.0 uv irri well and stratt e>rtena a permanentsource of power to the well. The owner of each share in t'he well shall be responsible for and payan equal proportionate share of all costs incured by Gr;;;; in connection with the installation ofsuch facilities. (b) upon installation of the facilities described in paragraph a(a) above andthereafter, each owner shall be responsible for and p;;;""qrur proportionate share of all costs toimprovg repalr, maintain or replace the well,.pump, pu-prrou'r., power source for the well and anyother equipment or facilities n.""r.ury for the corrmon use of the well. (c) All costs to repair, maintain or replace any equipment, facilities, pipeline orportion thereof which serves two (2) or more owners shall be divided equally among the ownerssharing the use of such equipment, iu.ititi., or pipeline. (d) All costs to install, e)fend, repair, maintain or replace any equipment, facilities,pipeline or portion thereof which serve only one (i) o*n., siall be the exclusive obligation of theowner served by such equipment, facilities or pipeiine. 5' Maintenancg' The owners of the well shall cooperate and consult with each otherprior to any expenditures for replacements, repairs, i,,,p.o.'"-*ts or maintenance of the well or anyother equipment or facilities necessary'foi the'common ur.-or the well. Not*itnrtarding theforegoing' each owner shall have the rightto make such."pui.r, improvements, replacements andperform such maintenance as may be reqrired to_fully .rJ"t ilh ;wner,s water rights in the well andto recover such other owners' ptopo.iiorute shares oitir" costs of any irp.orJ*rris or repairs tocommon facilities required for that purpose. 6' onerating cosb' In the absence of water meters, service charges for electricity tooperate the well shall be shared equally by those owners *t oiou" connected to or are otherwise I"tfif,r-ffifro:n the well' Each o*n.. ituttpay t i, srr*e oithe ope.atir;;;;r";r".ptry upon 7 ' water Metets' owners represenling two (2) or more shares in the well (a ,.Majorityof the ownership') *"y t-.qri.., by writtll- notice-delivei.a i. .[ o*n"r" of ur;rrlr*, in the well,that water meters be installei to -"ur..r" "u"h owner's water consumption. Upon the instaration ofmeters' the Majority-of the ownership may also.equire thai erectricar service charses for theoperation of the we, be shared in proportion to the *etered rrug" C:FRONT DESIVObT@trta\Doc/$/c[ At mt-Ianiru wpd lllllll.lllll llllllltll!! tftlr illilt lt uu ll rilt652s2t o5 / tE / 2oo4 oz, szF -B is'EE- Fblb' n RLSDoRF3 of 5 R 26.00 D o.oo onnriiio bou[rv co g. . Except for costs associated withthe installation of the putp, p,r.pno*e, power source for the well and any other equipment orfacilities necessary roi trre "o*o, ur" of the well, oo o*rr* shall incur any obligation or beresponsible for any costs for repairs, improvements, maintenance or operating expenses in connection ffji,fli,*l until such o*,.rhu, irrvri.uuy connected ,o ir,. w"[ o. i, ott-..*ir" rring water from 9' Rutes and Regulations. A Majority of the ownership may also adopt rules andregulations from time to time ut a*tecessary to govern the operation and use of the we, in anequitabre manner and consistent with the provisions herein contained. 10' No lYarrantv' No warranty or representation, express or implied, is made by virtueof this Agreement with respect to the current condition of tire well, the projected costs of capitallmprovements or with respect to the quality or quantity or*ut.. available from the well. I l ' susp-qnsion of use' No owner shall have the right to use the well or imy waterproduced from the well while in default under *y ortt" i"..* -a conditions of this Agreement 12' Enforcement' The failure of any owner of an interest in the well to comply with theprovisions of this Agreement shall give rise to a cause of action in falor of any other owner aggrievedthereby' for the recovery of dam-ages, injunctive r.li"i;;;;; Fairure of an aggrieved owner toenforce any such rights shall i, ,o Iu.li ue deemed u -uir;;;ithe right to do soln the future. 13 AttTdTu!!!' This Asreelenl maybe amended only upon the agreement of all theowners of an interest in the well, signe*d an! a$19wl"d;;Jilthe manner of a deed and recorded inthe records of the crerk and n .ola".orGarfierd cffi). -^ -' 14' Attomey's Fees' ln the event legal action be taken to enforce the terms of this well*fii$:lh*"Jf;1t- ,*, "ip*i.' shallbe *titr.l t;;cover rrom the other(s) reasonabre l5' Binding Effect' Grantor expressly reserves the right to transfer Grantor,s remainingshares in the werl to separate parties. Th,, ;;;;;Ji.nr,'*.i'rhtn .u.t il;",d;;e_third (r/3)ownership interest or share inthe well u"a r[uil .o"rJiq'uJiiraing upon and inure to the benefitof the parties and their respecrive ;;;;* and assigns. Dated this 17ft of May, Z0O4. [Signatures to follow on next page] GRANTEE: GRANTOR: C:FRONT DESIUOh@htc\Doo/Wdl Agmt-Rrmircawpd - Errrrrrn- ,.(,:Orr* Berneice Obrochta STATE OF COLORADO ) corrNry oF GARFTELD I * *0,,#Lf?::i:"Hf$ffi# #;Ht::*'edged berore me this -trf auy orMay, 2004, by Witness my hand and ofiicial seal. Notai! public STATE OF COLORADO ) cotrNTy oF GARFTELD ) ss' Glbert IH,I;*"ing instrument was acknowledged before me this [Jt* day of May, 2004, by Witness my hand and official seal. My commission expires: uvcffi H o 'ry4.ri'/. 1' Notary puUfic 4 o r mttt nur ntt! ililrr ilil ilm ttt uu rilr ul652327 O5/L8/ZO$4 OZz3z? BISSE PAZT n RLSDORF5 of 5 R 26.00 D O.OO GRRFIELD COUNTY CO E)GIIBIT A ffi::il,?::3.:fl:':Ji.j,'j*:120, rownship 6 South, Range e2 west of the 6ft p M. being more Beginning at a point on the north line of said Section 20 whence the Northeast corner of saidsection 20 bears s 89o37'23" E 122.37 feet; thence s 40o00,53, , E l37.s6feet; thence s 00o35,33,,E 907 '26 feet; thence N g9o43,26,, w l5l7.9g feet; ,rrrrr" N 2roz7,zg, E 356.2lfeet; thence N35"75'26" w 521'46 feet:thence N 33o0720" r. t;ol'.zo feei it"n." s ggo37,z3,,E t423.oofeet tothe Point of Beginning having an area of 35.297 Acres . COLINTY OF GARFIELD STATE OF COLORADO C:FRONT DEsMbrochtr'Doc/ExhibjtA - wcll AamLRuiEz 40 FT. ACCESS & UTIuW EASEMENT ryPmuatar{T SABWY PSCO PARCEL B 1517.98', 9[J09 PG 249 TIEs 89.37',23" E 122.J7' 2t 6 dQ J. d MOUNTATN STATES r&T ry aSEMENT BK 38E Pc t!J s+o.oo'ss"rl [*---,oo,*ro,lll ene lr';f:i,r?'r'il!":,'l:;'Zo, 'ir,E",'!:' 20, rownship 6 south, Ronse e2 tuest or the 6th p.M. beins more ffi ffi p;ggiryigiiy,;13;,;,,."xiriix;:;;,,ni**,. COUNTY OF GARNfl T) srATE oF cotonebo CERTIFICATDN ',iti;;i,g,iW{i'fr;w{*i*i;lr:#itrrr,r:;;::^'i1:u'mmu LEGAL DESCRIPTION !l1^l?*u:li,;;i";;'Ly"?;f;,2i,::f"*Z,,,l[*#9ffi{:::::o?hyentsupon,:l::*:, ^:;y 1il'.d;dt"'ili"l[["ffi Zidffiffiit," yi13",_eic,eii-Zicrossins or o",iiiiij-Lli'oJfr ;fr:;f; I R&C FOUND L,S. tJs7t o R&C TO AE .SEr L5. t3501 8y EAEI.R SPRINES NTiWE srL?, aohorun4773 214 Rd.Silt Colorodo(e7o) E76_2947 A? ANDY PARCEL 2.DWG --* - 5 S9'J2',23" E PARCEL 2 35.30 ACRES :&. trvE &, MruND L EAL%NProlessi?lat fnll Sqnevor (od lJ rlOOJqci c? SJ be ,-\;it\F\ \ Lc N3 h@ \ bs ss; \ bs\T! sn (,q- s)o (d zar)q H-z\5 331 il x Srd-r{ : 'l-{: ):o: m) cu\.\ or.J \uo)lxtl> -/HJkl ril- Y b$ NE Gilbert Ramirez Special Use Permit Application Equestrian Training Center Silt, CO PROPERTY OWNERS ADJACENT TO OR WITHIN 2OO FEET OF SITE Scott W. and Linda S. Brynildson 1831 Railroad Ave. Rifle, CO 81650-3270 Andrzej (Andy) J. Obrochta and Berneice Obrochta 0106 Deer Valley Drive Glenwood Springs, CO 81601 Specialty Restaurants Corp. 8191 E. Kaiser Blvd. Anaheim, CA 92808 Robert J. and Ruth N. Freeark The Freeark Dry Hollow Family Trust 304 Fairbank Rd. Riverside, IL 60546-221 5 MINERAL OWNERS ADJACENT TO OR WITHIN 2OO FEET OF SITE J. Gentry P.O. Box 1300 Rifle, CO 81650-1300 ' I llllil llilt illilt llilil [fit ililil lil l1] ilt m652320 O5/18/2OO4 O2:29? 81588 Ps19 tt ALSDORF1 of 4 n ZL.OO D 15.00 GRRFIELD COUNTY CO WARRANTY DEED n- COaTo Jo (- r-)a<J ANIDRZEJJ' OBROCIilA! akaANDREZJ J. OBROCHTd and BERNEICE OBROCHTA' 0106 DeerValleyDrive, Glenwood Springs, Colorado 81601 ("Grantor"), for Ten Dollars ($10.00i and other good and valuable consideration, in hand paid, does hereby seil.and convey to GILBERT RAMIREZ, 4685 County Road 346, Silt, Colorado 81652 ("Grantee;'), the following described realproperty situate in the county of Garfield, State of colorarlo, to-wit: A tract of land situate in Section 20, Township 6 South, Range 92 West of the 6h P.M. being more particularly described as follows: Begtming at a point on the north line of said Section 20 whence the Northeast Corner of said Section 20 bears s 8go3T'23" 8 122.3'l feet; thence s 40o00'53,, 8 137.56 feet;thence s 00o35'33" E 907.26 feet; thence N g9o43'26', w 1517.9g feet; thenceN 21o27'28" 8 356.21 feet; thence N 3 5o 1 5'26" w 52 l,46 feet; thence N 3 3o07'20"E 307.20 feet; thence S 89o37'23" E 1423.00 feet to the Point of Begirming havingan area of 35.297 Acres . TOGETIIER WITII AND SUBJECT TO a non-exclusive access and utility easement,for use in commonwith Grantorand others, the description of which is attached hereto as Exhibit A and incorporated herein by this reference. RESERVING HOWEVER unto Grantor, for the benefit of those lands in Sections 16, 17,18 and 20, Township 6 South, Range 92 west ofthe 66 P.M., which are currently owned by Grantor,an interest in the access and utility easement described in Deed recorded in BoLk ;1la4 atpage g39 gfthe Garneld County, Colorado records a1d tle following non-exclusive easements, together withthe right to grant and convey non-exclusive righti in and to laid access and utility eascment and non-exclusive easements to additional parties: (a) Al Easement to install, maintain, repair and replace an electrical power line toserve that certain water well described in Well Peimit No. 2z9tz0, issu"d by theColorado State Engineer's Ofiicg Division of Water Resources (,,weil tto. t,,j, saidEasement being 15 feet in width and lying 7.5 feet on each side of the followingdescribed centerline: Beginning at an existing utility pole whence the Northeast Corner of said Section 20bears N 70"34'56- E 1202.44 feet; thence s 66,19,55,,E 4l1.55 feet to the centerof Well No. l. (b) An Easement to install, use, maintain, operatq repair and replace a water line, saidEasemerrt being l5 feet in width and lying i s on'.urh riJ. ort^r,. rolowing a"r.riu.ocenterline: Beginning at a point_ln the easterly line of thar 40 foot access and utility easementdescribed in Book 1404 at nage -s:s of the Garfield county, colorado records,whence the Northeast corner oisaid section 20 bears N 49.3i;30,, E 1554.44 feet;thence N 43o29'12" E 600'99 feet to the point of terminus, said point of terminusbeing the center ofWell No. I. (c) An Easement over all lands within a 30 foot radius of the point of terminus of thewater line easement described in paragraph (b) above, being a point whence theNortheast comer of said section 2o-bears N 54"03'14,, E 952.17 (center of well No.l) to use, operatg maintairL reprace and replr arvaterweli iu-P, pumphouse, waterlines, valves, water distribution system and'facitities -i .iitra electrical power line. (d) An Easement to install, use, maintain, operate, repair and reprace a water line andan electdcal powff line to serve that certain *ut", *rit d.r.riu.a ;n we[ permii No. , ^ 472-9-119 ssued by the colorado State Engineer's office, olririo, of water Resources ./ o t("well No' 2"), said easement being 15 feet in width and lying 7.5 feet on each side 10/ /of the following described centerliri: s,v rrru' ' 'J rssl urr vasr sl d / -t (/t P) I't t G,\ber 1 }arnr rea ql.otb cB. 3qUlol co gtLcS-t, Bd.spn r!: z or 4 R zt.ao D 1s.00 Gn[FiEro'd6Unrv co Begrnning at well No. 2 as existing and in place whence the Northeast comer of saidsection 20 bears N 18"16'45 " g lze.st Let; th; N oooz2,37, E 26.73 feet to apoint on the North line of said Section 20; thence along said North line N ggo37,23,,W 817.55 feet. (e) An Easement over all lands within a 30 foot radius of the point of terminus of thewater rine easement described ,lq*ugruph (d) above, being u poini *ir"rce theNortheast comer of said Section z0bears t i t si I 6'4s,' E 7 zg.;t f; Gil". of wellNo' 2) to use, operatg maintain, replace ard r.pui. a water weil, pump, pumphouse,water lines, valves, water distribution system -iru.ititi., ana retateo "[.i*a power (f) A utility easement being 15 feet in width and lying 7 .5 feet on each side of thefollowing described centerline : Begrnning at an electrical vault :T:liT and in place whence the Norrheast corner ofsaid secrion 20 bears N 70034,56,.,i tzoi.ii[.u'trr.nr. s 64o00,00,, w 3g9.89feet to the point of terminus, said point orterminus being a point on the westerlyboundary line ofthe above described property. ------- FURTI{ER RESER\ING unto Grantor exclusive easements to use, maintain, operatq repairand replace certain irrigation pipelines existrng a1d in pr.*, riir.te in section 20, Township 6 South,Range 92 West of the 6ft P.M., such .ar.r.rrt, being 15 reet in width and lying 7.Sfeet on each sideof the following described centerlines: (a) Beginning at a point on the northerly boundary line of the above describedPropertywhence the Northeast comer of said secionzb bears s ggo37,23" E 639.76feet; thencelons al irrigation pipeline,.irrirg *j'iriptur" s 01"r3,03,,8 r0r3.07feet to a point on the southerty boundary tine-orsaid property; and (b) Beginning at a point on the northerly boundary line of the above describedProperty whence the Northeast corner oi said s.riio, 20 bears s gg"37,23, Et5z7.rz feer; thence arong an iffigation piperine ;;;g and in prace s 47oz4,oy E273'98 feet; thence S 37i51'04"i toi.iqr.";-ri""." S 4g"07,10,, 8 si.t7 feet;thence s 70007'06" E 47.33 feet;thence s js"rol+:, e g5.10 feet; thence S22"50',a6" E 4g.g7 feet; thence s 070rg,5g,,E ialfi feet; to a point on thesoutherly boundary line of said property. Legal descriptions preparerl byHolsan surveying, LLC, Richard L. Holsan, profegsional Land surveyor, L.s. I3501. To HAVE AND To HoLD the same, together with all appurtenances and privileges theretobelonging or in anywise thereto upp.rtJnins uia cr*roi *J,,*r, titre to the same, except andsubject to: U's' Patent reservations and eiceptir;r, ;;;;* 3ng rights-of-way for irrigationditches and pipelines existing a;J;; ;i;*; p.io. ,.r.*uti of oil, gas and other minerals asdescribed in Deeds recorded io"gook iz{-^rpage459,g""k;a0 ut page iag *an""t as+ at page721; easements conveyed to Holy cr*. Bn".gy in instruments recorded l, gooili,g at page 495and Book 1255 atPtge 629;terrns and "onJitio-,i, ,f T;;-r.btorori, and vaurt Agreement recordedin Book 1254 at ragJ :r/a; itr.r, unJ uririry easement recorded in Book l4o4 atpage g3g; right-of-way granted to Mountain states TeleptroneLa Telegraph c;;;*y in instrument recorded in Book388 at PageT; easement granted to iublic sr*"f;o*r'ritrorado in instrumenr recorded inBook 319 atPase a5.{t*t-"n'-gt*ed to color;;iilEr".tri. Association in insrrumentrecorded in Book 487 .at Page 495;*It,.n, granted to the United states of America in instrumentrecorded in Book 610 at Pige 326;J;;:;."orded in nootiio at page 5r7; easements creared incorrection Deeds recordej'in B.;k i;si at rage ga8;J;ook 1587 at page 391; fence rine;llf:ffitii ##f iffil*H:i ;; ;;;;il:#,.xes ror,r," "u?,..,, yeaq not yer C:\wINDOWSUEMP\W-ARRAN_I. WpD - LLUll lrllt lilill liltil il iltrilllt il llffi ilil ilt652320 05/78/2004 0229p 81588 p821 n ALSDORi-3 of 4 R 27.OO O 75.00 GRRFIELD COUNTY Co (All references to Book and Page are to the records of the Garfield county clerk andRecorder). Dated this l7m day of May,2004. Andrzej J. STATE OF COLORADO ) co[rNry oF GARFTELD ] "' The foregoing instrument was acknowredged before me this _!!Iaay of May, 2004, byAndrzej J' obrochta, aka Andrezj J. obrochta, and Berneice obrochta. Witness my hand and official seal. My commission expires: CIWINDoWS\TEMNWARMN-I.WPD f*{.*37 ffi,/t(' aka Andrezj J. Obrochta mv@ - Fo.*.- . /b^-4&- Berneice Obrochta Itililtlliltiltil liltil ilillilm ilililt]ltffi 652320 05/18/2004 O2:29P Bt58E PBzz n RLSDORF4 of 4 R zt.Og D 15.06 GRRFIELO COUNTY CO ExhibitA LEGAL DESCRIPTION ACCESS AND UTILITY EASEMENT An access and utilitv easement situated in sectio-ns 17 and 20, Township 6 south, Range g2 west of:::,ffiy' being +b reet i, *il;il;; r yngzofeet on ...r, .ro. ofthe forrowing described Beginning at a point on the northerly right of way line of county Road No. 315 whence the Quartercorner common to said sections ti uri zo bearisJgJstii:- tr. 1227.zlfeet; thence arong anexisting road N 50o47'36'E 64.84feet; thence N 58o30'161, E 63.6g feet; thence N 66o35,06,, E40'91 feet; thence along a curve to tr,e rigtrt *fth;;;l.,ig,r, ore, 64 fb;;;idius of zt 1.71 feet,a central ang)e of 26057'56', a chord bearing of N 80'04 oix y,a chord rength of 9g.72feet, thences 86026'58" E 45'82 feet; tirence s slzzsj" e zl.Iod.t; tt,.n.. arong icurve to rhe reft with anarc length of 133'g}feet, a radius of 2z2.22feet, a ".rt .r"rg1e of 33.02,32,,, a chord bearing of N78"a0'49u E' a chord length of 132.07 feut, th"n." rvi-i6q;+" E 37.46feet; thence arong a curveto the right with an arc length of 55.00 feei, a radius oigi-lZfeet, a c_entral angle of 32o14,r 1,,, achord bearing of N 77o36'{g'E,a chord length of 54.28[.i tr,.n.. s soJriiffi"-E 43.59 feet;thence s 82o10'34" E, tz.2or..i;trr.or.s 7go56,20,, E 4z.23feet; thences g6o36,26,,E 3g.21feet; thence s 85o04'19" 8 25.s;r."i; trr.n.. utoog u "rr;"io tt, right with an arc rength of 6g.60feet' a radius of l7o.94feet, a ""*.J-g e of 22"ig,'l3o;;, u rto.o bearing of s 73034,30,,E, a chordlengh of 68' 14 feet, thence's 62'a44;'E s.os f.*t; tt.n."'s os"ta,zt ,; E 2g.s4feet; thence S69"55'27u E 14 '69 feet; thence alorg u curve to the Ieft with an arc lenglh of 9r .62 feet, aradius of273'94 feet' a central angle of Z4alfli',a "hi1d b;;;ilft Bzorr,34uE, a chord rength of 90.92feet, thence N 85o3220';9 s^+ o: r."r; ,t.rr" N 87%l;-7;'i zl.llfeet; thence along a curve tothe right with an arc length of t r7.;0 fe;t, a radius of 34g.86f1t, a "lrtrut angte of rgor5,33,,, achord bearing of s g2o58'1 7u E, arrrorJr.ngrh of I tTJi fJJt, tt ro". s ll"io6t,, e sz.+o f..r;thence s 72"16'28" p^ _r..r?.62r."t; tt .*, s"ai%+;io,;i ir. i, feet; thence s 83o00,45, , E 68.21feet; thence S 84o34'33" E g 71*.qihl.. along a ru*rroit. t.t with an arc rength of r3 r.10feet, a radius of 7rg.6r feet, a ""nrrj angte orro;zr,i;,,,;;l"rd bearing of s 89.48,08,, E, a chordlength of i30.92 feet, thence N 8;G,;i E 27.76 fe; il; s 89037'33' ' E 64.82feet; thence s89"17'27" E 107.30 feet; thence s 86"21.'0.1,'E_87.70 fe;;;;;r"" s 87o01,28, ,E 97.26feet;thenceN 88'51'r 8" E 5r.r7 feet; tt rn"" N g:1i::t^r^^l sc ze i"i';',h.n"" N zq.sgssi i ,<.ot r""r,thence N 85'l l'59" E.:z 3g f".,; ii.*" N 8go2r,24u g i"'l\feer; thence arong a curve to theright with an arc rengfr.of 60 qif""t-,'^ird:lr^"f.63- 1o f.;;;;rtrar angre of sq.sr,60,,, a chordbearing of s 63"12'32^.t:,u "n"f lil* oa* r8 feet, rnJ*; s :s.+0,:0,, 8 20 81 feet, thence s4232'3r'E 73.20 feet; thence s qsi.a,qo,,E 3.77d;i;'rh.'poinr ofterminus. County of Garfield State of Colorado C.FRo},IT DEslvobiocftb/Doc/Exhibil A _ rlz-Ol.rpd GILBERT RAfuIIREZ 4685 County Road J46 Silt, CO gt6|2 (970) 625-0357 _ Irome (970) 625-5097 - Fax July 29,2004 To Whomlt May Concern: I hereby acknowredge that Amanda N. Maurer, Attorney At^L-aw, whose address is, p. o.Box 66, 201 _ 14tr Street, s'r. iirq'cr"r**;i;#i lgp,uo, and whose phonellilfi":Il?3li;13jffi ruP;;agento,.ibeharrwithregardstotr,matter Sincerely, H IyPmvEuEtt swzEr PSCO PARCEL B erJoe L9 !2 15t7.9E' NEs 99.J7'23" E 122.37', 6---et LEGAL DESCRIPNON d.o +'q r R&C FOUND L.S. IJ1O\ o R&c ro aE .sE-r LS. tJlot 2t q A tr.gct of lond situotert in eaar;^^ aaporticutortv J;;";;;itZI'i",87"J!"' 2o' Township 6 south, Ronse g2 trest or the 6th p.M. beins more ti**r:i*xffi r:ir*x.wii,ij!,r;:;{;t*'iii";:i 'r?!yr1'rftr[l:;i r '" vtsq ut ')c'ze/ Acres' e er r/ Zr L t42r'0o reet to CERTIFICATION o' soo'_ 600, goo,j" crossins ", orrdiiiij-;;;"p;:; Z?o::il By tr{g#l# yi,ilf,,'t[ ,s 4o'oo,sJ" E p.-,oo,*oo, \l P|PE r," t.S. iori .?f-n;fq EAETA SPilffOS RINCE 8rL7, aoroMDO477J 2t4 Rd. _ Silt Colorodo(9Zo) a76_2s47 _ eELnD L zu.ctttProlessioaal laad Survevor ITIP ANDY PARCEL 2.DWG PARCEL 2 truRW SWfEf PINCEL 2 www. amandamaurer.com AII{ANDA N. MatrnpR, p.C. ArronrvryerLew p.O. Box66 ^?O, - l4,H SrREEr, Sunr 200riLEMryooD SpRlycs, CO gf 602 Trr,npuoNn : g7 o.g 45.4g9 4Fecsrurr,n: 970.948.6 1 I 6 March 13,2006 Ei\.retr,: amanda@amandamaurer. com iii#&,J,Tii,g, 9002 I I l/vno[^rflJru Garfield Counry Building and planning Dept.I08 8th Streer. Suite 201 - - '.-ur'r6 Glenwood Springs. CO gl60l Attn: Fred Jarmin Re: Dear Fred: 8ffi:ilH:#;tJ,fl:SLH::rorCommerciarRecreationFaciriry ..*..r::t"J;tdfiffi,*d two (2) copies of the folrowing supplementar information ror the o Preliminary Drainage Drainage plan, fSDS Engineering, Inc. Report For Equestrian Training Center, Site plan, Grading andDesign plan and ISDS ;;;:iri"ir".pu..a by Hieh counrry o d copy of the Ietter stating the nature and character of the Special Use requested;o The approved Application to Lease Water fromDistrict;the West Divide Water Conservancy ' [ff:';;;l ffLi;t,l.Tl;,fir??.fl*:.:":::::,?, use orthe Ramirez we,, No 2;J,:H;;,,t#:m.51::*yr_$;,;;;;#J,li,xillii,18fl J.:111.*:3;1,':;:.,1,.,J,1,.#l"ffi #:Ii#llffiTl $:Hi.,,*::y::::H"o=i'[r;]lHffi ::lfT:,i"TT,,r:Hi"?lx"*:f ,",:,.11iwater Resources rb, upp;;;i ;;;iii,';1i'il:1fi.'X"'#:ff l: ,n. cororado Division or o Pump test and water quarity resurts from Aqua Tec systems, Inc.; o D.p o Site pran/map in 1" = 200,scare and in r,,:300, scale (2copies encrosed);r copy of the warranty Deed with the Iegar description of the subject property;o Letter previously submitted on August 30, 2[u4,regarding zoningRegurations 5.03;::'.Hr#r,11irff, ;'*;" report conducted b; Hff Affi;:, Engineering on o d copy of the check in the amount of $400.00 that was submitted on August 31,2004. ."or,"}i.i."on as I obtain the the approval of the commerciar weil designation, I wilr forward a Please revie ,lf resarai,s ""y Jh:iTffiH:T,tl-.:!!T.,:,,I:T:i:r*."T*3 i:|;.iHff;;:l,Till.Jll1ffi:1il1:.n'"'previousrv ffi.,,"a *o r *i,iilir.. ," h;;. ,ht, ,JCjpuuri. hearing as Very truly yours, Amanda N. Maurer, p.C. Enclosures cc: Gilbert Ramirez (w/ encrs. except High country info. previousry provided) Fred Jarmin GarCo BIdg. and planning March 13,2006 Page 2 of2 "'' (*r'.^4.-t1 rn* WEBSITE: www. amandamaurer. com AMANDAN. Maunnn, p.C. ArroRNEyarLaw p.O. Box66 2Ol -l4"tH SrBnnr, Surrr 200 Gr,pNwoon SrRrNcs, CO g1602 TtslrpnoNr z 9Z 0.9 45.499 4 Fecsrurlr: 920.948.6 1 t6 April 28, 2005 EIrlaII,: amanda@amandamaurer.com RECETVE APR 2 I 2005 GARFIELD COL,t.i"fy BUILDING & PLANNING G-aIfigJd County Building and planning Dept. I08 8'n StreeL. Suite 201 Glenwood Springs, CO 81601 Attn: Fred Jarmin Re: Dear Fred: Special Use Permit Application Ramirez, Silt, Colorado for Commercial Recreation Facility - Gilbert I provide the following supplemental information for the referenced SUp application: o Site plan/map in 1":200' scale and in 1,,:300, scale (2 copies enclosed); ' The original application referenced one tract of vacant land consisting of 35.2g7 acres.Mr' Ramirez actually owns one_ tract consisting of 35.30 acres (depicied as parcel 2 onsite plan) and a second tract to the south consisi=ing of 35.08 u"... lpur"el 3 on site plan).Both parcels will be utilized in constructing this ralitity. o Mr' Ramirez intends to construct a 36 stall equestrian barn, a barn for hay and otherstorage, 36 spaces for truck/trailer parking, 200 visitor purt irg spaces, bleachers forspectators, a restroom facility and the straight track depicted on the enclosed site plan. o I previously referenced the well permitted as no.229ll9 and depicted on the site plan asthe proposed water source. We are in the process of obtaining a West Divide WaterConservancy District water contract for 2 acie feet of replacemen't water and designatingthis well as commercial with the Colorado Division of ilater Resources. ^ I am waiting to hear from you regarding the outcome of your meeting with Burt Gartlettsfrom Garfield County Road and Bridge. You indicated that you wanted to receive this additional I am waiting to-hear from you regarding the outcome of your meeting with Burt Gartrettsfrom Garfield countv 1"10 * uin;; You iidica"d;;; you wanted to rJceive this additionari:frffi:l'"' prior to issuing ';;i;* statement regarding road improvements thar may be As soon as I obtain the west Divide contract and the approval of the commerciar werldesignation' I will forward "g;i"; ;;Ju. t ha,re .orfi.m.d that this properry is within the westDivide water project uttu' u'd do not anticip". *v p."ii"., i, obtaining augmentation water. Please review our application, together with this supplemental information, and contactme regarding any other infoimation we need to provide. Very truly yours, Amanda N. Maurer, p.C. Enclosures cc: Gilbert Ramirez (w/ enclosures) manda N. Maurer - By' Eurul: amanda@amandamaur.er. com Wnsstrr: www. amandamaurer. com AMANDAN. MaunER, p.C. ATToRNEYATLAw ,0I _ I4J;?.:;;,urur,rr rmGLENwooD SrBrNGs, CO g1602 TbLrpnoue : 97 o.9 45.499 4 FACSTMTLE: 970.945.61 f 6 November 12,2004 Garfield Countv Building and planning Dept.108 8th Srreer, Suite 201 - -*'-""6 Glenwood Springs, CO gl60l Attn: Fred Jarmin Re: ffi::l H",".ff Lfl:ELTj;:: ror commerciar Recreation Faciriry Dsar Fred: ' r I am in receipt of your lelter of october 22. 2[!4regarcring the referenced Speciar usePermit Application and am in tr'"fro"".r.of gathering tr," uaaitioruj irrio.iririor..qu.sted. peryourrequest in paragraph l'^the applicant will proviie *o." detailed hrormatron regarding theproposed size and location of the urir"iput.a ;r.;;;;rr, ,o the properry. Per your request in.paragraph 2. I.enclose a copy of the conditions of Appro,,,al fbr wellPermit N, 229119 and "iil roi*'lJropi". of the *.ii.onr,ruction informatiorr and Sraremenrof Be:ref;:iar Use c.cs I cbtair Lho;e,tccurrr.rr, n"n, rir3.o1.,;rr9ril;;:J.,: cff;cc. ,^,s ii,ji;can see' the well Y1s, approved for up to three residentiar awettings,"l'i'r-"'rto.t watering alldlimited irrigation' . Gilbert nu.ir.J puichased.thi, pr"p*v with the intent to use it as a smarlfbrm or ranch and only' unti.,put.l lnritrrrg th. il;;;-to the property on occasion to watchequestrian training events' I have revieweitrr. c'rrn.ri county Zoning regurations for ARRDproperty again and would like you to consider *t.t1,". ,re should urr.-ra iu. SIJp appricationliom 'a request for a commercial recreational faciht; ,o u ,"qr"st for pubtic gathering,; ort ec'reatiortctt s4tport fitc'itit1'ttnder zorin;'il;r;1ffi;'3Ji"; i.d;;. 'ili."rilrrirez.s requestecrItse does no1 require potable water *rr", ,[un *rr"t ,roJa ,y3u.ry u. p.,.,rlir.i'u,r.i.. the existi,gwei{'permit' The property will not be used u. u.o*-"r.ii ruifi,, the_r,ajoritr.of the time, and.as stated in the SUP application' Mr- Ramir., ptu^ io ;;;^g in ponabre toirets ro accommoclarethe public on the timitea otturio^ irru,',rr. pubiic;;rii.,rruir"a to rhe properry. Mr. Rarrirezhas sp.ken to an incli,iclual l,, d"r"*a" Springs trrrirr"r"u.en.grantecl appiovar for use of hispropeftl' for equestrian training tutt. ,rirg onry-u *rra.ri"r u,eil and bringing in portabre toiretsfor the occasions that the p*,-ri. ",= i""ir".o ;;.;;;il; r rcarizec;il;r?" Springs z.ning :""*::ifo]T:..fr9m Galfield County,s, but please let ::?J,T:i::', ff ':1i:::i.l:'h. ce+;* i;ft .;*iJ should amend our application. considered the alternative special ur..outlined above, me know whether gathering additional may be useflul to you. On.. yo, nuu.please call me to discuss whlther we . Finally' with respect to your request in paragraph 3 of your octo ber 22,rd letter, anrmprovement survey, uscs map and'urr.rro..',,ii^;... submitted with our appricationportraying the boundaries of the ptop"ay,and all "xisting structures and roadways within onemile' The applicant will submit iiair,or"r irror-uiion'flrtuiri.,g to proposed structures and adriveway or highway access permit for expanded use of the road. Thank you for should amend thc speci Enclosure Gilbert Ramirez ur assistance use requested in this matter. please contact me to discuss whether wein this application. Very truly yours, Amanda N. Maurer, p.C. "r, Form.No. OFFICE GWs_25 gOLORAD- BiB CantennirTBi<t-i. (303) 866.358t AFPLIF.AtrT 5454 COUNTY ROAD stLT, co 61852- (e70) E7s-2s24 S i,.!-q1arE ENGTNEER ,'O ! B [HLsJg,LoJ HATH h es o u n c Es 114 Sacilon 20 Range 82 W Skth p.M. Section Line Section Lins WELL PERMIT NUMBER 22g11g DlV. E WD45 DEs. BASIN --T'oT- COUNTY DISTANCES F] 0 Ft. fmm 0 Ft. from 1) This well shall b,e used in such cloee not assure the appisant water n:ght from seeking relief2) TheconEtructisn of thig well of a variance has been Contractors in ascorda;Ee3) Approved puEuantto CRS BZ. portion of he NE 1/4, NE 1i4 Garfield Coqnty, mor6 Ranch. 4l The uee of ground water from firee (3) eingle famity dr,rreilinge, irrigation of not more than one ($) The maxjmum pumping rate of6) The return flowfrom the uee qf non-evaporatvs typs where the7) Fureuantto Rule 6.2.3 of the localion on work reports accurate to 200 feet of the RanS", anddid,;;;; NOTE: parcBlldentfication NOTEi Ass66eorTax ber(prN);2s-217s-20.t_00_st0 ,k U- *__ well rfiust be hrough an lndlvldual wEst€ water dlEpoEal syst€m of theier is retumed tro the eame etream ayetem i, *ii"i[f,**ell is located. ter well constustion Rules, the well construction contactor shall submit the aE-buill well[:*i: ,hr.l*:lf^o,fnj,:_ry:ji";r th" ;l r,. ,",*u,"d rocatisn must balocarion, Th. toca,on tnformauon muet Indui. €*;;#;11:,3ffi:iltlrT,;: ,1,1T;11,1 -":: j"-y:i pu ru_uant ro u,i o,*Li "iwaie r R eao u rces, s uidetin 6s Number: 242114 t ef7 f d. opr? oF THls PERMIT DoEs rlror c61ffi GOHDITIONS OF APPROVAL ) acre of home garctens and lawns. well shafl not excaed lE GpM. I wEy aB to cau6e no "*"ylllrry to exrBting water righb. Ths rsEuanc€ of this parmit "JJrl,,lir,fi*occur to another veeted *"t"Light orir"ouae aninli J,nrui'i " r.o"o lll be in compliance wnh se wahr w6r consbucton Ruree 2 ccR 402-2, unrees approval P#T:. Board of Emminers of Water W"rr coi"rraion and pump tnBra*EUon ouz(J)tDX,xA) as the onv we, on a tract of rand of 35.376 acre6 described aE that H;llL I 5 #j #*15"'j1II" "j,*::,11,_yoi u s o rrrh, R n g. e2 weet, 6th p. M,,dercribed on rhe atrached oniuit e. ru,** ilffi[ ;_ d;1, Xil;]lrl,ft*1T; !ye[ is timited to ,lre protec,lion, ordinary houaehold purposes inside not mofe thane u/atering of pourtry, domertic animars and rrvestoi[ on a f.rm or ranch End the Lot tBtock nlt@ Form No. GWS-25 APPLICANT OFFICE OF T GQLORADO I61U Centennial Bldg., 13 (303) 866-35S1 GILBERT RAMIREZ C/O AMANDA MAURER PO BOX 66 GLENWOOD SPRINGS, (970) 945-4994 r.{tarE ENcTNEER O lry! fi !P.lY g [W"#IHB,F =' o u R c E s EXST %NGARFIELD COUNTYNE 114 NE 114 Section 20Township 6 S Range 92 W Sixtn p nll ?ISTANCES FROM SECT ES564 Ft. from North Section Line742 Ft. from East Section Line Faclina' 81602- \N EXTSTING WF APPROVED DMW Receipt No. 9502290 I ISSUAN I I I ,l This welt shall be used in such a way I no injury wilt occur to another vestej r I Zl The construction of this welt shall be ir I been granted by the State Board of Er I Sl Approved pursuant to CRS 37_90_137r I :g"ditgn rhat the welt shail be operate I State Engineer, is in effect, and when i I the release of replacement water from I #060101cR(a). I Ol Approved as a well on a tract of land or J West, 6th p.M., Garfield County, more I u) lpp::i:g1"1 the insrailation of a pump no. 229119 (canceled). tssuance of thi6) The use of ground water from this well ihead of stock. This well shall NOT be rthe water allotment contract or a plan fc7) The pumping rate of this well shall not e8) The average annual amount of ground v9) This well shall be located not more thancompleted in the same aquifer, that is nr10) The owner shall mark the well in a consl appropriate. The owner shall take necei11) A totalizing flow meter must be installed maintained by the well owner (recorded i NOTICE: This permit has been approvec one (1) acre_foot, being consumptive usethe issuance of this permit, Oy Rling a wriAdministrative procedures Act. (See SecNOTE: parcel ldentification Number (lNOTE: Assessor Tax Schedule Numb State Engineer THIS PERMIT DOES NOT CONFEilMF CONDITIONS OF APPROVAL )E OF )r: R006619 t\onntng: - RIGHT ts to cause no material injury to existing water rights. The issuance of this permit does not ensure that'ater right or preclude another owner of a vested-water right from seeking relief in a civil court action.compliance with the Water well construction Rules 2 ccR 402-2,unress approvar of a variance hasaminers of water well construction and prrp rr.Lilltion contractors in ac6rdance with Rure 18.2) for the construction of a wgll, appropriating ground water tributary to the cororado River, on theI onty when the West Divioewatei c;."d;i6;;,i"i:.:yo*,lyi: *ri"rilrr,, otan, approved by thewater allotment contract between the welr "*.ir.ri'in" west Divide w.t"il:oi."rancy District foriuedi Reservoir is in effect, or under rn ,ppror"j iirr-,'for rrgr"ntation. wDWcD contract ,:ffi::ilr1""'"",f.T;',lii:?;:i"S"jjmi: ," orthe NE 1/4, sec. 20,rwp.6 south, Rns. e2 ';#fl:,ffi"Jf,f;;'i'#,,X11'##lt"* on Aprir 1s,2oo1,ro a depth or 4e reet, under permit t limited to drinking and sanitary facilities for a commerciar business and the watering of forty (40)sed for irrigation' dust suppression or any "tn"i rri.ii" uses. Ail use of this weiiwirr be curtaired unress'augmentation is in effect. This weil is r<iown as Caiiez Wett no. Z.(ceed 50 GpM. ater to be appropriated sha, not exceed 2.157 acre-toot (702,g5g garons). ?'"11"""j filgJ;ffifi specified on this permit and at reast 600 reet rrom any existing wer, icuous prace with we, permit.number(s), name of the aquifer, and court case number(s) assary means and precautions to preserve tnese maffis. >n this well and maintained il ggoo working order. perlnanent records of alr divers,- it least annually) and submitted to tn" oiuirl* inginJ", ,pon request. ;ions must be Ifor the annual diversion as noted above. The originat application identified the annual diversion as INor total diversion. which was amended. you aie heieby notified th"1 y;;;;;he right ro appear Iten request with this office within sixtv too) d;;f d;;",e of issuance, pursuant ro the Stare Iion244-104 through 106, C.R.S.) ' --';- "'- '1N):23-2179-201-OO-664 Z- ^- .L-- |ct3,/a64aa6 _ zY, zz , l,--fuLa.no*-- 07_2007 WELL PERMIT NUMBER 63980 .T Form GWS-45 (0212005) GENERAL PURPOSE Water Well Permit App Review instructions on reverse side The form must be completed in black to completing form. 1. Applicant lnformation Gilbert Ramirez c/o Amanda N. Maurer, P.C address Glenwood Springs 6_._uss_Q!w_e_l!(.q.lte_q!i_epp_!!eag]9!_o1e q)_ Attach a detailed description of uses applied for. E lndustrial E Ottrer (describe): E Municipal D lrrigation El Commercial 44'6" 'ss1 i Mamm Creek 2. Type Of Application (check ! Construct new well ! Replace existing well ! Change source (aquifer) E other: tr a n 8. Land On Which Ground Water Will Be Used Legal Description (may be provided as an altachmenq: Seg EXHIBIT A fl1,y.:99 IoI 9"19p itl99l9t, 3lliglt 1 _s"ulgg Tep_!Iq!:l9y!,i[rsgted area )A. #Acres i B. o;;;---------35.376 j Oitnert Ramirez --- **......i_...*_..*t C. -- L"t *v rin-* *rr. * *rt;;6;;; ;;;;; 3. Refer To (if applicable) case # 564 Ft.rromffiNDS ;ii taarlsi iii lppiitar,iei ' oitio"il, -opS;;ir roc;iffi fiG;;iffi il uiM You must check GPS unit for required settings as Formal musl be IJTM El Zone 12 or ! Zone 1 3 Unils must b€ Meters Oatum must be NAD83 Unit must be set to true north Was GPS unit checked for above? D yES Fr. from [l E D W set Datum to NAD83 9. Proposed Well Driller License #(optional): 10. Signature Of Applicant(s) Or making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104 (1 3)(a). I have read the statements herein, know the contents Ary,rA'vDR N, Jv\ftqF,€Rl &t-roep€r{ FoB AlPLlcAr/ Dtv_ wD_ BA_ MD _ 5. Parcel On Which WellWill Be A. Legal Description (may be provided as an See EXHIBIT A D. Wll this be the only wett on this parcet? XIYES E. State Parcel lD# (optional): (if no - list other wells) Office Use OnlyJLORADO DIVISION OF WATER JEPARTMENT OF NATURAL 1313 SHERMAN ST., RM 818, RCES R, CO 80203 phone - info: (303) 866-3587 main:866-3581 fax: (303) 866-3589 h DIAIE co zrp cod6 81602 7. Well Data (proposed)I erepnone F (970) 9454994 Marmum Pumptng rate 50 spm Annuat amount lo Do wttnoriln 1 acre-feetlicable boxes) se existing well hange or increase use eapplication (expired permit) vvel Permlt tr 229119 vvalet nla 3reo 6asrn uelermlnauon # nla vveil na nla eor# 4. Location Of Proposed Well uounry Garfield NE 1l4 of tha NE 1t4 beclon j townshrp NorS 20 16 DA Kange 92 E or vv i rflnctpat Meflotantrx l6'nPM feet well lo new well directio nat lows:SigAere (Must be or4gnal signature) 1-/,*_Vf.yy)o-.,^.,.1..-lo,' Easti Nortl Remr rQ Office Use Only USGS map namB UWR map no. I Surface elev |cated nent):Receipt area only lamirez EXHIBIT A A tract of land situate in Section 20, Township 6 South, Range 92 west of the 6,h p.M. y described as follows:being more particul Beginning at a point the north line of said Section 20 whence the Northeast comer of 21o27',28- 8356.21 ; thence N 35'15'26'W 521.46 feet;thence N 33o07,20,, E307.20 feet; thence S said Section 20 bears thence S 00o35'33" E of approximately 35.3 COLTNTY OF GARFI STATE OF COLORA 89"37'23" E 122.37 feet; thence S 40.00,53,,E 137.56 feet; 07.26 feet; thence N 89.43,26,, W l5l7 .9g feet; thence N "9o37'23" E 1423.00 feet to the point of Beginning having an area Acres. Page I of I O u)ut Pcrrnit No. A Nqarcst r"Or-ll a4rtl b\s\aftLe- bdCI (-ft .a211 l? t A-rarr's[ u)q-tl is 1 ? \q.U $+' ursuant to C.R.S. 63 rn ducted tn ;:"':iJ" 9 - 1:7' research was 3sources onli,.,o nr^]l1do Division of wateriillii 1 l,: rvrupping " ;; ;;;"", #.?;[rocared within 600 f(t9..fhe hpor^^. of well number ; ill rn.,.u..,t ;ff;.il#"iffii:; It ---1^_^--^l /1roDr IDr l/aoo1.)11A.711 :_._ r: it' .-' ."i .. t rr'. #i;.i'"';. .:.!L .\ :'i f't*t* i\ :.,.' 1I 'i :-.,'.$WW 6.os e2.aw-S 1l i 1-,-. . Ramriez: is y.our approved contactplease "qpe.iully nrTte paragraph 2 ,l.1Hfr-"*,91;Lf#ilfj#: contact careturrv irvou have not arready done so, but t Llil,sr?mm tgg_ry s ER vA f s c-y tr rs rR rc r,...*##rtffi,;;#,';},Fff ft :lhi"#lffi,$,;ilff H"ilil:H,f#FTlBs,,#ffiffffi ;r; :ffi a:r:Tffi r,:H*ffi ffi *uf $1H:ijitf;:TJfi ,ffi :tiT::,j[ lvrde and has recentlv,ry**ffiix1*i#fl*ff$}3ifx[ffi:;i:rffi[#:iH:.* *o v,* "rr"o" #rro ari "ffirLr"#*ice Area and be I"}".j- j : =*nef k, Secrerary Ianuary2,20A6 Gilbert 827 Rai Hflq c .venue i650 IlTlDivid: obrains iB augmen& r emporary Substr.tute Suppty plr"- conservancy disbicts andWlrt Oi Y*l poL-cy relating to endanse .?f-**."T6"*",il&-iJfr;"I ff g,:Tphjc area served uv wE t ]11"I_rTr*"*I'i-.r;J,;:I: T"ther adjustrrent to thesubject t" .urAifil,"nt by the State Samsie! B. Fotter, _W"* OlrtUe continues to make good_ tg:pf the water suppty anticipatr '#;ffi:*m,ff3"'::'-* lons-term suppries in an effort to make reriabre andArea A servise or; yr. west Divide aso tontiou". to-*I; ;;o_faith efforrs torntact. For most years, we expect ro b"-r-,ia""rsful in these -a11?- i* ",rirarg i!'#'#'i.H;';ertorts. This water allotment rd,rd;;;;;"fi",il"??Iili,"1i: il::x,:?T,"J#,fiT1*11ff Jffi:1ffifl :,"ffi ,?:::,:*,werris -X!*f Couey, VIce FresldesitLaVerateTreastrrerBruce g- Ar**tpfer,-g;rest+r AmandaN. Mauea Esq. w/enclosure L/--- :.P S-I have enc.losed a refirnd denclosure in f&e amountof g2l0 for over payment r }*:j_j: *lteria, secretary o Gilbert Rarnirez Ja.nuary 2,2006 Page2 Non-comptiance with measuriwith West Divide. This could I and reporting reguirements are grounds for canceration of vour uutt in action bv the State Enginez;il;ril ;;;;;;;;ffiil1T:;,j;fr::,J3;:-"Sincerely yours, i\ )+441-t*vlanetMaddock Enclosure trAact (ic-tL Division No. 5 Water f"r.y D. Sunaeen, it $am*el $. Fet{er. E{e3!y Ccuey, ti-*ce Freeid*srtL*Henoe Treasurer Eruce E. Wampler, *ireetor Current January 2004 tr INDUSTRIAL Description of use: f MUNICIPAL Description ofuse: I. SOURCE OF WATER Jtructure: Well o TER FROM 81650 vacant lots: Township Range f.incip. Meffin- APPIICATION TO LEASEyPlr DrvrDE wArER cc109 West Fourth Street, p. O. Bo I.APPLICANfl InJ\GoRMATio{v Glenwood Springs, CO gl 3. USE OFWATER ,RVANCY DISTRICT 1478, Rifle, Colorado g1650 Conrract #060t0lGR(a) Map # 536 Date Activated l/l/06 _ r . Fax: (970) 625_2796 r erephone: (970) 625_5461 LrT:' Gitberr Ramirez x?:|;ff.1**' ffi *,.T#e, Rine, Authorized agent: Arnanda N. Maurer Arnanda N. Maurer, p,C.p.O. Box 66 5 toCATIoTorTiRmFUnE NE NE County 20 Quarter/quarler- Quaner 6th 6S 92W 2. COURT CASE #'s: Decree Case No. N/.Augmentation plan Case No. N/A ?j:rT.: of weil from secrion Iinesi6a Ft. from N tine and zai Fi. iiom E tine. Elevation: 5640 ft. Well location address: n/a (Attach additional pages for multiple srructures) 6. LANDON WHIC]&"c;i;;;;;;;*i:iT::,y"rr*:::::l_,,,, See Exhibit A attached Number of acres in tract: 3i.3 acres Inchtsion irtlo the Districf, nt Altplicanf ,s expense, ma.y be required. 3TYP.E OFsEwAGE sYsrEM ffiilT#yi,l;rprion reach fietd f]cenrrat sysrcm E other 8. VOLUMEoFLf,AsEDYATERNEEDED INACRE FEET: Iacre foot (minimum of I acre foot) ?:;l:::,i:;tr:;f,x:': to support votun,e of H'oter resuested. ooa",*o,:,pii";;f,":,,,:r:w;::;:ers-mastprovittediversion :;i'f:#r,{;:"fr ::';:::;;,:;,r,:readoutisresuire,uobeinst,,ile,t f,;r*"trriririrrtriir,*.r,,,,' ". Amanda N. Maurer, p.C. ,x Attorney for Applicant Application Date: November I0, 200j Pletls q eg orou { ,\'\ uu eIto.\,r - ll/ell Sharing Agreancnf for ntulilple owner wrg.realer lhon three onneri, applicotion must bett onrcow rrers ossociation. rlii{t3,ls,ilJ,:H1;:5#}[.';r,TtDescrip rion o r u.r, ei u.rorl; d;'"Tlru:nll', E other sq.ft. nust be submiiled. If,de under a )EA ofErdto,r" water withdrawn Crrpr.rU Description ofany use. othr rate ora i versl o;: ffi il;Ti, *il:.r"JlJ:,1#:;trom the pond: _ itructure Narnc: Well No. 2)ource: Esurfacc Estorage ]urrent permir # 22gl19 I Oil".r nu,"ping, i.ii,-uto.y, -ocation: HI,":1,l'.:ilT,t1fi i:..-iffff :liii.Jff IU Subdivision: No. constructed units: .: :oT. garden/lawn irrigation of Y"ll"d of irrigation: o ;?"j'ij.o;"r,". aLJ Non-commercial animalU Fire Protection watering of - Beginning at a point on the north line of said section 20 whence the Northeast corner ofsaid Section 20 A hact of land si being more partic thence S 00o35'33" 21"27',29" 8356.21 307.20 feet; thence of approximately 3 COUNTY OF LD STATE OF COLO EXHIBIT A in Section 20, Township 6 South, Range 92 West of the 6,h p.M. y described as follows: S 89"37'23" E 122.37 feet; thence S 40"00,53,, E 137.56 feet; 907 .26 feet; thence N 89"43,26,, W l5 ll .9g feet; thence N ; thence N 35"15'26- W 521.46 feet;thence N 33o07,20,'E 89"37'23" E 1423.00 feet to the point of Beginning having an area i Acres. zof m o oo 3!, CL { !EEqtrHFEIiEdE3= oolsoos3 i$$Fsl='ooY,3'9 E tr-O @,F'!9. 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''.'. .'.. ..1 .?.: ' ,' -:tf .,,rl i=-a , '.,', {,l I'l Current lanuary2004 Nanre of Applicant: Gilbert Ramirez Quantity of Water in Acre Feet: I acre Applicanr, hereby organized pursuant to and existing by contract to beneficially and perpefually Contract and the attached Application, divert wateq which will be supp understood by Applicant that no right to Quantitl,: W of diversion from the District,s direct Colorado State Engiueer during periods up to said quantity in acre feet peryear of direct flow, storage or otherwise, to the A and legal availability of water flom Applicant fully complies with all of the Dishict's decrees may be in the name of right to the Applicant may be dependent on determines it requires less water than the allotted under this Contract shall be water years only. for the following beneficial use or uses: Alsbury Reservoir and except to the extent th of Contract No. 2_07_70_WO547 between Contract #06010tGR(a) Map # 536 Date Activated l/1/06 DIVIDE WATER CONSERVANCY DISTRICTWATER ALLOTMENT CoNiiidi. ies to the West Divide Wa ,-H::"::::;,-,:::,'*;*il"'j,Xli::J::1i::ilil**;:::J::::::"ur ,, ror an allotmenlse water or wat"r rights owned' leased, or hereafter acquired by the District. By execution of thispplicant hereby agrees to the following terms and conditions: ; Applicant shall own water rights at the point of diversion herein lawfully entitling Appricant to ."1"J.T::::,y.::::l::"d herein. rf Appricant intends to divert through a we,, ir musr beexists untit a vatid welt permit is obtained from the "r"*;;;;;"";il; I#:::: ter applied for by the Applicant in the amount set forth above shail be diverted at Applicant,s pointwater rights, and when water is unavailable for dive ren said direct flow w,rar r;^L{ :^ _ _ . rston pursuant to administration by thesaid direct flow water right is not in prioritv, ,n. o,r;;;;ffi" Jr;.:::3fi,,*r, ;,ffi:"J::::.;:,,::::11the District. ft is understood that any quantity alotted fromicant by the Disrrict wirr be rimited by the priority ".,n";;;;;;";":Jffi;;lTH:;sources' Any quantity arotted wi, onry be provided so rong as water is availabre and the :;"#::::::::':::--* T. District and the Appricant recognize thar some ofthecolorado River water conservation Distric! and the "r;;;;;::;1"lrl::ffi[I :,r,"#::::::,1T::,1,*. water conservarion District. rf ar any time the Appricantount herein provided, Applicant may so notify,n" o,ro,.r , *;;,;;'*;"il,oiffi,".permanently in accordance with such notice. Rates sha, be adjusted accordingiy in forowing ""-""'t ur oenerlclal Use: Any and all water allotted Applicant by the District shalt be used *-;I:::::*, rellea uses, or commerciat (except for commerciat use fromcrat use fiomrt Ruedi Reservoir water may not be avairabre for commercial as that term is defined on page 5united states and the west Divide water conservancy District). Appricant,s beneficiar use ofough facirities or upon rand owned, reased, operated, or under Appricant,s contror. any and all water allotted shall be within or Mountain Reservoir, Alsbury delivered to the Applicant at the or delivery ofwater at such outlet or from Ruedi Reservoir or Green Reclamation. Releases from other releases therefrom. Furthermore, the that may be built or controlled by the impaired by said action. Any quantity (October l), shall revert to the water such water. Water service diversion of the District,s applicable greater amount at new or altemate poin conveyance losses between the original Water service provided pursuant to Agreements wifh District, daled January 25, 2001, is Memorandum of Understanding Reception No. 5g4g40, Garfield County and Recorder's Office. water rights or storage water may be is the exclusive responsibility of judicial approval of said altemate point acknowledges and agrees that jt shall be rights contemplated herein, and further responsible for providing works and Applicantb intended beneficial use. Applicant shall make annual payments to In the event the institute legal proceedings for the approval hereunder, the Applicant shall give the Di augmentation plan to utilize the water any event, the District shall have the right ro L'eriverv: Exchange rereases made by the District out of storage from Ruedi Reservoir, Greenr' or other works or facilities of the District, or from other sources avairabre to the District, sha, be ..r"r""t ";.i::::::::::_:l::::::T-,:nc1orlre Distric's totar obrigation. Derivery of water by rhe DistrictLin Reservoir shall be subject to the District's lease contracts with the united states Bureau of ff:il::::::::::::::' ::,*ol':'to the contracts, raws, rures, and regurations govemingJ SuvEt ulllghereby expressly reserves the right to store water and to make exchange releases from structuresin the fufure, so rong as the water service to the Appricant pursuant to this agreement, is not;:;ffi;":,' 'plies of the District' Such reversion shall not entitle Applicant to any refund of payment made for by the District shall be limited to the amount of water avairabre in priority at the originar point of ff::::",T::,::_:::"1:no.,no.: entitred to uririze the District,s decrees, may carr on any ;;;;";oint and any alternate point, and such estimate shall be deducted from this amount in each case. by the District for properties located within the Bluestone and Silt water conservancy Districts is *'[:_ff:I':T":Tr,1L*:*r,*t between rhe Disrricr and the sirt water conservancyled as Reception No. 57569r, Garfierd county crerk and Recorder,s offi"". T;" ;r*ilffi; l:::i::'::::,,T r]:"*e water conservancy Distric! dated Aprir 26,2oot,is recorded as intends to appry for an arternate point ofdiversion and to deverop an augmentation plan and'such augmentation pran to arow the Appricant b utirize the water arotted to Appticantt written notice of such intent. In the event the Appricant deverops and adjudicates its ownhereunder, Appricant sha, not be obrigated to pay any amount under paragraph I 9 berow. Inrrove or disapprove the Appricant's augmentation pran and the Appricant shail provide theand other papers fired with the water court in the adjudication thereof. Diskict copies of such ptan and of all nentationt Decrees for alternate points of diversion of the District,s the water service contemplated hereunder. Obtaining such decree in order for Applicant to The District reserves the to review and approve any conditions which rnay be attached toas contemplated to serve Applicant's facilities or lands. Applicantresponsible for the and legal engineering costs necessary for any changes in waterto indemnify the District any costs or losses related thereto. Applicant is solelynecessary to obtain/divert waters at said alternare point of diversion and deliver them toof the amount of water arry ranstemed to the Applicant,s point of diversion, the of water allotted under this Contract. District based upon the 6. Directors of the Dishict from time to Annual payment initial annual payment shall be made Said notice will advise the Applicant, which is applicable to that year. Annual payments annual payment is not made by the due mail, return receipt requested, to the or Application. Waler use for any part as to prevent the District from the prior written consent of the District,s and must comply with, such requirements Contract obligations by assignees and to the District for individual and separate and filing of proper forms for assignment In the event the water a subsequently be subdivided or held in than three separate owners all of whom association, water district, water and Colorado, and then, only if such parties, rent: Non-refundabre, one time administrative charge, in tJre amount determined by the Board ofshall be submitted with the application for consideration by the District. tlte water service described herein shall be determined by the Board of Directors of the District. Thefull' within thi4y (30) days after the date of notice to the Appricant that the initiar payment is due.other things, of the water delivery year to which the initiar payment sha, appry and the price each year thereafter sha, be due and payabre by the Appricant on or before each January l . If anlate a flat $50 late fee will be assessed. Final written notice prior to canceration wiil be sent certified)licant at such address as may be designated by the Applicant in writing or set forth in this contractf a water year shall require payment for the entire water year. Nothing herein shall be construed soannual rate in its sole discretion for future years only. If payment is not within fifteen (15) days after the date of said written notice, Applicant shall at District,s sole option'this contract without further notice, and delivery may be immediately curtailed. The allotment of have no fi.rmher right, title or interest water, as herein made, rnay be leased' or otherwise disposed of at the discretion of the Board of Directors of the District. Upon cancellation of is water allotment contract with the District, the District shall notift the Division of waterc Springs' The Division of water Resources may then order cessation of a, water use. Resources offices in Denver and G the allotment of water rights hereunder, Applicant agrees to defray any expenses incurred by the District in connection with with any water rights and adjudication but not rimited to, reimbursement of regar and engineering costs incurred iin connectionto allow Applicant,s use of such allotted water rights. 8. Assimment:contract sharr not inure to the benefit ofthe heirs, successors or assigns of Appricant, withoutof Directors. Any assignment of Applicant,s rights under this contract shail be subject to,the District may hereafter adopt regarding assignment of contract rights and the assumption ofsors' Nothing herein sharr prevent successors to a portion of Appricant,s property fiom appryingment contracts' No assignmcnt shau be recognized by the District except upon comptetionchange ofownership. 'd pursuant to this contract is to be used for the benefit of rand which is now or wi,ownership, the Applicant may onry assign the Appricanfs rights hereunder to: l) No morebe party to a weil sharing agreement satisfactory to the District; or 2) A homeowners 'n district or other special dishict properly organized and existing under the raws ofthe State oftion or special district establishes to the satisfaction ofthe District that it has the abirity andunder this contract. In no event sha, the owner ofa portion, but ress than a,, ofthe authority to perform the Applicant,s obli Applicant's property to be served agreement or through a homeowners contract have any rights hereunder, except as such rights may exist pursuant to a we, sharingtion or special district as provided above. Upon the sale of real property to which this contract pertains, Applicant shall make buyer aware of this contract and: of ownership must be completed. proper forms for assignment and 9. and regulations ofthe Board of ;*#ffi;il-l IVrinro-^-^^ r .-- - :::1,:::j11,1_o:o:,ro by.the provisions of rhe water conservancy Act of cotorado; by the rutes 10. with the District under tenns and cond Applicant shall enter into an ,,Operation and Maintenance Agreement,, determines in its sole discretion that determined by the board of Directors of the District, if and when, the Board of said District additional annual monetary an agreement is required' Said agreement may contain, but shall not be limited to, provisions forfor extension of District derivery seryices and for additionar administration, operation, andmaintenance costs; or for other costs the District which rrray arise through se.ices made avairabre to the Appricant. h thereon or any tease or sarc of the water or water rights herein, other than as permitted ina material breach of this agreement. legal fee title interest in or to any water Title: It is derstood and agreed that nothing herein shall be interpreted to give the Applicant any equitabte orwater rights referred to herein. change in use of the water allotted hereunder without the prior wriften documents subrnitted to the District at Applicant. Any use other than as set paragraph 8 above, shall be deemed to water rights herein, and hereby agrees to controlled water or water rights. 15- Restrictions: , (on the formula of one acre foot per dwelli rlicant sharl restrict actuar diversions to ,ot exceed the contract amount, for ordinary household purposes inside one single family dwelling, the The District reseryes the excrusive right to review, reapprove or disapprove any proposed'' Any use other than that set forth herein or any lease or sare of the water or water rights arottedof the District sha' be deemed to be a materiar breach of this contract. ' ot use: Appricant agrees to use the water in the manner and on the properfy described in the ::,:"::::":-;l is execu.ted, ol ,n un, operation and maintenance asreemenr provided by Applica,t shall use commonty accepted conservation practices with respect to the water andbound by any conservation plan adopted hereafter by the District for use of District owned or which provides water watering of domesticlivestock, fire protection, and the irrigati of lawn and garden as specified in the Application. Applicant shall also Division of Water Resources. with all restrictions and rimitations set forth in the we, permit obtained from the cororado I l. 12. Watering of Ii Applicant obtains approval from the shall actual diversions exceed the Violation of this Applicant's valid well permit before acceptable by the District,s Engineer a measure at all times all water diverted provide accurate readings from such this paragraph could result in legal By signing this Contracl Applicant during ordinary business hours for the advice that Applicant may believe has Iegal and engineering advice from Appli guarantees, warranties, or assurances District be unable to provide the water refund from the District. of water provided by this Contract. l5 shall be deemed to be a material breach of this Contract. shall be restricted to Applicanfs dornestic aninrars not to be used for commerciar purposes unress,":::::::,::,*::::::"urces for commerciat use./tivesrock warering, provided rhar in no evenr 19. Applicant,s Contract herein in a water pay to the Dishic! when assessed, an the proceedings. Applicant shall be decree the water court case. The pro-rata filing. To the extent fhat the District is Contract in the filing, such additional ur nPPlt{.;ant'smay be charged specifically to Applicant and not shared on a pro-rata basis by a, contractees. 20. is the form entitled ,Application to Lease by the District,s engineer. Said correspondence from the District to refening to or relating to this agreement is by this reference incorporated into this agreement If Applicant intends to divert through a wer, then Appricant must provide to District a copy of;t is obligated to deliver any water hereunder. tvlce or Meter: Applicant agrees to provide, at its own expense, a measuring device deemed :T::"::::::,:::::- now merer with remore readout to conrinuousry and accuraterys ewwur ctgtyrant to the terms of Appricant's water right and the terms of this contract. Appricant agrees to H:::T:1I::::::_",,:,*,s requeqt. Appricant acknowredges that fairure to compry withto terminate Appricant's diversion of water by the State of cororado Division ;;;;;il:r specifica'y arows District, through its authorized agent, to enter upon Appricant,s propertyposes of determining Applicant,s actual use of water. s: By executing this contract, Appricant agrees that it is not rerying on any legar or engineeringreceived from the District' Applicant further acknowredges that it has obtained a1 necessaryt's own sources other than the District. Applicant further acknowledges that the District makes noabout the quantity or quarity of water avaitabte pursuant to this contract. shourd thefor herein, no damages may be assessed against the District, nor may Appricant obtain a ---" ' ""'* *tu nusmentatlon PIan: should the Districl in its own discretion, choose to incrude ::i::::'",::::_i::t :lr,:"rsion or pran of augmentarion, then Appricant hereby asrees toional fee representing the District's actuar and ,"asonubr. "J';;-::^'-:l"'"'""'asrees to ::T;r:.":: :-'.:"',::l ::s r i n curred o, *" J:,: ;';il1,:":.::ffJ::l:;H "' Pursurng toI shall be calculated by dividing such total cost by the number ofcontractees incruded in the ::::::_Ti' 0.":"i:" of objection fited specifica,y due to the incrusion of Applicant,s This agreement shalt not be complete nor bindi,g upon the District unless attached heretoFrom west Divide water conservancy District,,fury compreted by Appricant and approvedby this reference thereto be incorporated into the terms of this agreement. A, as further terms and conditions of this 16. 17. 18. OR OTHER WATER RIGHT IN, IT IS THE CONTINUINC DUTY INCLUDINC FILING FOR EXTE BENEFICIAL USE, OR OTHERWI WITHOUT WASTE. THIS CONTRACT IS LOCATED THE AUGMENTATION WATER WATER RICHT FROM A CALL ON OTHER SENIOR RIGHT. NO REPR] APPLICANT, THIS CONTRACT MA BE RESCINDED UPONAPPLICANT U/ITHINTHE EVENTALL SUMS PAID BY A srArEoMt couNry or$ar\Ll.d l STATE OF COLINTYOF 20..-=...--, by IT IS THE SOLE R TO DIVERT WATER, THE APPLICANTTO MA OF PERMITS, FI LAWFULLY APPLYING WATER TO BENEFICIAL USE ON A REGULAR BASIS DE'AREA A'AS DES BY THE DISTR COLORADO RIVER ATIONOTHERW IS MADE BY THE DISTRICT. IF THIS IS A CONCERN TO IBILITY OF THE APPLICANT TO OBTAIN A VALID WELL PERMIT.ICLUDING THE WATER ACQUIRED TINDER THIS CONTRACT.ITAIN THE VALIDITY OF THE WELL PERMIT OR WATER RIGHTWELL COMPLETION REPORTS, FILINC STATEMENTS OF NT'S WELL OR OTHER WATER RICHT THAT IS THE SUBJECT OFfNATED BY THE DISTRICT, THEN THIS PARACRAPH APPLIES:LNDER THIS CONTRACT MAY ONLY PROTECT APPLICANI-'S ID MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY NOTICE DELIVERED TO THE DISTRICT BY THEFOLLOWING THE IXTNG OF SIGNATURES ON THIS CONTRACT IN WHICHNTFOR THIS CONTR SHALL BE IMMEDIATELY REFUNDED TO APPLICANT, Rarnirez, Applicant N. Maurer, p.C. manda N. Maurer, Attorney for Applicant before me on th 1fuuy or icial seal. My lsslon ex Notary publi acknowted before me on this _.- day of Witness my and official seal. My expires: ,20 Notary Public 2t. instrument by ORDER hereby ORDERED rhar said by the Board of be granted and this This Contract includes and is subject the terms and conditions oft- Map location ofpoint of2.A and Data Form fully of tlre West Divide Water shall be and is acceprea #ff;"J District on the Application, it is DIVIDE WATER CONSERVANCY DISTRICT -- -r - --1 President -&rrrtrot- r)r/ou Dare /a - /6-- aS- following documenB which must accompany this Contract:rsion (use map provided) and signed O2//l0/06 AMANDA N ATTORNEYP.o. BOx GLENWOOD ATTENTTON TO WHOM IT WELL PERMT GTLBERT THE WELL50 cer_iorvi DATE OF APPROXTMA DRAWDOWN UVELL R THE TEST DA CONDTTTONS r FOR L PUMP STATE L APPROXTMATE HORSE POWER APPROXTMATE AQUATE.5Y5TE.M5, INC MAURER,T LAW PRTNGS, CO 81 JESSAMY PRESS MAY CONCERN: NUi4BER: 2291L9 ,S TESTED FORPER MTNUTE. sTATr-wATEi'f DEPTH OE WCr-r-IOF PUMPI ,-;;. PUMP SETTTNG- ER 4 HRS OF CO 5454 COUNTY RD R t2 E A OBTATNED TS SERVED ON THAT_ SEASONAL VARTAT AT A FTNAL 27', 5" iqg.qs PUMPTNG 37'4"MTNUTES AFTER-PUMP OFF ESENTTTTVE OF ONLY .,,.r lllDjoEs NOT ACCOUNT TO 27 '8" IN DURATTONS.rN THE AQUTFE'R'NOR bOX +aa GLE-NWOO 5FKNG.S,CO Bt602 ) 9a+-o1r r 346 - srlr PUMP RATE OF r SAI\r DATE COLLECTED DATE RECEIV :D glorunLereo PLE CODE 02/08/06 02/A9/0r 02/21/06 64 9060rcusroMER noonesd RAMERI Z 5454 COUNTY ROADRIFLE, COLO 46 DEALER ADDRESS AQUA TEC SYSTEMS,p o Box 4BB GLENWOOD SPRING, C NC. B 1 602- ID: WELL WATER NOTE, "*" The MCguidel "g*tt Bacter inform holdin"ND" Thi s crdetect ',NBs " No bac.,p'r = pREI "Epr, = E. ( "NA', Not Ant Analysis pe Total col if Inorganic ;;;;;;;;--- Arseni c Bar i um Cadmi um Calcium Chromi um Copper I ron Lead Magne s i um Mangane s e Me r curyNickel Se I en i um Si lver Sodium Zinc Inorganic c ;;;;;;;;;;-i Chloride Fluoride Hardness ( suiNitrate as NNitrite as NpH ( Standard Su I fateTotal Dissolr l:r:11::1_11: _9::111:_:l:1 Bromodichlorc Bromoform Ch I oro form Dibromochloro l:::t_tly:___ , (Maximum Contine has been ex(a results may I.t ion or becausttime. ntaminant was ron leve1.eria submitted. ENCE OLI PRESENCE ly zed r formed )rm :hemicals - rnet emicals - oth; otal as CaCO3 ) Units) ed Sol idsrbidity Units) icals - trihalc me t hane me t hane ested I imit ,minant eeded e invathe s ot det ls: 100 ) , and ethan _____9 / tVlT@illt/ fiBrTtlc/ t4@tt).fDttilET so. //#;s/#ij%qf,s3"" DRINKING \M{TER ANALYSIS RESUUTS Level ) or an establ isheclfor this contaminant. I id due to lack of coi lect ionample has exceeded the 30_hour ected a t or above our s t at ecl ::NBR" No Bacteria Required.rrAr' = ABSENCE''EA'' - E. CoLI ABsENCE i ucr, Ii(ne/t)i Det. i LevelLevel I Detected _:_ 0.2 0. 010 2 0.005 0.1 1.3 0.3 0.015 0.0s 0.002 0.05 0.1 :-- .) 0.1 0.005 0. 30 0.002 2.0 0.010 0.004 0.020 0.002 0.10 0.004 0.001 0.02 o .020 0.002 1 0. 004 ND ND ND ND 150 ND 0.011 0.090 ND 7B ND ND ND 0 .042 ND 190 0.016 physicai factors: ;;; 4 10 1 6.5-B.s 250 500 1.0 20 5.0 0.5 10 0.5 0.5 5.0 20 0.1 400 33 ND 700*,)o ND 11 680 l 1400* 1.9* ES: .080 0.002 0.004 0.002 0.004 0.002 ND ND ND ND ND -laN/lIVY I t rach I oroe t hanhloroethane trachloroethan hloroethane roe t hane roe t hene ropropene h I orobenzene h I oropropane hlorobenzene robenz ene roe t hane opropane obenz ene opropane obenzene opropane uene uene e e achloride ne e ne hloroethene h I oropropene opropane (DBCP ne omide (EDB)Butyl-Ether thene (pCE ) chloroethene ch I oropropene ene (rcr t orome t hane de oxide zene I opent ad i ene P) Samp0"oa": 649060 . MCL lOetect ion I Leve I(me/1) I Levet loetecieO 0.002 ND-0.001 ND0.002 ND0.002 ND0.002 ND0.001 ND0.002 ND0.002 ND0.002 ND0.002 ND0.001 ND0.001 ND0.002 ND0.00r ND0.002 rqo0.001 Nn0.002 ND0.001 ND0.001 ND0.001 ND0.002 ND0.002 ND0.001 ND0.001 NO0.002 ND0.002 ND0.002 ND0.002 ND0.001 ND0.002 ND0.002 NO0.002 ND0.001 ND0.00i ND0.004 mo0.001 ND0.002 ND0.001 ND0.002 ND0.002 ND0.001 ND0. 002 ND0.001 ND0.001 ND t forme d pageAnalysis 1,1,1 ,2-T1,1, L-Tri 1.r1,r2r2-T 1. ,1 ,2-Tt i1,1-Dichl 1,1-Dichl 1,1-Dichl L ,2 ,3-Tr i1,2,3-Tri 7 ,2,4-Tt 1 , 2-Di ch 1 ,2-Dich ;; 0.00s 9_:" o lo, 0.6 0.005 0.005 0.6 0.075 :_:o' 0.00s 3:1 0. 07 o loot !_l 0.1 0.005 1 0.1 0.005 oloo, 10 1,2-Dichlo 1,3-Dichlo 1,3-Dichlo 1 ,4-Dichlo2,z-Dichlo 2-ChIoroto 4-Chloroto Benz ene Bromobe n z e Bromome t haCarbon Tet Ch I orobenz Chloroetha Chlorometh cis-1,2-Di c1s-1,3-Di D i bromoch I Dibromometh Dichlorodif I uorome t haneDichlorometaneEthylbenzen Ethylenedib Methyl-Tert S t yrene Tetrachloro To I uene Trans-1 ,2-Dtrans-1,3-D Tr i ch I oroe t,Trichlorofl Vin-yl Chlor Xy I ene 2,1-D Alachlor Aldrin At raz i ne Ch I ordane Dichloran Dieldrin Endr i nHeptachlor Heptachlor EHexach I orobe Hexach I orocy L i ndane Methoxychior PCBs Pent ach I oron iSilvex(2,4,5- S imaz i ne Toxaphene t robenzene _ Tr i f lurai inW:,irrlrfV that the _anatyses pia methods approued by tli U.ronmental Protection for this report are Organi c ch icals - pestic des, herbicides and pCBs 0.07 0.002 0. 003 3_30' 0 .002 0.0004 0.0002 0.001 0.05 0.0002 0.04 !_900, 0 .05 0.004 0.003 0.010 0.001 0.002 0.002 0.001 0.002 0.001 0. 000 1 0. 0004 0.0001 0.0005 0.001 0. 0002 0.002 0.000s 0.002 0.005 0.002 0.001 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND0.002 ND , and that the laboratoy_t9sts were conducted byor aariations of these ipA methodsThese test results are intended to compliance.used for informational rposes only and may not be used for regulatory ',%*;.vt,la NATIONALTESTING 3a REV.12{3 6sz32t ostte'i1 of 5 R 26.0 THIS A property described onin that certain water protection, ordinarv watering ofpoultry, r the promises and parties agree as fo-llows: _equal sharer, .u.hltur" Well. Each undivided or ordinary househofi one-rhird (t/3) acre'(14 domestic animals and live water available from the C:FRoNT DESlvobrochtc\Doqw.ll c0 GREEMENT |iluilil]il]tilru{ Ol-:32? 81588 p[ O O.OO GNRFIELD C' is made and il]fltlil H NLSDORF share to the use "ili;conditions set forth in thi Agreement. A (the described in-Welt purposes insi ic animals and herein contained, For the purpose of an undivi Use ofthe Well inside one (l) si square feet) of Each owner shall hird (t/3) ownershii and the groundwater Engineer,s Office, Di of Water Resou enxit No z2sns. ir.*d by ;#;#;i;.'rT,'j(the "Well,,) of the Well permit, and BERNEICE ROCHTA, 0106 Deer("Grantorr) and RAMIRU;468s Road 346, Silt, Cotora ar\i aii' -[,G.]*..,,i. ALS with the red into by and berween ANDREZJ J, OBROCHTA Lii:t"?::?,9r:Y":a. sp'i'ei i.;;;" 8 I 60 r cution hereo{ Grantor is conveying to Grantee thej3ilg*:*: undivided on"iffiJi ;iht.,est ,use ofgroundwater from the Well is limited to firel:I""f*irl"".(r) singre famirf j*}rLgr, n. rtion ofthe sale and nurchase of the property andsufi ici ency o f wh ich i s h;r.b, ;;k""*1ll!'. o,,n" is Agreement, the Well is divided into three (3) :::"-;ry"'if {?) :*,'.:'oip i,;;;;;"*o, o,n",ll ij.h: welr shall "riiu"iil";#"rf;::the Well, subject to and rp";;;';;#;: ,y each owner shall bel"^1r' j-iil;;,Tl#l:1':r1T,T:l.j:i* gardens and Iawn *1, ri", -ry:.,"i"*'"i:o""rnoentitled to use one_thrrd (l/3) of the peunitted A. B. than one (ij acre of gardens and lawns. on a farm or ranch ano,ri. i.G",il;;#i;;J; C. The in the Welland such interest shall deemed appurtenani to Grantee is intended for use upon the propertythe Property. D. The desire to set forth and conditions which shall govern cost sharingand the use of the del NT NOW for and in ll-., m OJ-o o F J <J ell. ?c+srpn c, lbe. -l To.' \togs Cg. S.8\ co Ro.rn, rcz 3qL tsl\oSZ,O?b. nt/rt/ €) ytuu//#,:ruryililililIilr ',:6;"31*I.l:is is,,,l through an indi The return wastewater disposalreturned to the stream system in which [ililllll RLSDORF c0 w from in-house uses of water from the Well shall beystems of a non_evaoorative typ", *t "r"',h" *u,". i,the Well is located. 4. owner or owners of . The of each share in the Well shall share costs with thethe Well as follows:other two (2) shares Gantorshall install a ndary ofeach parcel Well. The owner of share of all costs i by Grantor io ronn..ii*'ffi ,h" ;;;,ffi:f :l Upon installation of np, pumphouse, pipelines necessary to provide waterbe served by the Well and shaf #.nj ul"rrnun.n, ;l lff;:l::,Y:i jlt,o-. iJ*":Iffi and pav e facilities described ' :io rt ;: il ;il;J:n::xf#:} ;? :::,sj .l_::_t?li:: any equipment, facilities, pipeline or 11;rs statt be divided equatry u*o"g'r;;Iwners repaiq maintain or renlace any equipment, facilities, ,$].o*o shall be the exclusive obligation of the ,Y:ll rnd cooperate and consult with each otherlHf#i::':::f iTl',?ang or !!e w"rr'o, *vcommon use of the Well. N"r*;;l'r,*;;; il,Ike such repairs, imorc Iv eni^,, crr^r. ^._-.- . )vgments, replacements andanoeryoy such owner,s wateuiglt, irG #eil uoaof the costs of any improvements or repairs to )r water rneters, service charges for electricity toowners who have connected-to o, u., ort.*irar his share of the operating .";r, il;;ri, ,ro, fom the wrl to(?i. source ofpower to other equipment or .or replace the Well,p, pumphouse, power.source for trre wJiand any'mmon use ofthe Well. an equal pro such facilities. improve, reptur, thereafteq .u.n(:),shall be responsible necessary for the costs to repair, serves two (2) or more equipment, facilities or costs to install, portion ti,.r"ol?nrn sharing the use of C:FRONT DESIVObT@hh\Doc,ltr .ll which serve onlyowner served by such facilities or 5. prior to any The owners of for replacements, necessary for the perform such have the right to to recover such other as may be required to proportionatecommon facilities for that purpose. In the absenceoperare the Well shall .shared equally by those. Each owner shall Owners by written notice to measure each o pipeline or r.*1?, other equipment or fatoregoing each owner using water from the Wreceipt of bitling. of theOwnerstripl:nay- that water meters be instmeters, the Majority ofoperatlon ofthe Well be s Ownersbip may a rd in proportion to two (2) or more shares in rhc w-rr /^ rt1 a . . er ive*o ;; ;i;;#J : [:Tr,:l,11'#J,,;,:,il-.^::l: consumption. Upon the installarion ofrequrre that electrical service "fr*g., ili ,fr.:metered usage. responsible for any with theWell until the Well, llllllll]ill]ilt 05/ R 26.00 14. ilnmillilill 'O2:32P B15EE pE2S O.OO GARFIELD COUN' ry of damages, injuncti shall in no event be dee ilIililt6523213of5 8. the installation of pump, pumphouse, facilities necessary the commoo urc o regulations from time time as deemed equitable manner consistent with the 10.No warrantyof this Agreement respect to theimprovements or respect to the quality ll.Noproduced from the W,while in default 12.The failure ofprovisions ofthis thereby, for the enforce any such shall give rise to a 13.This Agreementowners ofan interest in Well, signed andthe records ofthe and Recorder of for repairs, ir owner has physically to the Well or is otherwise uringrvui;, f.oro L4 t9 thg WFll. Except for costs associated withsource for the Well and any other equifment orthe Well, no owner shall incur-a;t;GH;.;;: ::^TT:iTc,e or. operating expeose, li .onn.rrioo lltl of the.Ownershrp may also adopt rules andto govem the operatioo ard ,r" of tni *.1i, u,ns herein contained. representatlon, express or implied, is made by virtuecondition of the Well, $e projecteJ rorts-ot.upitatquantity ofwater available fr;;;;; W;i; : :h.ll have the right to use the Well or any warerany ofthe terms and conditions of thi; egir"."n, owrer of an interest in the Well to comply with theuse of action in favor of any otir", o*rra'r,uggrievedlj.Ii:l pth. .,Fairure "i un .ss;;;Ji T*o", ,o RLSDORF c0 ybe amended only upon the agreement of all thewledged in the minner of a deed and recorded inCounty. action be taken to enforce the terms of this Wellentitled ro recover from rhe oth"r(t;;Jonuur*attorney's fees and 15. shares in the Well to ownership interest or of the parties and their Dated this l7h GRANTOR: C:FRONT DESX/Obrfthta\D<nAVcll a waiver of the right to do siln rrruhiura on next pagel Agreemenl the 's Fees. In the event g pafiy or parties shall :e parties This Agre m the Well and shall reserves the right to transfe_r Grantor,s remaining liJjr'13, #i,i1i*:,t und ivioJ tn.l,r,i,i r vr r:r":i::, be binding upon and inure to ,h";.X;/asslgns. Grantor successors [Signatures to GRANTEE; ilililIililt 6523214of5 05/ R 26. l*'rrrL-/LY.44- Berneice Obrochta STATE OF COTINTY OF The Andrezj J. Obroclta Witness my STATE OF COUNTY OF The foregoing Glbert Ramirez. Witness my My commission lrtv Commhrlon C:Frort Dcily'CliaruobrcclirDoq^,V.cu Agmt ,tlA .f': '/ llmtilillil]ilt04 @2:3Zp afSae FiD O.OO GNRFIELD i' ) ) ss. ) instrument was Berneice Obrochta. and ofiicial seal. ilil]Iilil,I' RLSDORF c0 before me this l)rtday of May, 2004, by before me this t-)t* day of May, 2004, by Notary Fubtic and official seal. o ilililtilil lillllttll ilmil]ilm05/t R26 6523275of5 'zoo4 oz.szp arsa6'I RLSDORF c0 IIT A D O.OO GRRFIELD A tract of Iand si in Section 20, Tr 6 South, Range 92 West of the 6u, p.M. being more particularly as follows: Beginning at a on the north line ofSection 20 bears S rid Section 20 whence -the Northeast Corner of saidhence S 40o00,53,,8 .117 s6fb";;rh*;'S O0,rr,rr,,e8 feer; thence N 21"27,2s, E-i;;,-;;?et; thence N f ;:::.' reet; thence s 8eo37'2t';i'riis.ooreet to E 907.26 feet; thenr 35"15'26u w 521.46 17'23" E 122.37 feet: N g9o43'26" W I5I" thence N 33the Point of having an area of35. COLINTY OF STATE OF epRoNT Dxslgobroclfr'DodExhibita _ wcu ti- -, it,a i, 6vo8 {a (N/ $N $$ sr$l CAo fr, ob \$'o 5. HI S.a\'o i--<r1a-SSs.'+ $$ s $ Nl I q ^ta Fo=-o+ il iD d\ol ta $ 6'> r\\'o N$ (aS'\iAao(Dq qrI bS $* 6VQ -- U')r-(o \+o- \ [/r--j{ -,Er+'t./ I s s.q- C\{-n 0 o \ J *Y a +f,'a a{ \ sf s -q\o- na$ {a\ Nl qr Rt4 $ * o- ^$. s+o q\ a-(4 dol(4 \ a \o A) .a \A.\rho\ i- gryp-- \ I mil llil ilriltl il illll lllllll lll lllll llll Lt-llazziio astntA@o4 ozt29P 81588 PE19 11 ALSDoRF 1 of 4 R 2L.@@ D 15.00 GQRFIELD coUNTY C0 WARRANTY DEED ANDRZEJ J. OBROCHTA aka ANDREZJ J OBROCTTTA and BERNEICE OBROCHTA5 0106 Deer Valley Drive, Glenwood Springs, Colorado 81601 ("Grantor"), for Ten Dollars ($10,00) and other good and valuable consideration, in hand paid, does hereby sell ald convey to GILBERT RAMIREZ, 4685 County Road 346, Silt, Colorado 81652 ("Grantee"), the following described real property situate in the County of Garfield, State of Colorado, to-wit: A tract of land situale in Section 20, Township 6 South, Range 92 West of the 6h P M. being more particularly described as follows: Beginning at a point on the north line of said Section 20 whence the Northeast Corner of said Section 20 bears S 89'17'23" 8 122.3'7 feet; thence S 40"00'53" 8 137.56 feet; thenceS00"35'33"8 90'7.26 feet; thenceN39'43'26"W l517.98feet; thence N 21"2't'28" 8 356.21 feet; thence N 3 5' 1 5'26" W 52 l 46 feet; thence N 3 3 "07'20' E 3O7.2O feet; thence S 89o37'23" E 1423.00 feet to the Point of Beginning having an area of 35.297 Acres . TOGETHERWITH A.I\D SUBJECT TO non-exclusive and utility easement,3for use in common with Grantor;rnd others, the description of which is attached hereto as Exhibit A and incorporated herein by ttus ret'erence. RESERVING HOWE\GR unto Grantor, for the benefit of those lands in Sections i6, 17, 18 and 20, Township 6 Sout[ Range 92 West of the 6s P.M., which are currently owned by Grantor, an interest in the access and utility easement described in Deed recorded in Book 1404 at Page 839 of the Garfield County, Colorado records and the following non-exclusive easements, together with the right to grant and convey non-exclusive rights in and to said access and utility easement and non- exclusive easements to additional parties. (a) An Easement to install, maintain, repair and replace an electrical power line to serve that certain water well described in Well Permit No. 229120, issued by the Colorado State Engineer's Ofiice, Division of Water Resources ("Well No. 1"), said Easement being 15 feet in width and lying 7.5 feet on each side of the following described centerline: Beginning at an existing utility pole whence the Northeast Comer of said Section 20 bears N 70o34'56" 81202.44 feet; thence S 66"19'55" E 411.55 feet to the center of Well No. 1. (b) An Easement to install, use, maintain operate, reparr and rep.lace a water line, said Easement being 15 feet in width and llng 7.5 on each side of the following described centerline: Beginning at a point on the easterly line ofthat 40 foot access and utility easement described in Book 1404 at Page 839 ofthe Garfield County, Colorado records, whence the Northeast Corner ofsaid Section 20 bears N 49o39'30' E 1554 44 feet; thence N 43'79'12" E 600.99 feet to the point of terminus, said point of terminus being the center of Wel[ No. L (c) An Easement over all lands within a 30 foot radius of the point of terminus of the water line easement described in paragraph (b) above, being a point whence the Northeast Comer of said Section 20 bears N 54o03'14' E 952 17 (center of Well No. 1) to use, operate, maintaiq replace and repair a water well, pump, pumphouse, water lines, valves, water distribution system and facilities and related electrical power line. (d) An Easement to install, use, maintain, operate, reparr and replace a water line and an electrical power line to serve that certain water well described in Well permit No. 229119 issued by tle Colorado State Engineer's Office, Division of Water Resources ("Well No. 2"), said easement being l5 leet in width and lying 7.5 feet on each side ofthe following described centerline: ( t I r co Qa-aJ(J (- q J /31 to/ /// r-) " (4) Fdozn Tb: G,\bert }arnrree. qbt5 cR. 3qubO\ Co Sltrsr, ruurultrlil lttll tn llllllll ttlultnlltll 6523?0 g3/18/2OO4 O2;29? 81588 P820 n RLSD0RF 2 of 4 R 2l.oo O 1s.00 GARFIELD ooUNTY C0 Beginning at Well No. 2 as e>osting and in place whence the Northeast Corner of said Section 20 bears N l8'16'45" E '728.31 feet; thence N 00"22'37" 826.'13 feet to a point on the North line ofl said secrion 20; thence along said North line N 89"37'23" W 817.55 feet. (e) An Easement over all Iands within a 30 foot radius of the point of terminus of the water line easement described in paragraph (d) above, being a point whence the Northeast Comer of said Section 20 bears N 18o16'45" E'128.31feet (center of Well No. 2) to use, operate, maintain, replace and repair a water well, pump, pumphouse, water lines, valves, water distribution system and facilities and related electrical power line. (f) A utility easement being 15 feet in width and lying 7.5 feet on each side ofthe following described centerline : Beginning at an electrical vault existing and in place whence the Northeast Corner of said Section 20 bears N 70o34'56" E 1202.44 feet; thence S 64'00'00" W 389.89 feet to the point of terminus, said point of terminus being a point on the westerly boundary line ofthe above described Property, FURTHER RESERVING unto Grantor exclusive easements to use, maintain, operate, reparr and replace certarn irrigation pipelines existing and in place, situate in Section 20, Township 6 South, Raage 92 West of the 6'i P.M., such easements being 15 feet in width and lying 7.5 feet on each side of the following described centerlines: (a) Beginning at a point on the northerly boundary line of the above described Property whence the Northeast Comer of said Section 20 bears S 89"3 7'23" E 639.76 feet; thence aiong an irrigation pipeline existing and in place S 01'13'03" E 1013.07 feet to a point on the southerly boundary line ofsaid Property; and ib; Beginning at a point on the norlherly boundary line of the above described Property whence the Northeast Corner of said Section 20 bears S 89"3'7'23" E 1527.12 feet; thence along an irrigation pipeline existing and in place S 47'24'01" E 273.98 feet; thence S 37"51'04" E 101.74 feet; thence S 48'07'10" E 87.17 feet; thence S 70"07'06" E 47.33 feet; thence S 55'36'43'E 85.10 feet; thence S 22"50'06" E 49.91 feet; thence S 07"19'59" E 587.'/7 feet; to a point on the southerly boundary line of said Property. Legal descriptions prepared by Holsan Suneying, LLC, Richard L. Holsan, Professional Land Suneyor, L.S. tJ501. TO HAVE AND TO HOLD the same, togetherwith a1l appurtenances and privileges thereto belonging or in anyrvise thereto appertaining and Grantor warrants title to the same, except and subject to: U.S. Patent reservations and exceptions; easements and rights-of-way for irrigation ditches and pipelines existing and in place; prior reservations of oi[, gas and other minerals as described in Deeds recorded in Book 428 atPage 459, Book 440 at Page 469 and Book 854 at Page 721; easements conveyed to Holy Cross Energy in instrumerrts recorded in Book 1208 atPage 495 and Book 1255 atPage 629; terms and conditions ofTrench, Conduit and Vault Agreement recorded in Book 1254 atPage 378, access and utility easement recorded in Book 1404 at Page 839; right-of- way granted to Mountain States Telephone and Telegraph Company in instrument recorded in Book 388 at Page 7; easement granted to Public Service Company ofColorado in instrument recorded in Book 319 at Page 459; easement granted to Colorado Ute Electric Association in instrument recorded in Book 487 at Page 495; easement granted to the United States of America in instrument recorded in Book 610 at Page 326 and re-recorded in Book 620 at Page 517; easements created in correction Deeds recorded in Book 1587 at Page 388 and Book I587 at page 391, fence line encroachments, ifany, and the effect thereol and general property taxes for the current year, not yet due and payable and for all subsequent years. C WINDOVS\T[INWAMN-I,WD LHIITULIIIHI fiLUIu ,IJIIIL[I!!III[L|-I] i-.i-c n zt.@o o 15.00 cnRFIELD counrY c0 (Atl references to Book and Page are to the records of the Garfield County Clerk and Recorder). Dated this I7'h day of lvIay, 2004. F"r*.- /..6^--/rk- Berneice Obrochta STATEOFCOLORADO ) ) ss. co[rNTY oF GARFTELD ) The foregoing instrument was acknowledged before me this l]+\day ol May, 2004, by Andrzej J, Obrochta, aka Andrezj J. Obrochta, and Berneice Obrochta. Witness my hand and official seal My commission expires t,da'ez7 ffi"//' Andrzej J. Obfochta, aka Andrezj J. Obrochta uvcoarni.ronffi66c NOIARY PUBLIC STATE OF COLORAI I lllilrilil lllillfii il ilIil lllllll lll ltltlllll lllt ai[iCo ovtatzoo4 o2t2e? 81588 P822 lt RLSDoRF 4 of 4 R 27.OO D 15.09 GRRFIELD CoUNTY C0 Erhibit A LEGAI DESCRIPTION ACCESS AND UTILITY EASEMENT An access and utility easement situated in Sections 17 and, 20, Township 6 South, Range 92 West of the 6'h P.M. being 40 feet in width ald llng 20 feet on each side of the following described oenterline: Beginning at a point on the northerly nght of way line of County Road No. 315 whence the Quartercomer common to said sections 77 and,20 bears S 88'58'13" E 122'l .28 feet; thence along an existingroadN50'47'36.8 64.84feet;thenceN58o3O'16',8 63,68feet;thenceN66"35,06,'E 40.91 feet; thence along a curve to the right with an arc length of99.64 feet, a radius of2l l.7l feet, a central angle of26'57'56", a chord bearing ofN 80'04'04" E, a chord length of98.72 feer, thence s 86o26'58" E 45.82 feet; thence s 85"27'55" E 25.lB feet; thence along a curve to the left with an arc length of 133.92 feet, a radius of232.22 feet, a central angie of33"02'32", a chord bearing ofN 78"00'49" E, a chord length of 132.07 feet, thence N 6l'29'34" E 31.46 feet; thence along a curve to the right with an arc length of55.00 feet, a radius of97.76 feet, a central angle of32.14,1 1,', a chord bearing ofN 77'36'39" E, a chord length of54.28 feer, rhence s 86"16'16" E 43.59 feet; thenceS82o10'34r'E 52.20feet; thenceS78"56,20"E 4Z.Z3feet; rhenceS86.36,26',E 38.21 feet; thence S 85"04'19" E 25.52 feet; thence along a curve to the right with an arc tength of68.60 feet, a radius of l'70.94 feet, a central angle of 22'59'36", a chord bearing of S 73"34'30,, E, a chord length of68.l4 feer, rhence s 62"04'42'E 8.05 feet, thence S 65"14'21" E 2g.s4 feet; thence S 69o55'27"814.69feet; thencealongacuwetotheleftwithanarclenglhofgl.62feet,aradiusof 213 94 feer, a central angle of24o32' 13", a chord bearing ofs g2.l 1,34,, E, a chord length ot90.92 feet, thence N 85o32'20' E 54.03 feet; thence N 87o23'57,' E 23 7"1 feet; thence along a curve ro the nght with an arc length of I 17.60 feet, a radius of 349 g6 feet, a central angle of G"ts,r:,,, uchordbeanngofsS2o5S'17"E,achordlengthofllT.05fbet,thenceS jS"2oal"E g7.40feet; thence S 72o16'28'E 1t2.62 feet; thence s 82o44'40'' E 69.l3feet; thence s g3o00,45', E 6g.21 feet; thences84'34'3i'E 9.71 feet; thencealongacurvetotheleftw.ithanarclengthofl3l.l0 feet, a radius of718 6l feet, a central angle of lo"z7'10', a chord bearing ofs g9"48,08,,8, a chordlength of 130.92 feet, thenceN 84"58'17" E 2'/.76 feet; thence s 89"37,t3,, E 64.g2 feet; thence S89"17'27" E 107.30 feet; thence s 86"21'ot" E 87 jo feet; thence s 87"01,28,, E 97.26 feet; thenceN 88"51'18" 8 51.17 feet; thence N 83.26,55,, E 32.28 feer, thence N 79059,55,, E 54.4i feet; thence N 85"11'59" E 37.69 feet; thence N g9"21,24,, E 12..73 feet; thence along a curve ro rherightwithanarclength of 60,46 feet, aradiusof63,l4feet, acentral angleof 54"5 1,60,,, achordbearing ofS 63"12'36'E, a chord length of58.18 feet, thence s 35"46,3;, E 20.81 feet, thence s42"32'31" 8 73.20 feet; thence s 45"26'40' E 3.'ri feetto the point of rerminus. County of Garfield State of Colorado C FRoM OEsvobloch@.4hbil A - rt2.o{.wpd Itllffiiltilttltiltilfrril ill] lililililt tilt65s5 Lo os / aB / Zoo4 A2 : tgp at62o- ii'tz-r nriErbiri'1 of 3 R 16,00 D 15.00 GnRFIELD couNiy aO-- " WARRANTYDEED ANDRZEJ J. OBROCHTA, aka ANDREZJ J. OBROCHTA, and BERNEICEoBRocHTA, 0 106 Deer valley Drive, Glenwood springs, colorado g 160 I (,,Grantor,'), fbr TerDollars ($10.00) and other good and valuabte consirieration, in hand paid, d'oes hereby seil andconvey to GILBERT RAMIREZ, 46g5 County Road 346, Silt, Colorado g 1652 (,.Grantee,,), thefollowing described real property siruate in the county of carfield, State of colorado, to-wit: A tract of land situare in Section 20, Township 6 South, Range 92 west of the 6,h P.M. being more particularly described as follows: Beginning at a point whence the Northeast corner of said section 20 bears N0l'23'22" E 1012.05 feet; rhence S 00.35,33" E 600.07 feer; N 89.43,26,, W 2439,29 feet; N20'14,55',W 640,67feet; thenceS g9.43,26" E 2654.g2fect;torhe Point ofBeginning, having an area of35.0g3 Acres. 1 TOGETHER wrrH ,1""a-=;6!6ccess and uririty easemenr, for use in common *ith \ fJfi[[i.L'j::rs, the descri[tli:i6-fFhi-ch is attached herero as Exhibit A and incortorared herein ) TOGETHER wlrH rhe following nonexclusive easements situate m the NE%NE% of Section 20, Township 6 South, Range 92 West of the 6,h p.M.: (a) An Easement to install, maintain, repair and replace an electrical power line to serve that certain rvater well described in well pemrit No. 229120, issued by the colorado Stare Engineer's office, Division of warer Resources (the ,,well',), said Easement being I5 feer in widrh and lying 7.5 feet on each side of the following described centerline: Beginning at an existing utirity pore whence the Northeast corner of said Section 20 bears N 70'34'56E 1202.44 feet;rhencc S 66'l 9'55" E 4l 1.55 feet to the center of the Well; (b) An Easement to install, use, maintain, operate, repair and replace a water Iine, said Easement being 15 feet in width and ryiug 7.5 on each side of the foilowing described centerline: Beginning at a point on the easterly line ofthat 40 loot access and utility easement described in Book 1404 at page 8i9 of the Garfield County, colorado records, whence the Northcasr comer of said section 20 bears N 49'39'30,, E 1554.44 feet; thence N 43'29'12" E 600.99 feet ro the point of terminus, said point of rerminus being the center of the Well; and (c) An Easement over all tands within a i0 foot radius of the point of terminus of the water line easement described in paragraph (b) above, being a point rvhence the Northeast comer of said Section 20 bears N i4'03'l 4" E gsz.rl (cinter of the well) to use, operate, maintain, replace and repair a water well, pump, pumphouse, water lines, valves, water distribution system and facirities and relatedilectricat power line, RESERVING HOWEVER urrto Grantor an interest in the access and utility easementdescribed in Deed recorded in Book I404 at Page 839 olthe Garfield Cor.rrty, Colorado records forthe benefit of those Iands in Sections 16, 17, lg and 20, Township 6 South, Range 92 west of the6ft P.M, which are currenlly owned by Grantor, together with the right to grant ard convey nonexclusive rights in and to such access and utility easement to additional parties and FURTHER RESERVTNG unto Grantor easements to use, maintain, operate, repair and replace those certaininigation pipelines existing and in place, situate in said Seciion 20, such easements being I 5 feet inwidth and lying 7.5 feet on each side ofthe followingdescribed centerlines: (a) Beginning at a point on the northerry boundary line of trre above describedProperty whence the Northeast Corner of said Section 20 bears s 44"2g,4r- E I 4 I 1.47 feet; thence S 07' r 9'59" E 605.33 feer ro rhe southerly boundary rinc ofsaid Property; and 9,o.il 0 . ,U'Pt40 iwr)""/ ') i n i\ a( -!1 { oi o"= S Y;" r{ar-(-4 J ,Z I -r *'.1. 1r: rmnrmruurlrutrn ilil ilrnil! m ul 659510 O9/O8/2@O4 62:19P 81520 P713 n ALSDORF2 of 3 R 16.90 D 1s.00 GnRFIELD COUNTY C0 (b) Beginning at a poi&t on the northerly boundary line of the above describedProperty whence the Northeast corner olsaid section 20 bears N 32'13,27,'Ell92.49feer;thences0r'i9'59"8600.02feer; rothesoutherlyboundaryrineof said Propeny. Legsl descrlptions prepared by Holsrn surv€ying, LLC, Richsrd L. Holsan, profersional Lsnd surye),or, L.s. 13501. TO HAVE AND To HoLD the same, togetherwith allappurtenances and privileges rheretobelonging or in anluzise thereto appertaining and Grantor warrants title to the same, except andsubject to: u.s. Patent reservations and exceptions; easemcnts and rights-ofl-way for rrrgationditches and pipelines existing anc in prace; prior reservations or oil, gas and other minerars asdescribed in Deeds recorded in nook 42g at page 459, Book 440 at page 469 and Book g54 at page 72 l; easements conveyed to Hory cross Energy in instruments recorded in Book l20g at page 495and Book 1255 atPage 629; terms and condirions ofTrench, Conduit and Vault Agreement recordedin Book 1254 ar Page 378; access and utility easement recorded in Book t404 at page g39; easements created rn correction Deeds recorded in Book I 5g7 at page 3gg and Book I 5g7 at page 391; fence line encroachments, if any, and the effect thereof; and leneral prope.ty laxes for thecurrent year, not yet due and payable and lor all subsequent years. (All references to Book and page are to the records of the Garfierd county crerk andRecorder). flr.l,r*f /A A* r"{1,, /t)L/*e rin:c4.L Andrzej J. Oblochta, aka ALrdrezj J. Obrochta Dated this l+'' day ofSeptenrber,2004 STATEOFCOLORADO ) ) ss. COLINTY OF GAR.FIELD ) -The foregoing iDstrument was acknowledged before me this lFr. d2y of September, 2004,by Andrzej J. Obrochta, aka Andrezj J. Obrochta;nd Berneice Obrochta. Witness my hand and olficial seat My commission expires DENNA ROOF NOTARY PUBLIC STATE OF COLORADO My Commission Expires 09/27l2005 (: \Doc@d i rJ S!! ihrJFrod hhDatroF\CatCNnohrochlrOoc\Wrrn(, D..t_ Rstr.r. t{r.t l.$?d G 0, ! o ( Notary Public O l llllll llill il]il lil ]il lrilil llilr ilmtil ilIililt 659510 W/OA/ZOO4 OZtl9P 81620 P714 ll ALSDoRF3 of 3 R 15.00 D 15.60 GARFIELD CoUNTY c0 EXHIBIT A (Access and Utility Easement) An access and utility easement situated in Sections 17 and2l,Township 6 South, Range g2 wesrof the 6'h P.M. being 40 feet in width and lying 20 feet on each side of rhe followinidescribedcenterline: Beginning at a point on the northerly right of way line of County Road No. 3 l5 whence the euarterCorner common to said Sections 17 and 20 bears S 88'58'13- F. 1227.2g feet; thence along anexisting road N 50"47'36" E 64.84 feet; thence N 58'30'16" E 63,6g feer; thence N 66"35'06" E40 91 feet; thence_along a curve to the right rvith an arc length o f 99.64 feet,a radius of 2 l 1 .7 l f-eet, i "^"-,lr]il-""q1" of26"57'56", a chord bearing ofN 80'04,04:,E, a chord lengrh of98.72 feet, rhenceS86"26'58"8 45.82feet;thenceS85'27'55"E 25.l8feet;thencealongu'.uru.totl-releftwithan arc length of 133.92 feet, aradius of 232.22feet, a cenrral angle of 33'0i,32',, a chord bearing of N' 78'00'49"E,achordlengthof t32.07feet,thenceN 6l'29'34^E i7.46feet; thencealongacurvetotherightwithanarclengthof 55.00feet,aradius of gT.T6feer,acentralangleof 32.14,11,,,achord bearing ofl{-71?63?" E, a chord rength oi54.28 feet, thence s 86"16 16, E 43.59 feet;rhence S 82"10'34" 8 5z.zo fleet; rhence s 7g.5t,20, E 42.23 feet; thence 9g6.3626,,E 3g.2t feet;thenceS85"04',l9"E 2552feet; thencealongacurvetotherightwithanarclengthof6g.60fcet, aradiusof l70.94feet,acentral angleof22'59'36",achordbearlngofS 7:,'34'3O,,E,achordlengthof68.l4feer,thence 562.04,42" E g.05feet; thenceS 65"t4,21,,\ 2g.54feet; rhenceS 69.55,27"E l469feet; thencealongacurvetotheleftwithanarclengthofgl.62feet,aradiusof2l3.g4feet, a central angle of 24'32' l 3 ", a chord bearing of S 82' 1 t '34; E, a chorcl length of 90.92 feer, thenceN 85"32'20" E 54.03 feet; thence N 87"23'57" E 23.77 feet; thence dort u "uru. ro the right rvirhan arc length of I I 7.60 feet, a radius of 349.86 fleer, a central angle of t s"is,r:,,, a chord belring ofS 82'58'17'' E, a chord Iength of I 17.05 feet, thence S 73"20'31,, E g7.40 feer; thence S 72.16,28,,E l12.62feet; thenceSS2'44'40" E69.l3feet;thenceS83"00,45,'E 6g.21 feet; rhenceSg4.34,j3,,E 9 71 feet; thencealongacurvetotheleftwithalarclengthof l3l.i0fee1,aradiusof7lg.6l feet,acentral angleof l027J0",achordbearingofS89'4808; E.achordlengrhof l30.92feer,rhenceN 84"58'17" E 2j.76 feet; thence s 89"3r,31 ' E 64.s2 feet; thence s t"s"tz,zr,, E 107.30 reet;thenceS86"2l'01"8 87.7Ofeet; thenceS8T'01'28" E97.26feet; thenceNgg"5l,lg,, E 51.171-eer;therrceN83"26'55''E32.29feet;thenceNTg'59'55"E 54.47feet;thenceNg5"l1'59,'E 37.6gf.eet;thence N 89'21"24" E 12.73 feet; thence along a curve to rhe right with an arc lenglh of60.46 feer,aradiusof63.l4fleet,acentralangleof54"5lt0",achordbearIigofS63"l2'j6,E,achordlength of 58 18 feet, thence S 35'46'36'E 20.81 feet; thence S42'32'31 'ip, ll.2ofeer; thence S 45"26,40,,E 59.02 feet; thence s 54'19'40'E 67.0g feet; rhence s 54"04,33,,g s:.qo feet; thence along acurye to the right with an arc length of 103.27 feet, a radir,is of 446.g1 feet, a central angle"ofl3'14'31", a chord bearing ofs 4j'27,17" E, a chord length of 103.04 feet, thence S 40.50,01,,E3l'87feet; thenceS36"13'39"8 64.29feet; thences40"27'3 l', E 6,34feet; rhelcealongacurvetothe leftwithanarclengthof 85.96 feet,aradiusof Sl0.3Bfeet,acentralangleof 15"52,07',,achord bearing of s 4^8"^23 35'' E, a chord length of 85.69 feet, thence S se ;is;:s,' E 7.33 feet; thences 59"47'27" E 4r.69 feet; thence s 52'5 1,13,, E 14,09 feci; thence alorg a .r*e to the right withar arc lengh of 85.00 feet, a radius of 107.35 feet, a central angle of+s"iz;04,', a chord bearing ols30'10'1r"E,achordrengthofg2.B0feer,thences07.2909,-E 34.g6feet; rhenceS05.r4,45,,E95 49 feet; thence a]9lg -a curve to the right with an arc length of g0. I g feer, a radius of 270.3g feet,acentral angleof,I6"593I",achordbearingofS03'I5'00iW,u"hordlengrt of79.g9feer,thences 1r"44'46" w 3s.47 feet; thence s 13"59141" w j2.r5 reet; thence s ii.o}sa,,w 74.08 feer;thence along a curve to the left with an arc length of74.49 feet, a radius of27g.5l feet, a centralangle of r5'16'10', a chord bearing of s 09"t5,33,, w, u.l.ra i."eii "r 74.27 feet,rhence S01" 47'28,' W 7l . j I feet to the poiniof temrinus. County of Garfield State of Colorado TO,f,o GILBERT RAMIREZ 4685 County Road 346 Silt, CO 81652 (970) 625-0357 - Home (970) 625-5097 - Fax Iuly 29,2004 To Whomlt May Concern: I am requesting a Special Use Permit for an Equestrian Training Center for the property described in the attached legal description in Silt, (Garfield County) Colorado. t *iU Ue using the property to train different types of horses for racing. The hours of the intended use will be from 6:00 am to 9:00 pm Sunday through Saturday, and/or on an as needed basis. The types of vehicles that will be accesiing this property will be automobiles (cars, trucks, etc.), horse trailers of all sizes, construction trucks for purposes ofmaintenance ofthe land (on an as needed basis). I do anticipate the number ofvehicles to access the property will increase during the weekend due to horse owners holding competitions between their horses. I would anticipate up to (but not limited to) 100 vehicles on Saturday and/or Sunday. To date, there are currently no buildings or structures on the property. I anticipate placing a shop and a barn with horse stalls. I do plan to have electricity accessing both the shop and the barn. I will be accessing water in compliance to the Well Agreement, which is attached. Ifyou have any further questions or require firrther information, please feel free to contact Arnanda N. Maurer, my attorney, at 970-945-4994 or me at the number above. Sincerely, \ r.t'G'N\^ \\\ J-'-1-z/EE \_/( fr/ ! 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'.Yiiii,.-'--=+, <-.),,r-1- -( it i ^t 1-' /a =+8: 9\ 9r$ -\t -I: = ;:.1'n 6g 3 =qX B ;3sg le a I@=X:@,^oo- - t L : o Y1 m..6. - o _d_H q; a gd[ 3 igS ": ; eo i \ tr, z A < X= O:ai P fis3 1i > E$l * ssi 8.4 9 4 +A: q4d =: ; ,3.P = =#- ru3 +- V 5 =eA B 63 - Fs= ; o@oJ-i(D(o?o @683 f _- oo) oaloC (D CsiPtz=>9l- ol z'o 3lo' iq --)-:=2 * Z- \l*i pl------.-<59 Xls : oi 3lSn= =l . a\t ola2 q8- a f-m of N)F oO n) o n: n DP< .8_ lllo_tt htD F.li= lT]*H.)@ n ll_||3= zo lTl ll5-u 19 t] ll>o =i ll ll-: u o; lJ l,l3z z - ilt iltoni >-o Ul;-lll:- rr^ ll- lll Yn 62z t) lll!; 8Dd lll []u_= e,E I Ii8)- r'!mn ll lln -- ilt ttzz -;- lll ll;= .ai I ll-"2 ilI hl'lr]E)Z -;< lll lll2' o^,> ilt illr3 =5r lll llli; !ei lll llc;q =:H lll llSi ?Z- lll ll*l= 63 lll tllBJ> Ntr il iltD2 (o(, lll lllo lll l1lr > lll lllr n lll lllE2d ilt n8-i ul- tl z xll = ll- h Il: = lt,! r Lloi ; -g 2aT;I $\)tr \)3r a :!o q-o oP a"; o !azo Dl o-to odlo- oo 39 oo o 3 =a =-oooOl oX o-l ofoPc q c*a o\2 o j.o _ oooolofsaa =o{:5o -0a=o C oN =N o o =c o oo g ooo C =lc o oo ooo a noc8cD 6 oL!J 1trrl- \ io)^r a I lA T(-, N oL oN.\5Y *Og o C r o o onoC o \.\ C .l. /I\ I s I ) GILBERT RAMIREZ 4685 Coanty Road 346 Silt, CO 81652 (970) 625-0357 - Home (970) 625-5097 - Fax Jily29,2004 To Whomlt May Concern: I hereby acknowledge that AmandaN. Maurer, Attomey At Law, whose address is, P- O. Box 66, 201 - 14ft Street, Suite 200, Glenwood Springs, CO 81601 and whose phone number is (970) 945-4994, is acting as my agent on my behalf with regards to the matter ofthe Legal Description attached. Sincerely, GILBERT RAMIREZ 4685 County Road 346 silt, co 81652 (970) 625-0357 - Home (970) 625-5097 - Fax Iuly 29,2004 To Whomlt May Concern: I hereby acknowledge that AmandaN. Maurer, Attorney At Law, whose address is, P- O. Box 66, 2Ol - 14ft Street, Suite 200, Glenwood Springs, CO 81601 and whose phone number is (970) 945-4994, is acting as my agent on my behalf with regards to ther matter ofthe Legal Description attached. Sincerely, /Gtlbert Ramirez Properfy Owned within, or about 200 feet of the Ramirez estate. l. Parcel 511:Scott W. and Linda S. Brvndildson 183 Railroad Ave. Rifle, CO 81650-3270 2. Parcel 698,700,704:Specialty Restaurant Corp. 8l9l E. Kaiser Blvd. Anaheim, CA 92808 3. Parcel 666:Manuel Anchondo P.O Box 1461 Basalt CO, 81621 T.G. Land Company, LLC P.O Box 452 Glenwood Springs, CO 81602 Specialty Taverns Inc. 8191 East Kaider Blvd. Anaheim, CA 92808 Public Service Company of Colorado Attn: Property &Local Taxes 1225 17th Streer Ste 400 Denver, CO 80202-5534 4. Parcel 510: MINERAL OWNERS:J. Gentry P.O. Box 1300 Rifle, CO 81650-1300 5. Parcel 686: 6. Parcel I 19: EXHIBI'I A