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HomeMy WebLinkAbout1.0 Application• • OKANELA RANCH 2518 - CR 137 CANNON CREEK GLENWOOD SPRINGS, COLORADO 81602 PROPOSAL FUR SPLCIAL USF PFRMIT RESORT RECEIVED JUN 06 2003 GARFIELD COUNTY 3UtLDING & PLANNING • • • • PROPOSAL FOR SP h;CIAL USE PERMIT RANCH FOR SINGLE FAMILY SPECIAL USE REQUEST 1) The previously owned piece of property known as the Okanela Lodge has been purchased by a family for their personal use. The Okanela "Lodge" has been removed from the property as well as the other buildings on site that were classifying this property as "non -conforming". The new owners of this property are calling it the Okanela Ranch. This ranch is going to be used by the family and friends for their personal use and agriculture. There is not going to be short term or long-term rental on this property. 2) The domestic water that will be used will come from a well placed close to this new structure. All water for irrigation will come from senior water rights. 3) Attached 4) Attached 5) Attached 6) Attached 7) I Peter Knobel acknowledge Okanela Ranch. Signature: glish is working as my agent for 8) There will not be any adtion, . c volume. The owners are extremely inviormetaly consouse and always go beyo d what is called for. They have been working with Bill Johnson and the State Water Board to improve the streams that are on site. In addition to improving the water and streams, the land has been beautified by planting over 1200 trees to date. 9) N/A 10) Included • • GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-countv.com Special Use Permit GENERAL INFORMATION (To be completed by the applicant.) Street Address / General Location of Property: Legal Description: CO f/6 Existing Use & Size of Property in acres: Description of Special Use Requested: 419` fTTefor' ➢ Zone District: Al 4kI f --b ✓ Name of Property Owner (Applicant): 46)G4c. /6.401. / �G • Address: 3 �L ,', l/ Gr ,� irt.4/ Telephone: , -5`/Y- 7.571e City: f / State: GD Zip Code:/,‘.5 7 FAX: l'79 - 7'/ Name of Owner's Re resentative, if any (Attorney, Planner, etc): Address: /Z 1 ,'/D�/7G2j Telephone: 9�o- y�y- 75�JD • City: .// _ State: Co Zip Code: '/6• '7 FAX: STAFF USE ONLY Doc. No.: Date Submitted: TC Date: Planner: Hearing Date: taULUKAUU DIVISION OF WATIIISOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM 818, DENVER, CO 80203 phone — info: (303) 866-3587 main: (303) 866-3581 fax (303) 866-3589 httpi/www.water.state.co.us RESIDENTIAL Note: Also use this form to apply for livestock watering Water Well Permit Application Review instructions on reverse side prior to completing form. The forth must be completed in black ink. Office Use Of, Form GWS -44 (3 1. Applicant Information Name of applicant Peter Knobei C/O Balcomb & Green, P.C., Attn: Scott Balcomb Marone address PO Drawer 790 Cky Glenwood Springs I State j Zip code I CO i 81602 Telephone* (970) 945-6546 2. Type Of Application (check applicable boxes) © Construct new well ❑ Replace existing well ❑ Change source (aquifer) ❑ Other. ❑ Use existing well ❑ Change or increase use ❑ Reapplication (expired permit) 6. Use Of Well (check applicable boxes) See instructions to determine use(s) for which you may qualify O A. Ordinary household use in one single-family dwelling (no outside use) © B. Ordinary household use in 1 to 3 single-family dwellings: Number of dwellings: 3 El Home garden/lawn irrigation, not to exceed one acre: area irrigated 1 0 sq. ft. I@ acre 0 Domestic animal watering — (non-commercial) El C. Livestock watering (on farm/ranch/range/pasture) 7. Well Data (Proposed) Ma,dmum pumping rata I Annual amount b be withdrawn 15 gpm 13.0 - act 3. Refer To (if applicable) Wel permit # NA Water Corot case NA Total depth 100 t Aquifer - feet I Alluvium Designated Basin Determination # i Well name or # NA Bam Welt 8. Water Supplier Is this parcel within boundaries of a water service area? OYES O NC yes, provide name of supplier. 4. Location Of Proposed Well 9. Type Of Sewage System County Garfield NE 1f4ofthe NE 114 Section 1 Township N S Range E or W i Prindpe Meriden 24 1 5 ❑ ID 90 O El 6th Distance ofwell from section Ones (section Ines are typify not property lines) 1253 Ft from ®N ❑ s 1249 Ft from ©E ❑ W For replacement wells only— distance and direction from old well to new well feet direction 181 Septic tank / absorption leach field ❑ Central system: District name: ❑ Vault: Location sewage to be hauled to: ❑ Other (attach copy of engineering design and report) 10. Proposed Well Driller License #(optional): Well location address (t applicable) GPS well location information in UTM format Required settings for GPS units are as follows: Fommat must be UTM Zone must be 13 Units must be Meters Dation must be NAD27 (CONUS) Lkit must be set to true north Were pores averaged? OYES 0 No Northing290650 Easting 4386494 11. Signature Of Applicant(s) Or Authorized Agent The making of false statements herein constitutes perjury in the secan degree, which is punishable as a class 1 misdemeanor pursuant to C.I 24-4-104 (13)(a). 1 have read the statements herein, know the content thereof and st ate that they are true to my knowledge. Sign here o 5. Parcel On Which Well Will Be Located Print name & titre Vate Sie3/ bat1d t' Zones A -00e ty —L App ;cae4 Office Use Only AYou must check and complete one of the following: ❑ Subdivision: Name Lot Block Filing/Unit O County exemption (attach copy of county approval & survey): Name/# Lot # ❑ . Parcel less than 35 acres, not in a subdivision, attach a deed with metes and bounds description recorded prior to June 1, 1972 ❑ Mining daim (attach a copy of the deed or survey): Name/# O Square 40 acre parcel as described in Item 4 ® Parcel of 35 or more acres (auadn a metes and brands description or survey) ❑ Other (attach metes & bounds description or survey and supporting documents) B. # of aces in parcel 40.00 1 C. Are you the owner of this parcel? i YES 0 NO (if no — see instructions) D. Will this be the only well on this parcel? 'RYES 0 NO (if no — fist other wells) E. State Parcel ID# (optional): USGS map name 1 DWR 'nap no. 1 Surface elev. Receipt area only WE WR CWCB TOPO MYLAR SB5 DIV WD BA MD • • • BARN WELL 35 ACRE TRACT A parcel of land situated in the NEVI NE/4, Section 24, Township 5 South, Range 90 West, 6th P.M. and the NW/4 NW%, Section 24, Township 5 South, Range 89 1/2 West, 6th P.M. Commencing at the Northeast corner of Section 24, Township 5 South, Range 90 West, the true point of beginning. Thence North 76° 30' 45" East along the northerly line of Section 24, Township 5 South, Range 891/2 West 304.00 feet; thence South 3° 50' 15" East a distance of 1,346.22 feet, thence South 76° 30' 45" West a distance of 304.00 feet, thence South 86° 9' 45" West a distance of 1,646.80 feet, thence North 44° 5' 55" East 47.21 feet, thence North 48° 45' 6" East, 158.43 feet, thence North 60° 37' 48" East, 259.42 feet, thence North 54° 35' 32" East, 90.91 feet, thence North 37° 38' 21" East, 57.04 feet, thence North 41° 3' 10" East, 63.81 feet, thence North 48° 13' 20" East, 98.19 feet, thence North 43° 45' 1" East, 60.94 feet, thence North 39° 16' 41" East, 248.17 feet, thence North 49° 41' 16" East, 60.46 feet, thence North 46° 30' 20" East, 42.30 feet, thence North 32° 54' 50" East, 201.37 feet, thence North 37° 40' 17" East, 92.53 feet, thence North 40 35' 00" East, 80.15 feet, thence North 350 20' 33" East, 145.86 feet, thence North 19° 46' 46" East, 118.05 feet, thence North 4° 12' 59" East, 3,8.57 feet, thence North 18° 1'.28" East, 85.92 feet, thence North 26° 23' 42" East, 13.27 feet, thence North 88° 41' 19" East, 297.39 feet, to the True Point of Beginning. E:\Client\967\Iegals 967.doc • • • MAY 09 2002 4:OOPM H�HSERJET 3200 May 09 03 03:16p En h i, Associates 97047911 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT ,FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and 12K4.4,0-A,retife,i/ 44V/2_,<- (hereinafter APPLICANT) agree as follows_ Xtbefc. 1. APPLICANT has submitted to COUNTY an application for flees$r7 (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. Date: S 9-a3 B/R Print Nome Marling Address: 3% F./ C.57.7. Page 4 GARFIELD COUNTY 9703843470 OS/07/03 02:13pm P. 002 • • 2.02.40 Off -Street Parkin : An area maintained on the lot in an accessible and unobstructed condition for parking of automobiles by the residents, visitors, employees and customers of uses occupying the lot and shall be a minimum of two hundred, (200) square feet. 2.02.402 Otherwise Developable Land: In this context, land remaining in two (2) acre sized legal lot configurations atter a yield determination based on a Yield Plan, and in addition all land which would be allowed for internal roads. Specifically excluded are all lands with slopes in excess of 40%, defined hazard areas deemed undevelopable, flood plain, and riparian areas not included in otherwise allowable two (2) acre lot configurations. (2003-17) 2.02.405 Park, Commercial: A structure or a group of structures whose use shall be limited by special use permit to specified uses involving sales or services and otherwise permitted by n t, conditional. usc or special use within the zone district in which the structure of group o structures is to be located. (A. 80-1.30) • 2.02.41 Park: Land retained in an open condition for recreational use; it may be unproved with. playground apparatus, tennis courts, golf courses (with or without a clubhouse), picnic areas, riding or hiking trails and similar facilities; all facilities shall be built and maintained either by a unit of government, by a nonprofit corporation or by private interests as part of a larger subdivision or development of land for use by the inhabitants thereof; ownership of the land may be deeded or reserved to a property owners' association or may be dedicated to th.e public. 2.02.42 Permit: An instrument in writing issued by th.e Building Official permitting a specific usc of lands which are subject to regulation under this Resolution, and setting forth any conditions to which such use is subject. 2.02.43 Plannin> Director: The Planning Director designated by the County Commissioners to assist the County Planning Commission and the County Commissioners with the administration of the state and county land, use regulations. 2.02.44 Processing: Sec Section 2.02.31(2). (A. 80-180) 2.02.445 Public Gathering: An activity (inclu.ding a meeting, assemblage, or gatheringof persons) open to members of the public, for which attendance is anticipated to exceed five hundred (500) persons, and. which may reasonably be anticipated to .interfere with the use and enjoynaent of the property of landowners adjacent to the site -of the proposed activity, or which may constitute a general nuisance, unless properly regulated, including the place, time and manner in which such activity takes places may be permitted. (A. 79-132) 2.02.446 Recreational Support Facilites: Those facilities used exclusively for the preparation, maintenance and storage of equipment used in recreational activities; business operations and nonresidential shelter facilities for persons engaged in said activities. (A. 81-263) 2.02.447 Repair: See Section 2.02,31 (5). (A. 80-180) • 2.02.448 Resort: Dude ranch or guest ranch; hunting or fishing camp, cross-country or trail skiing lodge (any of which shall not exceed twelve (12) dwelling units or forty-eight (48) beds or visitor capacity), land used for the purpose of recreation, which provides lodging, recreational activities, dining facilities, commissary and other needs operated on the site for guests or members. (A. 81-145; 81-263) 2.02.449 Resource Land District Definitions: (1) Plateau: the rolling lands of the higher elevation in resource land districts and generally found above the escarpment. (2) Escarpment: the fixed bedrock forming vertical or near vertical parts of the canyon walls. (3) Talus slopes: loose deposits of .rock debris accumulated at the base of talus slopes in the lower valley floor. Account: R040356 Tax Year: 2003 Parcel: 212325100957 Mill Levy: 61.281000 Estimated Tax: 80.28 * This Mill Levy is from the most recent tax roll Account Type: Version: Area ID: APR District: Status: BUREAU OF LAND MANAGEMENT PO BOX 1009 GLENWOOD SPGS, CO 81602-1009 NEW CASTLE Assesment_Information 20030407000 004 A DESC: 5-891/2 SEC.24 LOT 4, SEC.25 LOTS 1-4, SEC.36 LOTS DESC: 1-3, 5-90 SEC.24 W2SE,SESE, SEC.25 E2,SENW,NESW, DESC: SEC.36 NENE. 4,500 0 4,500 1,310 0 1,310 4,500 0 4,500 1,310 0 1,310 0 749.770 0 0 749.770 0 0 0 Garfield County • Improvements Exempt 1 Account: R040362 Tax Year: 2003 Parcel: 212324200152 Mill Levy: 61.474000 Estimated Tax: 6,007.85 * This Mill Levy is from the most recent tax roll Account Type: Version: Area ID: APR District: Status: 20030407000 008 A WATERSTONE CANYON, LTD 3090 GRANDVIEW ST CANON CITY, CO 81212 EAST OF NEW CASTLE Assessme ntin form ati o n •TaxYear: 2003 Land SECT,TWN,RNG:24-5-90 DESC: A TR. IN THE E2 OF THE NW4 CONT. 11.882 AC. AKA PARCEL 1 GLAS EXEMPTION. ALSO A TR OF LAND CONT. 14.283 AC AS DESC IN BK 1286 P435 BLA. ALSO ATR OF LAND CONT 1.143 AC AS DESC IN BK 1329 PG 109 & BK 1329 PG 110 BLA. BK:1329 PG:845 BK:0999 PG:0266 BK:0803 PG:0880 BK:0732 PG:0759 BK:1329 PG:110 RECPT:597278 BK:1329 PG:109 RECPT:597577 BK:1329 PG:108 RECPT:597276 BK:1286 PG:435 RECPT:588218 BK:1279 PG:563 RECPT:583895 BK:1279 PG:560 RECPT:586894 BK:1024 PG:0023 BK:0734 PG:0256 PRE: R040305 Actu provemen[s Exempt Total ax Year. 2002 337,000 0 Assessed 1 UARE FEET Acres L Taxable 97,730 0 337,000 97,730 0 25.024 0 97,730 Land • Total 250,000 72,500 0 0 0 25.024 0 250,000 72,500 72,500 Garfield County Account: R040382 Tax Year: 2003 Parcel: 212324200171 Mill Levy: 61.281000 Estimated Tax: 4,442.87 * This Mill Levy is from the most recent tax roll Account Type: Version: Area ID: APR District: Status: HOLM, SCOTT A. & PAMELA J. 3745 DREXEL CT. FAGAN, MN 55123 NEW CASTLE81647 sment infonmatio 20030407000 004 A SECT,TWN,RNG:24-5-90 DESC: A PCL IN THE E2NW & NE4 CONT 121.902 AC. EXCEPT 35 AC AS DESC IN BK 1116 PG 415. EXCEPT A TR CONT 35.001 AC AS DESC IN BK 1190 PGS 668-671 AKA PARCEL C. EXCEPT A TR OF LAND CONT. 14.283 AC AS DESC IN BK 1286 PG 435 BLA. EXCEPT A TR OF LAND CONT. 4.164 AC AS DESC IN BK 1329 PG105, ALSO A TR OF LAND CONT 2.685 AC AS DESC IN BK 1329 PG 106, EXCEPT A TR OF LAND CONT 1.142 AC AS DESC IN BK 1329 PG 108, ALL DESC IN BLA IN BK 1329 PG 110. BK:1329 PG:110 RECPT:597278 BK:1329 PG:108 RECPT:597276 BK:1329 PG:106 RECPT:597275 BK:1329 PG:105 RECPT:597274 BK:1286 PG:435 RECPT:588218 BK:1279 PG:563 RECPT:586895 BK:1279 PG:560 RECPT:586894 ow. 4 n7r ne..0'7A nr/'nr.rnrnnn nv.4 n"fc n/s.oOL` 250,000 0 250,000 • 180,000 0 180,000 72,500 0 72,500 52,200 0 52,200 0 34.997 0 72,500 0 34.997 0 52,200 Garfield County 002425 137 COUNTY RD NEW CASTLE81647 Assessmentinformation------ Account: R006182 Tax Year: 2003 Parcel: 212324200176 Mill Levy: 61.281000 Estimated Tax: 5,331.45 * This Mill Levy is from the most recent tax roll Account Type: Version: Area ID: APR District: Status: ODDO, ROBERT A & HILLERY S 2425 COUNTY ROAD 137 GLENWOOD SPGS, CO 81601 Garfield County • 300,000 0 300,000 275,000 0 275,000 20030407000 004 A SECT,TWN,RNG:24-5-90 DESC: CONT 35.001 AC. AKA PARCEL RECPT:591128 BK:1190 PG:672 PG:668 RECPT:564443 BK:1116 BK:1109 PG:288 RECPT:538813 A TR IN THE E2NW4 & NE4 C. BK:1299 PG:695 RECPT:564444 BK:1190 PG:401 RECPT:540841 PRE: R040382 87,000 0 87,000 79,750 0 79,750 0 35.001 0 87,000 0 35.001 0 79,750 Account: R005344 Tax Year: 2003 Parcel: 212324100173 Mill Levy: 61.281000 Estimated Tax: 2,677.37 * This Mill Levy is from the most recent tax roll Account Type: Version: Area ID: APR District: Status: BULLOCK, WILLIAM E. & JILL L. 401 27TH STREET STE 100 GLENWOOD SPRINGS, CO 81601 002413 137 COUNTY RD GLENWOOD SPRINGS81601 Assessment Information • Garfield County • 300,000 248,810 548,810 275,000 251,320 526,320 20030407000 004 A SECT,TWN,RNG:24-5-90 DESC: A PCL IN THE E2NW & NE4 CONT 35.0 AC BK:999 PG:266 BK:803 PG:880 BK:734 PG:256 BK:732 PG:259 BK:1116 PG:401 BK:1109 PG:288 BK:1053 PG:898 BK:1116 PG:415 RECPT:540843 PRE:R040382 23,880 19,810 43,690 25,160 23,000 48,160 0 35.000 0 43,690 0 35.000 0 48,160 002068 137 COUNTY RD GLENWOOD SPRINGS81601 Assessment Information -- Account: R040371 Tax Year: 2003 Parcel: 212324300158 Mill Levy: 61.474000 Estimated Tax: 2,495.84 * This Mill Levy is from the most recent tax roll Account Type: Version: Area ID: APR District: Status: TANKERSLEY,TERRELL H. & PATRICIA S. (JT) C/O AMERIVEN POUCH P.O. BOX 5095 BELLAIRE, TX 77402 20030407000 008 A SECT,TWN,RNG:24-5-90 DESC: A TR. IN THE SW4 OF SEC. 24 CONT. 12.572 AC. ALSO, A TR CONT 3.431 AC AS DESC IN 1111/553. AKA PARCEL 1 SIMMONS SUB -DIV EXEMPTION. BK:1329 PG:854 BK:0980 PG:0552 BK:0938 PG:0689 BK:1384 PG:905 RECPT:610375 BK:1384 PG:903 RECPT:610374 BK:1111 PG:553 RECPT:539374 BK:1111 PG:548 RECPT:539373 BK:1109 PG:114 RECPT:538766 BK:1034 PG:0515 BK:0895 PG:0534 PRE:R040312 • 310,000 200,000 510,000 175,000 0 175,000 24,680 15,920 40,600 50,750 0 50,750 0 16.003 0 40,600 0 16.003 0 50,750 Garfield County Account: R030058 Tax Year: 2003 Parcel: 211907300002 Mill Levy: 52.463000 Estimated Tax: 509.42 * This Mill Levy is from the most recent tax roll Account Type: Version: Area ID: APR District: Status: JOLLEY, M. CARTER, JR. 717 COOPER AVE GLENWOOD SPGS, CO 81601-3425 TWN 5 RGE 89 SEC 7 Assess formation 12,160 75,950 88,110 12,160 63,140 75,300 20030407000 003 A SECT,TWN,RNG:7-5-89 DESC: SEC. 6 LOTS 5(34.18A),6(34.31A),8(34.94A),9(35.67A DESC: 10(36.4A),SENW,E1/2SW. SEC 7 LOTS1(37.1A),2(37.78A DESC: 3(38.46A),4(35.79A),5(36.62A),E1/2NW,NESW. DESC: SEC. 18 LOTS 1(40.24A),4(39.84A),E1/2NW. DESC: LOTS 1(41.72A),2(42.04A),3(43.75A),4(45.29A) SECT,TWN,RNG:13-5-90 DESC: E1/2NE BK:0492 PG:0568 BK:0918 PG:0742 3,520 6,190 9,710 3,520 5,880 9,400 0 1,014.130 0 0 1,014.130 0 9,710 9,400 Garfield County • Jun 23 03 10:15a English & Associates • English And Associate, LTD • 12VaiRoadSulie700 Va1Cpbracio81657 • • June 23, 2003 108 801 Street, Suite 201 Glenwood Springs, Colorado 81601 Dear Fred Jarman: 9704797501 • In response to your letter dated June 17" and our phone conversation today, I'm writing to you to address your issues. The use of the 536 -acre property purchased by the Knobel family is for personal use only. Currently, the property has been cleaned up with all the old non -conforming buildings removed except for one very old 240 square foot cabin. A building permit has been issued for a three- story barn with the third floor currently approved for storage. The Knobel family is requesting the approval of this special use permit so they can finish the third floor with hvable space. This space is to accommodate friends and family when they come to the property to visit. They are proposing the space to be finished with five bedrooms. a library, kitchen and living room. There is not going to be any commercial use out of the barn and therefore for there will be no additional vehicle traffic. There will be no need for signage and no hours of business since this is not a commercial operation. There will be no proposed structures to be used in conjunction with the bam other than the pnmary living structure that will be built on the footprint of the old main house and a proposed 1500 sq. ft. accessory dwelling unit. There does exist power and utilities on site that was used for the old buildings, it will be converted and relocated closer on site to the new buildings. 2. The type of wastewater treatment is to be an engineered designed septic system. The Knobels have applied for a well permit to be used exclusively at the bam location. Two existing well's will service the primary structure and accessory dwelling unit. 3. See attached 4. 1 met with Garfield County Assessors office to obtan mineral rights of the subject property. They informed me that they did not have any records for this subject property. All the adjacent property owners and their addresses from the Assessors Office have been submitted. If you need more information, please let me know. 5. See attached 6. Section 5.03 i. N/A ii. Garfield County Road and Bridge has met on site and do not have an issues. As we left it, they were going to call Garfield County Building Deportment and let them know this. The neighborhood character has been nothing but improved with the removal of many old non -conforming buildings. Over 1500 spruce trees have been purchased and in the process of being planted to screen the road from the property. Access p.2 Jun 23 03 10:15a English & Associates • 9704797501 111 • Page 2 June 23, 2003 • points will be modernity ht at two entry gates with no signage other than address markers. 7. Please let me know if this is the information you are looking for. Sincerely, Michael English English And Associates. LTD • • p.3 Jun 23 03 10:15a • • • EnClish . 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WAII0adVi `� Jun 23 03 10:14a English & Associates 12 Vail Road, Sudo 700 Vail, Colorado 81657 Phone 970-4717500 Fax 970-479-7501 Fax r RECEIVE 9704791 English & Associates, LTD JUN 2 3 7003 GARFIELD COUNTY BUILDING & PLANNING To: Fred Jarman From: Michael English Fax: 970-384-3470 Pages: 4 Phone: 970-945-8212 Date: 6/23/2003 Re: Resort Permit CC: Peter Knobel 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle • Comments: • p.1 • • RECEIVED JUL 08 2003 GARFtELU COUNTY 9UILDING & PLANNING TO: ATTN: FROM: ITEMS: Letter of Transmittal English & Associates, LTD PO Box 2395, Edwards CO 81632 Phone 970-479-7500 Fax 970-479-7501 Garfield County Fred Jarman Michael English Date: July 7, 2003 RE: Okanela Ranch VIA: Hand Delivered Two topographic survey of Okanela Ranch in Glenwood Springs showing proposed new buildings. Two packets of information regarding water usage and water rights. Two packets of information regarding the current water wells and proposed water wells. Remarks: Fred, Please call me when you receive this and we can review it together. You can reach me at 970-479-7500 Sincerely, ael _ nglish English & Associates, LTD 1 2 D( SF ,0.01 m 17 cotca co 't3 Cr) `V L) ND 5: CAD • • 5 5 5 5 5 5 2 $ ®®®® ®®®® o Us 6 5 5 5 5 5 11R - Adjoining 2119 2125-124-00-12: 2125-122_0-084 OPPrlks ,;(7.13611Villag , ,,, -,®lo .. t �1 `1�, ,, �4`i %�1 V '= '1. �i�1\�1� \eA !%-:- ''''1/4 ,,,•. ti1k s x © m .\.\\\Ik''\* : wwwawaw.•-♦�• i \0 _ v....141-,)� It - 9 � ► i • ♦•��w�♦D • • Virg. ••••••• re�,� a. • • re\ o . •,.„. P4 •li• Uo r: • ♦ ♦ F a►..�e..0, 4� 'VOW*• ►� i, ...J: ; i� ilan r♦ :t r♦F�01 A ♦ 0 10 s F S j,♦•.*•••4.r♦ ••.•••.•...•• i.I� ®i ► 2 -SF i fr it ® :• t•• ` z.; ► e . G ♦ JJs �.! . r• e r♦ j � ri $ \ a 5// ►• • ♦ N f 4. • • • ♦O S ..•.•....A.' 191 ♦fes tt ►!ww•�AA��♦J sa... ww•�i S ��.w•♦ • • IN 4 w F e♦ z -pts F) �s r• O f1 e• • • ♦ • 'Im OC �. 1 m.. . 41 li ,00e ii•..wf♦ i • • 4i.4•• Pi �;\ ��� ICI •• wwwwww..ww......w..u..... •� ... J.•1 _ ( i Illginr i. •.w• �•.� • • to M� p1��1�'�"n4� r• • • • N ♦ • r .♦ I. 11-� •♦ i N • N f.w.. �j N O r1 ���♦Ja ...www�� ,, JJ J♦ R 90v - R90 W.-"'a�...7'R• R.09 1/2 W���p�♦♦♦♦ N - - ,.i • w + e4 - V' >C : 2119-013-00-002 G -F ., • III�III• .• A �t < �� 5 5 5 5 5 5 2 $ ®®®® ®®®® o Us 6 5 5 5 5 5 11R - Adjoining 2119 • • • b 68 A m SPECIAL USE GARFIELD COUNTY. COLORADO ENGLISH AND ASSOCIATES, LTD. 12 VAIL ROAD - SUITE 700 VAL, COLORADO HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVBAIE STE 101 14 !NHNE88 OWE EAST, STE. D136 O1.ENWOOD SPRINGS, CO 81601 EWL ENIOOO, CO 8062 P111970) 945-8676 1111(300) 925-0644 PX(970) 946-2665 FX(000) 925-0647 DES. NO. DATE REVISION BY DR. HMS CK. 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I,Jj > ZZZZ a a a a ZZZZZ a a a a a Z a Z a Z a ROOM NAME ENTRY HALL GARAGE MECHANICAL ROOM] COMFY ROOM BATHROOM TACK ROOM EQUESTRIAN CORRIDOR STALL 1 STALL 2 STALL 3 STALL 4 STALL 5 ROOM # I 00®®®®®00®®® ® ® ® ® ® ® ® ® o 0 c ROOM SCHEDULE J > 0 a 3 0 J a 3 0 J a 3 0 J s 0 J a 3 0 -1 a 3 0 J a' 3 0 J a 3 0 J CC 3 0 J CC 3 0 J CC •. • 3 0 J ROOM NAME GARAGE & EQUIPMENT 0 a in N BATHROOM 1 CORRIDOR STUDIO 2 BATHROOM 2 LAUNDRY ROOT & HERB CELLAR HAY STORAGE WELDING & REPAIR SHOP WOODW RI IN HaF� POWDER ROOM O O ® ® ® ® ® ® ® ® o 0 c 2 ¢Z Z a 6 p Eo wcc wg 8 o o jo n cc L >- 0 egg 8 1 1 • • • S 88'41'19" W Z C4 2220.44' P.0.8. COR SEC 24 87 8LM ALUM CAP 60.00' ROAD EASEMENT )6.0'IF�/i /4/ ,r� (�/iiilrl� , �71, 11414r �i�/p� —t'A S1,Ariit • !. 05 �_. 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HOT. - HAY STORAGE CLG. HGT VARIES ROOT 61W LIAR CLO. HGT. VARIES 1 i N Ei 6. 3 — 3I 55515 6 EOXOEW 14' 1 3/8. CLO. Fig!. ROOM ROOM FINISH SCHEDULE- LOWER & MAIN LEVELS 3/4' RUBBER STALL MATS 3/4' RUBBER STALL MATS 6 3/4" RUBBER STALL MATS 3/4. RUBBER STALL MATS 6m CONCRETE SLAB BUTT SANDSTONE HARDWOOD FLOOR 1 CONCRETE SUB ROUGH CONCRETE SLAB ROUGH EXPOSED STRUCTURE CONCRETE SLAB PAINTED s 8 FLOOR I CELL ROUGH ROUGH EXPOSED STRUCTURE 0 5/8" GYPSUM BOARD g 5/8" GYPSUM BOARD 15/e GYPSUM BOARD EXPOSED STRUCTURE EXPOSED STRUCTURE 5/8" GYPSUM BOARD 5/8' GYPSUM BOARD oS 5/8' GYPSUM BOARD 0gS EXPOSED STRUCTURE SKIM COAT / PTD SKIM COAT / PTD. COLOR T.B.D. SKIM COAT / PTD. COLOR T.B.D. SKIM COAT / PTD. COLOR T.B.D. SKIM COAT / PTD. COLOR T.B.D. SKIM COAT / PTD. ISKIM COAT / PTD. SKIM COAT / PTD. SKIM COAT / PTD. SKIM COAT / PTD... SKIM COAT / PTD. BASE !- COLOR T.B.O. SKIM COAT / PTD. COLOR T.B.D. SKIM COAL / PTD. BASE /- COLOR T.D.D. SKIM COAT / PTD. BASE /- COLOR 1.B.D. SKIM COAT / PTD. SKIM COAT / PID. BASE !- COLOR T.B-D_ o g SKIM COAT / 01O. 3 1- r m SEE WALLS ABV. SEE WALLS ABV SEE WALLS ABV. m o SCE WALLS ABV. SEE WALLS ABV. SEE WALLS ABV. c4 SEE WALLS ABV. WALLS BELOW CHAIR RAIL I WALLS ABOVE CHAIR RAIL I PANEL MLDG. ENTABLATURE I CROWN i PWA( WOOD(258 TIMBER) STEEL FRAME PARTITION. iiik PWM W005(208 TIMBER) STEEL FRAVE PARTITION. PLANK WOOD(208 TIMBER) STEEL FRAME PARTITION. igAg 5 m I A v 0 C.M.U. WALL -- g CM.U./ CONCRETE - WALL. AND PLANKED WOOD PARTITIONS 5/ WOOD FRAME GLASS WALL CONCRETE WALL. AND PLANKED *000 SKIM COAT / PTO. PARTITIONS W/ WOOD FRAME GLASS WALL COLOR T.8.D. g '- v g ti ti v v IC M U. / CONCRETE WALL SKIM COAT / PTD. SKIM COAT / PTD. COLOR T.B.D. COLOR T.B.D. SKIM COAT / PTD. COLOR T.B.D. ICOLOR T.B.D. G SKIM COAT / PTD. o SKIM COAT / PTD. SKIM COAT / PTD. L COLOR T.B.D. --- SKIM COAT / PTD. _ O SKIM COAT / PTD. no SKIM COAT / PTD. 0 _ o G13 / 1.803 WIO15 ICOLOR T.8.5. x ; SKIM COAT / P11 a 5100 COAT / PTD. 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SKIM COAL / PTD. 12 g SKIM COAT / PTD. COLOR T.B.D. g R ABV ST1YM 33S [ SEE WALLS ABV. SEE WALLS ABV. SEE WALLS ABV. SEE WALLS ABV. WALLS BELOW CHAIR RAIL 208 TIMBER SIDING L 2X8 TIMBER SIDING AT EXTERIOR WALLS. I/2' GYPSUM BOARD AT PARTITIONS 268 TIMBER SIDING Al EXTERIOR WALLS. 1/2 GYPSUM BOARD AT P.4R1IT10N5. CZ i. ! i 1 /2' GYPSUM BOARD 288 TIMBER SIDING AT EXTERIOR WALLS. 1/2' GYPSUM BOARD Al PARTITIONS 288 TIMBER SIDING AT EXTERIOR WALLS. 1/2' GYPSUM BOARD AT PARTITIONS. 1/2' GYPSUM BOARD ISA 3 WALLS ABOVE CHAIR RAIL C010R T.B.D. g g P. 2 g SKIM COAT / PTD. g SKIM COAT / PTD. SKIM COAT / PTD. 8 g SKIM COAT / P1D. g'9 g 9 g COLOR 18.0 SKIM COAL / PID. SKIM COAT / PTD. COLOR T.B.C. COLOR T.B.D. SKIM COAT / PTD. PANEL MLDG. ENTABLATURE l 1 , VI g T.B.D. COLOR T.B.D. COLOR TE.D. T.B.D. COLOR T.B.D. T.B.D. COLOR TRIM FINISH 20 MAY 2003 ROOM FINISH SCHEDULE r =z Q�2 �p Flee q� 5i • • • 0 ,t m o n m s i gg A g r+rppr i N N N ..N r W F�Fi,� IA -g ill 1 r PP iil q/ , , H 1 , 11 jif - H li 8 X158 11 5 1/ 11 5g 1 g� 1 1i! Sg ;gl Sg I Pig! S€ P §! ge 11 ; 5! �a Ili Ph! HEADER/HEIGHT [ is p Sa cow !! 98 1,1 tljyIx 9!9 N; 115 GI 3! Nil 15 tlGtdltldtlPldCG 4!3!4!!!4!! ®?355e99R62Ig�:31NIIIIPoPJ piiir i G4=5 !!!!!!3!9!3!4 inir MEM a ^ 1 441 Wig WI/ 1111* 0i111 WI. Apls 101! 0i115 gi;11 Oiill . 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Staff has completed a Technical Compliance review of your application, and has found it to be in Technical Compliance as a result of the addition information you sent to our office on July 8, 2003 Staff has scheduled your request to be heard by the Board of County Commissioners as a public hearing on their regularly scheduled meeting date of Tuesday, September 2"d, 2003 at 1:15 PM. I have included the public notice form which you are required to mail and publish according to the language below. In addition, I have placed a completed poster sign for you to pick up at out office at the front counter. You will post this sign at the property according to the language below regarding posting notice. Please submit 10 copies of all the information you provided to Staff in your application so that we may provide them to referral agencies and the Board of County Commissioners for their review. Staff will need to have these copies as soon as possible following your receipt of this letter. The Applicant shall be solely responsible for the publication, posting and mailing of all notices and shall present proof of publication and mailing at or before the meeting. If correct noticing requirements have not been met, the meetings cannot be held. Notice for the meeting shall be given as follows: 1) Notice by publication, including the name of the applicant, description of the subject lot, a description of the proposed use and nature of the hearing, and the date, time and place for the hearing shall be given once in a newspaper of general circulation in that portion of the County in which the subject property is located at least thirty (30) but not more than sixty (60) days 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 1 1 1 1 1 N 1 f 1 1 1 1 I 1� 1 (60) days prior to the date of such hearing, and proof of publication shall be presented at hearing by the applicant. 2) Notice by mail, containing information as described under paragraph (1) above, shall he mailed to all owners of record as shown in the County Assessor's Office of lots within two hundred feet (200') of the subject lot and to all owners of mineral interest in the subject property at least thirty (30) but not more than sixty (60) days prior to such hearing time by certified return receipt mail, and receipts shall be presented at the hearing by the applicant. 3) The site shall be posted such that the notice is clearly and conspicuously visible from a public right-of-way, with notice signs provided by the Planning Department. The posting must take place at least thirty (30) but not more than sixty (60) days prior to the hearing date and is the sole responsibility of the applicant to post the notice, and ensure that if remains posted until and during the date of the hearing. The public hearing will be held at the Garfield County Plaza Building in the Commissioners Room on the first floor. The address is 108 8th Street, Glenwood Springs, Colorado 81601. Very truly yours, 970.945.8212 Enc. Public Notice to be mailed and published ..... .,� �...,c o: uurn nr Lt1tKJtT 3200 EXHIBIT A RANGE 89 WEST OS HE SIXTR SECTION 19; LOTS 3 ANDN 4, NEl/4Sw1/IN]7 44,w1% fw1144,1114118RIDIAR TOWNSHIP 5 SOUTH, RANGE 89 1/2 NEST OF THE 8IXTN PRINCIPAL IIBRTDIAN / SECTION 24: SATS 1 Atm 3 �/ T019NSEIP 5 MITA, RANGE 90 MIST 07 TSE SIXIR PRINCIPAL 10371DIAN A PARCEL 07 LAND SITUATED IN TRE 8111/431111/4, 771/4 AND TBE 3E1/48E1/4 OF II SECTION 24, TOIINS777 5 SOUTH, RANGE 90 191131 OF TSE 6TH PRINCIPAL NERIDIAlr, COMAE OF GARFIELD, STATE OF COLORADO; SAID PARCEL 07 LAND DICING MOVE PRATICULARLY DESCRIBED AS roman: II C01prI1CING AT TEE NORTNEAST CORNER OF SECTIO, 3 71.11 5015' ump= CAP Pfa700oNG TEE IN PLACE, THE TRUE POINT 07 BEGINNINGS THENCE N 03 EASTERLY LIN1 07 SAID SECTION 24 2633. 12 FEET TO THE BAHT QUARTER CONNIE, A sus ALUIQNUW CAP 70Ufm 371 PLACE; TERME CONTINUING AL0NG SAIDIA ATERLYY LINE ON 243 04 DEGREES 14' 02* E 1313.02 FEET TO TER SOUTH SIXTN= CORNER S SECTIII TOWNSHIP 5 SOUTH, RANGE 90 WEST AND 37CTI031 24, T0197SHIP 5 SOUTH, RANGE 89 MST, ABM ALUMINUM( CAP FOUND IN MACS; Tux=Lamm SAID EASTERLY LINE S Be DEGREES 39' 08■ w ALONG THE 50UTBRRLY LINE OF THE 31111/40E1/4 1319.11 FEET TO THE SOUTHEAST SIXTSBNTH CORNER, ABLE ALUMINUM( CAP FOUND IN PLACE; TSENCE N 03 D86REE8 13' 05' w /L030 THE ME5TERL7 LIlO1 Or SAID NE1/4011/4 1312.42 FEAT TO II THE EAST -CENTER SIXTEENTH CORNER; A BLit ALUMINUM CAP FOUND IN PLACE; THENCE 8 88 DECRIES 37' 27' 19 ALONG THE SOUT7SRLY LINE OF THE NORTHEAST QUARTER 1296.50 FEET TO TEs CENTER QUARTER CORNER 07 SECTION 24, A ALM( ALUMINUM( CAP 70075 IN PLACE) TEINCE N 02 =GNUS 12' 57' M ALONG TEE NOATE-SOUTH CENTRRI.INR OF SAID (DICTION 24 A DISTANCE OF 17.41 FEET TO A POINT ON 711 EAS17ELY RImT-0F-lU1Y Or II COUNTY ROAD NO. 137; THENCE LEAVING SAID MONTI-SOUTH CENTERLINE THE FOLLOWING 8EVB711177 (17) COURSES ALONG SAID RIGHT -07 -MAY: j 1) ALONG TSB ARC OF A CURVE TO TBE RIGHT HAVING A RADIUS OF 240.00 FEET AND A `•' CENTRAL ANG1.31 OF 12 DEGREES 18. 25', A DISTANCE 07 51.55 =ET (CHORD BEARS S 68 11110 2) 5 80 51' 32■ 19 51.45 FEET) 2) S 80 DEGREES 08' 25' w A DISTANCE OF 42.91 FEET 3) ALONG THE ARC OF A CURVE TO TSE RIGHT SAVING A RADIUS OF 285.00 FEET AND A CENTRAL 370111 Or 38 DEGREE. 16. 20', A DISTANCE OF 190.37 FEET (CHORD BEARS N 75 =GEM 35' 43' 19 186.85 FEET) 4) N 56 DEGR778 27' 33* w A DISTANCE OF 91.98 FEET 5) ALONG THE ARC OF A CURVE TO TAX LEFT HAVING A RADIUS 07 529.82 FEET AND A CENTRAL ANGLE OF 18 DEGREES 40' 12' A 510774 C7 Or 172.64 FEET (CHORD BEARS N 65 DEGREES 47' 39. 19 171.88 FEET) 6) N 75 DEGREES 07. 45' w A DISTANCE Or 53.59 7771 7)ALONG TER ARC OF A CURVE TO TER RIGHT BASING A RADIUS OF 196.90 FRET AND A CENTRAL ANGL1 OF 40 DEGREES 09' 19', A DISTANCE OF 138.00 FEET (CHORD BEARS s 55 DEGREES 03' 06' 19 135.19 FEET) 8) N 34 DEGREES 58' 25■ 19 A DISTANCE Or 58.31 FRIT 9) ALONG THE ARC OF A CURVE TO TSN LEFT HAVING A RADION O7 27.50 r1BT AND A CENTRAL ANGLE OF 64 DEGREES 56' 12', A DISTANCE OF 31.17 FEET (CHORD BEARS N 67 51107 118 26' 31' 19 29.53 FEET) TO THS CENTERLINE OF CANYON CREEK 10) ALONG SAID CURVE TO THE LEFT HAVING A RADIUS O7 27.50 FEET AND A CENTRAS. ANGLE OF 81 DEGREES 13. 03', A DISTANCE OF 38.98 FRET (MORD BEARS 0 39 DEGREES 11 28' 52' w 35.80 FEET) 11) 8 01 5707.718 07' 41* 8 A, OMAN= OF 62.96 7177 12) ALONG THE AMC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 351.17 FEET AND A CENTRAL ANGLE OF 16 DEGREES 27' 36', A DIST]WCE OF 100.88 FEET (CHORD BEARS S D7 D7GIERS 06' 07' w 100.54 FEET) 13) S 15 DIGRESS 19' 55' w A DIBTAICE OF 114.80 FEET �-/ 14) ALONG TEE ARC OF A CURVE TO THE RIGHT HAVING A 117452118 OF 85.65 PIET AND A CENTRAL ANGLE Or 87 DEGREES 21' 16*, A DISTANCE OF 130.58 FEET (CHORD BEARS S 59 DIGRESS 00' 33* 19 118.30 FEET) II 15) N 77 DEGRE85 18' 49* w A DISTANCE OF 25.43 PEST 16) ALONG THS AAC OP A CURV5 TO TEN LIFT HAVING A RADIUS OF 167.00 FEST AND A CENTRAL ANGLE OF 46 DEGR1RS 06' 36', A DISTANCE Or 134.40 FEET (CHORD BEARS 3 79 DEGREES 37' 53' w 130.80 FEET) 17) N 56 DIGRESS 34' 36■ 19 A DISTANCE OF 28.16 7EET TO A POINT ON THI SOUTHERLY II 0.231720 1 p.1 ... •-...,•-....a.- . QC-.,., EXHIBIT A 30t1NDARY OF SAID SE1/41W1/4, mows LEAVING SAID RIGHT -O? -VERY S 88 moms 37' 05* W ALONG TES SOUTHERLY' LINE OF THE SE1/4NW1/4 113.09 FEET TO A POINT IN THE WESTERLY 9105T -OF -WAY OF COUNTY ROAD NO. 1371 THENCE LEAVING SAID SOUTHERLY LINE THE 7OLL07EZNG FORTY 151361 (43) COURSES ALONG SAID WESTERLY LINE. 1) N 56 DINNEEN 34' 360 E 124.02 ?SET 2)ALON0 THE ARC OF A CURVE TO TEE RIGHT CENTRAL ANGLE OF 46 DEGREES 06' 36• AND N 79 DEGREES 37' 53' E 177.79 FEET) 3) 9 77 DEGRZEs 18' 49' E 25.43 FEET 4) ALONG TSE ARC OF A CURVE TO THE LEFT CENTRAL ANGLE OF 87 DEGREE= 21' 16' AND 59 DEGREES 00' 33' E 35.43 FEET) 5) N 15 DEGREES 19' 55* E 114.80 FEET 6) ALONG TSE ARC 07 A CURVE TO TEE LEFT RAVING A RADIUS OF 291.17 FEET, A CENTRAL ANGLE OF 16 DEGREES 27' 36' AND A DISTANCE OF 83.65 FES! (CHORD BEARS N 07 DEGREES 06' 07' E 83.36 FEET) 7) N 01 DEGREES 07' 41' U 62.96 FEET 8) ALONG TEE ARC OF A CURVE TO TEE RIGET HOMING A RADIUS OF 87.50 FEET, 1 CENTRAL ANGLE 0? 146 DEGREES 09' 160 AND A DISTANCE OF 223.20 FES! (CHORD BEARS N 71 DEGREES 56' 57* E 167.42 FEET) 9) 9 34 DEGREES 58' 25• E 58.31 PEET 10) ALONG THE ARC OF ACME TO THE LEFT SAVING A RADIUS OF 136.90 FEET, A CENTRAL ANGLE OF 40 DEGREES 09' 19' AND A DISTANCE OF 95.95 FEET (MORD BEARS S 55 DEGREES 03' 05' E 94.00 FEET) 11) 9 75 DEGREES 07' 45' E 53.59 FEET 12) ALONG THE ARC OF A CURVE TO THE RIGHT HAVING /RADIUS OF 589.82 FEST, A CENTRAL ANGLE OF 18 DEGREES 40' 12' AND A DISTANCE OF 192.19 FEET (CHORD BEARS S 65 DEGREES 47' 39* E 191.35 FEET) 13) S 56 DEGREES 27' 33' E 91.98 FEET 14) ALONG TSE ARC OF A CURVE TO TEN LEFT SAVING A RADIUS OF 225.00 FEET, A CENTRAL ANGLE OF 38 DEGREES 16' 20* AND A DISTANCE OF 150.29 FEET (CHORD BEAR9 S 75 DEGREES 35' 43' E 147.52 FEET) 15) ALONG 178E ARC OF A CURVE TO TEES LEFT RAVING A RADIUS OF 180.00 FEET, A CENTRAL 2501.1 OF 71 DEGREES 22' 34* AND A DISTANCE OF 224.23 FEST (MORD BEARS N 49 DEGREES 34' 50* E 210.01 FEET) 16) N 13 DEGREES 53' 33' E 95.92 FEET 17) ALONG TEE ARC OP A CURVE TO TSE LEFT SAVING A RADIUS OF 342.98 FEET, A CENTRAL ANCA OF 25 DEGREES 26' 55' AND A DISTANCE OF 152.34 FEET (CHORD BEARS N 01 DEGREES 10' 05' E 151.09 FEET) 18) N 11 DEGREES 33' 22' )1 159.67 FEET 19) N 00 DEGREES 13' 35' E 130.26 FEET 20) ALONG TBE ARC OF A CURVE TO TSS RIGHT SAVING A RADIUS OF 134.17 FEET, A CENTRAL ANGLE OF 103 DEGREES 46' 11* AND A DISTANCE OF 243.01 FEST (CHORD BEARS N 52 DEGREES 06' 41' E 211.13 FEET) 21) S 76 DEGREES 00' 140 E 107.88 FEET 22) ALONG 752 ARC OF A CURVE TO THE 1.171 =WAG A RADIUS OF 136.99 PEST, A CENTRAL ANGLE OF 52 DEGREES 04' 49* AND A DISTANCE 07 124.52 FEST (CHORD BEARS N 77 DEGREES 57' 220 E 120.28 FEET) 23) ALONG 7718 ARC OF A CURVE TO TSE RIGHT HAVING A RADIUS OF 9444.54 FEET, A CENTRAL ANGLE 07 02 moms 42' 13' AND A DISTANCE OF 445.67 EGET (CEEDRD BEARS N 52 DEGREES 42' 05' E 445.63 FEET) 24) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 473.35 FEET, A CENTRAL ANGLE OF 10 DEGREES 19' 59' AID A DISTANCE OF 85.37 FEET (CHORD BEARS N 47 DEGREES 04' 070 E 85.25 FEET) 25) N 44 DEGREES 05' 55* E 47.21 FEET 26) ALONG TEE ARC OF A CURVE TO TEE =GET SAVING A RADIUS OF 3254.29 FEET, A CENTRAL ANGLE OF 02 DEGREES 47' 22° ARID A DISTANCE OF 158.44 FEET (CEORD BEARS N 48 DIGRESS 45' 06" E 158.43 FEET) 27) ALONG TSE ARC OF A CURVE TO TEE RIGHT 'CAVING A RADIUS OF 685.00 FEET, A CENTRAL ANGLE OF 21 DEGREES 49' 49° AE07 A DISTANCZ OF 260.99 FEET (CHORD BEARS N 60 DEGREES 37' 480 E 259.42 FEET) 28) ALONG :IEE ARC OF A CURVE TO TBE LE7T HAVING A RADIUS OF 155.89 FEET, A CENTRAL ANGLE OF 33 DEGREES 54' 21' AND A DISTANCE OF 92.25 FEET (CEEORD BEARS N 54 DEGREES 35' 32' E 90.91 FEET) HAVING A RADIUS 07 227.00 FEST, A A DISTANCE OF 182.68 FEET (0302D BEARS ERVING A RADIUS OF 25.65 FEET, A A DISTANCE OF 39.11 FEET (CHORD BEARS N p.2 ... EXHIBIT A 29) N 37 DEGREES 38' 21" E 57.04 FEST 30) ALONG 'THE ARC OF A CURVE TO TSS RIGHT HAVING A. RADIUS OF CENTRAL ANGLE OF 06 DEGREES 49' 370 AND A DISTANCE OF 63.84 N 41 DEGREES 03' 10" E 63.81 FEET) 31) N 48 DEGREES 13' 20" E 98.19 FRET 32) ALONG TSE AMC OF A CURVE TO TEE LEFT EAVING A RADIUS OF CENTRAL ANGLE OF 08 DEGREES 56' 39" AND A DISTANCE Or 61.00 H 43 DEGREES 45. 01" E 60.94 FEST) 33) 839 DEGREES 16' 41" E 248.17 FEET 34) ALONG TEE ARC OF A CURVE TO TEE RIQST HAVING A RADIUS OF 167.32 FEST, A CENTRAL ANGLE OF 20 DEGREES 49. 09" AND A DISTANCE OF 60.80 FEET (CEDED BEARS N 49 DEGREES 41' 16" E 60.46 FEET) 35) ALONG THE ARC OF A CURVE TO THE LETT HAVING A RADIUS OF 90.00 FEET. A CENTRAL ANGLE 07 27 DEGREES 11' 00" AND A DISTANCE OF 42.70 FEET (CHORD BEARS N 46 DEGREES 30' 20" 8 42. 30 FEET) 36) N 32 DEGREES 54' 50' E 201.37 FEST 37) ALONG THE ARC OF A CURVE TO TEE RIGHT HAVING A RADIUS OF 557.86 FEET, A CENTRAL ANGLE OF 09 DEGREES 30' 53"AND A DISTANCE OF 92.64 FEET (CHORD BEARS N 37 DEGREES 40' 17" E 92.53 FEET) 38) ALONG TSE ARC OF A CURVE TO THE LEFT HAYING A RADIUS Or 946.45 FEET, A CENTRAL ANGLE OF 04 DEGREES 51' 14" AND A DISTANCE OF 80.18 FEET (CHORD BEARS N 40 DEGREES 35' 00" E 80.15 FEET) 39) N 35 DEGREES 20' 33' E 145.86 FEET 40) ALONG TEE ARC OF A CURVE TO TSE LEFT HAVING A RADIUS OF 220.00 FEET, A CHITRAL ANGLE OF 31 DEGREES 07' 33' AND A DISTARCE OF 119.51 FEET (CHORD BEARS H 19 DEGRIE8 46' 46" E 118.05 FEET) 41) N 04 DEGREES 12' 59' E 38.57 FEET 42) ALONG THE ARC OF A CURVE TO TSE RIGHT HAVING A RADIUS OF 180.00 FEET, A CITRAL 3301.8 OF 27 DEGREES 36. 57' AND A DISTANCE OF 86.76 FEET (CHORD BEARS N 18 DEGREES 01' 28" E 85.92 FEST) 43) ALONG THE ARC OP A CURVE TO THE LEFT HAVING A RADIUS OF 70.00 FEET, A CENTRAL A3QLE OF 10 DEGREES 52' 27" AND A DISTANCE OF 13.29 FEET (CHORD BEARS N 26 DEGREES 23' 42" 8 13.27 FEET) TO A POINT ON TSE NORTHERLY LINE OF TEE NORTHEAST QUARTER OF SECTION 24, TIERCE LEAVING SAID WESTERLY RIGHT-OF-WAY N 88 moms 41' 19" E ALONG SAID NORTiDDtLY LINE 297_39 FEET TO TEE POINT OF BEGI3OIING. 535.83 FEET, A FEET (CHORD BEARS 390.79 FEET, A FEET (CHORD BEARS COUNTY OF GARFIELD STATE OF COLORADO p.3 PUBLIC NOTICE TAKE NOTICE that Okanela Ranch, LLC has applied to the Board of County Commissioners, Garfield County, State of Colorado, to request a special use permit, in connection with the following described property situated in the County of Garfield, State of Colorado; to -wit: Legal Description: See attached Legal Description as "Exhibit A" Practical Description: 2518 County Road 137 ("Canyon Creek Road"), Glenwood Springs, Colorado The applicant requests a Special Use Permit to allow a "resort" on their property which is defined in the Garfield County Zoning Resolution of 1978, as amended as being: 2.02.448 Resort: Dude ranch or guest ranch; hunting or fishing camp, cross-country or trail skiing lodge (any of which shall not exceed twelve (12) dwelling units or forty-eight (48) beds or visitor capacity), land used for the purpose of recreation, which provides lodging, recreational activities, dining facilities, commissary and other needs operated on the site for guests or members. (A. 81-145; 81-263) All persons affected by the proposed Special Use Permit are invited to appear and state their views, protests or support. If you can not appear personally at such hearing, then you are urged to state your views by letter, as the Board of County Commissioners will give consideration to the comments of surrounding property owners, and others affected, in deciding whether to grant or deny the request for "Resort" Special Use Permit. The application may be reviewed at the office of the Planning Department located at 108 8th Street, Suite 201, Garfield County Plaza Building, Glenwood Springs, Colorado between the hours of 8:30 a.m. and 5:00 p.m., Monday through Friday. A public hearing on the application has been scheduled for the 2" day of September, 2003, at 1:15 p.m., in the County Commissioners Meeting Room, Garfield County Plaza Building, 108 8th Street, Glenwood Springs, Colorado. Planning Department Garfield County 1 1 1 1 1 1 1 1 1 1 1 1 English And Associate, LTD 12\'lRcad ate,700 VaiCcbrado81657 June 23, 2003 108 8"' Street, Suite 201 Glenwood Springs, Colorado 81601 Dear Fred Jarman: In response to your letter dated June 17th and our phone conversation today, I'm writing to you to address your issues. 1. The use of the 536 -acre property purchased by the Knobel family is for personal use only. Currently, the property has been cleaned up with all the old non -conforming buildings removed except for one very old 240 square foot cabin. A building permit has been issued for a three- story barn with the third floor currently approved for storage. The Knobel family is requesting the approval of this special use permit so they can finish the third floor with livable space. This space is to accommodate friends and family when they come to the property to visit. They are proposing the space to be finished with five bedrooms, a library, kitchen and living room. There is not going to be any commercial use out of the bam and therefore for there will be no additional vehicle traffic. There will be no need for signage and no hours of business since this is not a commercial operation. There will be no proposed structures to be used in conjunction with the bam other than the primary living structure that will be built on the footprint of the old main house and a proposed 1500 sq. ft. accessory dwelling unit. There does exist power and utilities on site that was used for the old buildings. It will be converted and relocated closer on site to the new buildings. 2. The type of wastewater treatment is to be an engineered designed septic system. The Knobels have applied for a well permit to be used exclusively at the bam location. Two existing well's will service the primary structure and accessory dwelling unit 3. See attached 4. I met with Garfield County Assessors office to obtain mineral rights of the subject property. They informed me that they did not have any records for this subject property. All the adjacent property owners and their addresses from the Assessors Office have been submitted. If you need more information, please let me know. 5. See attached 6. Section 5.03 i. N/A ii. Garfield County Road and Bridge has met on site and do not have an issues. As we left it, they were going to call Garfield County Building Deportment and let them know this. iii. The neighborhood character has been nothing but improved with the removal of many old non -conforming buildings. Over 1500 spruce trees have been purchased and in the process of being planted to screen the road from the property. Access • Page 2 June 23, 2003 points will be modemity lit at two entry gates with no signage other than address markers. 7. Please let me know if this is the information you are looking for. Sincerely, Michael English English And Associates, LTD OKANELA RANCH 2518 - CR 137 CANNON CREEK GLENWOOD SPRINGS, COLORADO 81602 PROPOSAL FOR SPFCIAL USF PFRMIT RESORT 1 1• 1 1 1 1 1 1 w1111111•1 1 PROPOSAL FOR SPECIAL USE PERMIT RANCH FOR SINGLE FAMILY SPECIAL USE REQUEST 1) The previously owned piece of property known as the Okanela Lodge has been purchased by a family for their personal use. The Okanela "Lodge" has been removed from the property as well as the other buildings on site that were classifying this property as "non -conforming". The new owners of this property are calling it the Okanela Ranch. This ranch is going to be used by the family and friends for their personal use and agriculture. There is not going to be short term or long-term rental on this property. 2) The domestic water that will be used will come from a well placed close to this new structure. All water for irrigation will come from senior water rights. 3) Attached 4) Attached 5) Attached 6) Attached 7) I Peter Knobel acknowledge Okanela Ranch. Signature: glish is working as my agent for 8) There will not be any ad r tion. a : c volume. The owners are extremely inviormetaly consouse and always go bey() d what is called for. They have been working with Bill Johnson and the State Water Board to improve the streams that are on site. In addition to improving the water and streams, the land has been beautified by planting over 1200 trees to date. 9) N/A 10) Included 1 t• 1 1 1 �rt�aar�•+r�o 0/0//43 IOL: 1-dpm P. 00Z 2.02-40 Off-streetArkin : An area maintained on the lot in an accessible and unobstructed condition for parking of automobiles by the residents, visitors, employees and customers of uses occupying the lot and shall be a minimum of two hundred (200) square feet. 2.02.402 Otherwise Developable Land: In this context, land remaining in two (2) acre sized Legal lot configurations after a yield determination based on a Yield Plan- and in addition all land which would be allowed for internal roads. Specifically excluded are all lands with slopes in excess of 40%, defined hazard areas deemed undcvelopable, flood plain, and riparian areas not included in otherwise allowable two (2) acre lot configurations. (2003-17) 2.02.405 Park. Commercial: A structure or a group of structures whose use shall be limited by special use permit to specified uses involving sales or services and otherwise permitted by nt, conditional use or special use within the zone district in which the structure of group ofsstructures is to be located. (A. 80-130) Park: Land retained in an open condition for recreational use; it may be improved with playground apparatus, tennis courts, golf courses (with or without a clubhouse), picnic areas, riding or hiking trails and similar facilities; all facilities shall be built and maintained either by a unit of government, by a nonprofit corporation or by private interests as part of a larger subdivision or development of land for use by the inhabitants thereof; ownership of the land may be deeded or reserved to a property owners' association or may be dedicated to the public. 2.02.41 2.02.42 Permit: An instrument in writing issued by the Building Official permitting a specific use of lands which are subject to regulation under this Resolution, and setting forth any conditions to which such use is subject. 2.02.43 Planning Director: The Planning Director designated by the County Commissioners to assist the County Planning .Commission and the County Commissioners with the administration of the state and county land, use regulations. 2.02.44 Processing: Sec Section 2.02.31(2). (A. 80-180) 2.02.445 Public Gathezxng: An activity (including a meeting, assemblage, or gatheringof persons) open to members of the public, for which attendance is anticipated to exceed ve hundred (500) persons, and which may reasonably be anticipated to interfere with the use and enjoynnent of the property of landowners adjacent to the site -of the proposed activity, or which nay constitute a general nuisance, unless properly regulated, including the place, time and manner in which such activity takes places may be permitted. (A. 79-132) 2.02.446 Recreational Support Facilities: Those facilities used exclusively for the preparation, maintenance and storage of equipment used in recreational activities; business operations and nonresidential shelter .facilities for persons engaged in said activities. (A. 81-263) 2.02.447 Repair: See Section 2.0231 (5). (A. 80-180) 2.02.448 Resort: Dude ranch or guest ranch; hunting or fishing camp, cross-country or trail skiing lodge (any of which shall not exceed twelve (12) dwelling units or forty-eight (48) beds or visitor capacity), land used for the purpose of recreation, which provides lodging, recreational activities, dining facilities, commissary and other needs operated on the site for guests or members. (A. 81-145; 81-263) 2.02.449 Resource Land District Definitions: (1) Plateau: the rolling lands of the higher elevation in resource land districts and generally tound above the escarpment. (2) Escarpment: the fixed bedrock forming vertical or near vertical parts of the canyon walls. (3) Talus slopes: loose deposits ()frock debris accumulated at the base of talus slopes in the lower valley floor. 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfieid-countv.com Special Use Permit GENERAL INFORMATION (To be completed by the .applicant.) Street Address ! General Location of Property: Z'5/ z.votte .5 fr Legal Description:ir fr Existing Use & Size of Property in acres: Description of Special Use Requested: ee r > Zone District: r- Name of Property Owner (Applicant): fr Address: .3,fry,/,/ City: I C/ '�C `cam , 44 6.1 1f-"4Telephone: 7,570 State: Zip Code: t?,/‘,..67 FAX: f;',79- 7$'/ j- Name of Owner's Representative, if any (Attorney, Planner, etc): fr Address: / City:_Zzi, >�� .7G> Tele hone: State: 60 Zip Code:''/457 FAX: *77- 25 STAFF USE ONLY fr Doc. No.: Date Submitted: TC Date: Planner. Hearing Date: I;uLuttAUO UIVIs)ON OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST, RM 818, DENVER, CO 80203 phone - info: (303) 866-3587 main: (303) 866-3581 fax (303) 866-3589 httpi/www.water.state.co.us RESIDENTIAL Note: Also use this form to apply for livestock watering Water Well Permit Application Review instructions on reverse side prior to completing form. The form must be completed in black ink. 1. Applicant Information Name or appllcatt Peter Knobel C/O Balcomb & Green, P.C., Attn: Scott Balcomb MaWing address PO Drawer 790 city Glenwood Springs State Zrp code CO ; 81602 Telephone # (970) 945-6546 2. Type Of Application (check applicable boxes) El Construct new well ❑ Replace existing well 0 Change source (aquifer) ❑ Other. ❑ Useexistingwell ❑ Change or increase use ❑ Reapplication (expired permit) 3. Refer To (if applicable) Well permit # - Water Court case # NA NA Designated Basin }amination # Wed name or# NA Bam Well Office Use Only j. Z r2 Form GWS -44 6. Use Of Well (check applicable boxes) See instructions to determine use(s) for which you may qualify O A Ordinary household use in one single-family dwelling (no outside use) ® B. Ordinary househokt use in 1 to 3 single-family dwellings: Number of dwellings: 3 Il Home garden/lawn irrigation, not to exceed one acre: area irrigated 1 0 sq. it. ® acre ❑ Domestic animal watering - (non-commercial) Ed C. Livestock watering (on farm/ranch/range/pasture) 7. Well Data (proposed) Maximum pumping rate Annual amount to be withdrawn 15 um I3M - Total depth 100 feet Alluvium ac; 8. Water Supplier 4. Location Of Proposed Well County Garfield NE V4 of the NE 114 Section Township N or S t Range E or W t Principal Meridian 24 i 5 ❑ p f 90 ❑ CI 6th Distance of wed frau section lines (section fines are typically not property Cues) 1253 FLYummIN❑s 1249 FLfrom 0E❑w For replacement wells only — &stance and direction from old well to new wed feet direction We location address (d appdcable) Is this parcel within boundaries of a water service area? DYES Il NC yes, provide name of supplier. 9. Type Of Sewage System Optional_ GPS well location information in UTM format Required settings for GPS units are as follows: Format must be UTM Zone must be 13 Units must be Meters Datum must be NAD27 (CORDS) (kat must be set to Yue north Were points averaged? DYES 0 No Northing290650 Easting 4386494 5. Parcel On Which Well Will Be Located A.You must check and complete one of the following: O Subdivision: Name Lot Block Filing/Unit ❑ County exemption (attach copy of county approval & survey): Name/# Lot # O Parcel less than 35 acres, not in a subdivision, attach a deed with metes and bounds description recorded prior to June 1, 1972 O Mining claim (attach a copy of the deed or survey): Name/# ❑ Square 40 acre parcel as described in Item 4 © Parcel of 35 or more acres (attach a metes and bounds descriptio, or survey) ❑ Other (attach metes & bounds description or survey and supporting documents) B. # of acres in parcel 40.00 C. Are you the owner of this parcel? _OYES ❑ NO (if no — see instruction's) D. Wig this be the only wet on this parcel? 'AYES 0 NO (4 no — list other wells) E. State Parcel ID# (optional): Septic tank /absorption leach field O Central system: District name: ❑ Vault Location sewage to be hauled to: ❑ Other (attach copy of engineering design and report) 10. Proposed Well Driller License #(optional): 11. Signature Of Applicant(s) Or Authorized Agent The making of false statements herein constitutes perjury in the secon degree, which is punishable as a class 1 misdemeanor pursuant to C.I 24-4-104 (13)(a). t have read the statements herein, know the content thereof and state that they are true to my knowledge. Smgn ters�tl'I 1 mature} Print name & tide J% bAvi d t' s.bIes, fiterr`cy Office Use Only USGSmap name Date 5/23/ 4of A140;CO»t OiMt map no. 1 Surface elev. Receipt area only WE WR CWCB TOPO MYLAR 505 01V WO BA MD 1 1 1 1 1 1 N 1 1 1 1 1 1 1 1� 1 BARN WELL 35 ACRE TRACT A parcel of land situated in the NE'/4 NE/, Section 24, Township 5 South, Range 90 West, 6th P.M. and the NW/ NW/, Section 24, Township 5 South, Range 89 % West, 6th P.M. Commencing at the Northeast corner of Section 24, Township 5 South, Range 90 West, the true point of beginning. Thence North 76° 30' 45" East along the northerly line of Section 24, Township 5 South, Range 891/2 West 304.00 feet; thence South 30 50' 15" East a distance of 1,346.22 feet, thence South 76° 30' 45" West a distance of 304.00 feet, thence South 86° 9' 45" West a distance of 1,646.80 feet, thence North 44° 5' 55" East 47.21 feet, thence North 48° 45' 6" East, 158.43 feet, thence North 60° 37' 48" East, 259.42 feet, thence North 54° 35' 32" East, 90.91 feet, thence North 37° 38' 21" 57.04 feet, thence North 41° 3'- 10" East, 63.81 feet, thence North 48° 13' East, feet, thence North 43° 45' 1" East,41" 20" East, 98.19 60.94 feet, thence North 39° 16'East, 248.17 feet, thence North 49° 41' 16" East, 60.46 feet, thence North 46° 30' 20" East, 42.30 feet, thence North 32° 54' 50" East, 201.37 feet, thence North 37°40' 17" East, 92.53 feet, thence North 40° 35' 00" East, 80.15 feet, thence North 350 20' 33 East145.86 feet, thence North 19° 46' 46" East, 118.05 feet, thence North 4012'59"East, 3,8.57 feet, thence North 18° 1'_ 28" East, 85.92 feet, thence North 26°23' 42" East, 13.27 feet, thence North 88° 41' 19" East, 297.39 feet, to the True Point of Beginning. E_XClientt967Uegais 967.doc 1 1 1 1 1 1 1 N 1 1 1 1 1 Account: Tax Year: Parcel: Mill Levy: Estimated Tax: * This Mill Levy is R040356 2003 212325100957 61.281000 80.28 from the most recent BUREAU OF LAND MANAGEMENT PO BOX 1009 GLENWOOD SPGS, CO 81602-1009 NEW CASTLE c uqa Account Type: Version: Area ID: APR District: Status: tax roll 20030407000 004 A DESC: 5-891/2 SEC.24 LOT 4, SEC.25 LOTS 1-4, SEC.36 LOTS DESC: 1-3, 5-90 SEC.24 W2SE,SESE, SEC.25 E2,SENW,NESW, DESC: SEC.36 NENE. ss sse QUARE FEET 1 Acres Taxable -1 4,500 0 4,500 1,310 0 1,310 0 749.770 0 0 0 4,500 0 1,310 0 0 IGarfield County 1• 1 1 1.• 1 1 1 1 1 1 M11111le 1 Account: R040362 Tax Year: 2003 Parcel: 212324200152 Mill Levy: 61.474000 Estimated Tax: 6,007.85 * This Mill Levy is from the most recent tax ame ana Account Type: Version: Area ID: APR District: Status: roll ddress Information Legal Description SECT,TWN,RNG:24-5-90 DESC: A TR. IN THE E2 OF THE NW4 CONT. 11.882 AC. AKA PARCEL 1 GLAS EXEMPTION. ALSO A TR OF LAND CONT. 14.283 AC AS DESC IN BK 1286 P435 BLA. ALSO A TR OF LAND CONT 1.143 AC AS DESC IN BK 1329 PG 109 & BK 1329 PG 110 BLA. BK:1329 PG:845 BK:0999 PG:0266 BK:0803 PG:0880 BK:0732 PG:0759 BK:1329 PG:110 RECPT:597278 BK:1329 PG:109 RECPT:597577 BK:1329 PG:108 RECPT:597276 BK:1286 PG:435 RECPT:588218 BK:1279 PG:563 RECPT:583895 BK:1279 PG:560 RECPT:586894 BK:1024 PG:0023 BK:0734 PG:0256 PRE: R040305 WATERSTONE CANYON, LTD 3090 GRANDVIEW ST CANON CITY, CO 81212 o"cati EAST OF NEW CASTLE Assessment Information Tax Year: 2003 Land improvements Actual 20030407000 008 A Assessed SQUARE FEET Acres Taxable I Exempt Tote Tax Year: 2002 337,000 0 337,000 97,730 0 0 25.024 0 97,730 97,730 Land provements Exemp Total 250,000 0 250,000 72,500 0 0 25.024 0 72,500 72,500 Garfield County 1 1 1 1 1 1 1 1 1 1 1 Account: Tax Year: Parcel: Mill Levy: Estimated Tax: * This Mill Levy R040382 2003 212324200171 61.281000 4,442.87 is from the most Account Type: Version: Area ID: APR District: Status: recent tax roll HOLM, SCOTT A. & PAMELA J. 3745 DREXEL CT. FAGAN, MN 55123 NEW CASTLE81647 Assessmentinformation 250,000 0 250,000 180,000 0 180,000 20030407000 004 A SECT,TWN,RNG:24-5-90 DESC: A PCL IN THE E2NW & NE4 CONT 121.902 AC. EXCEPT 35 AC AS DESC IN BK 1116 PG 415. EXCEPT A TR CONT 35.001 AC AS DESC IN BK 1190 PGS 668-671 AKA PARCEL C. EXCEPT A TR OF LAND CONT. 14.283 AC AS DESC IN BK 1286 PG 435 BLA. EXCEPT A TR OF LAND CONT. 4.164 AC AS DESC IN BK 1329 PG105, ALSO A TR OF LAND CONT 2.685 AC AS DESC IN BK 1329 PG 106, EXCEPT A TR OF LAND CONT 1.142 AC AS DESC IN BK 1329 PG 108, ALL DESC IN BLA IN BK 1329 PG 110. BK:1329 PG:110 RECPT:597278 BK:1329 PG:108 RECPT:597276 BK:1329 PG:106 RECPT:597275 BK:1329 PG:105 RECPT:597274 BK:1286 PG:435 RECPT:588218 BK:1279 PG:563 RECPT:586895 BK:1279 PG:560 RECPT:586894 1-51/.An7c nn.o74 nu-nn-r.cocnnn nl/.dn7C Int, .onn 72,500 0 72,500 52,200 0 52,200 0 34.997 72,500 0 34.997 0 52,200 Garfield County 1 1 1 Exempt • • • ......... 'roperty Profile Account: Tax Year: Parcel: Mill Levy: Estimated Tax: * This Mill Levy is R006182 2003 212324200176 61.281000 5,331.45 from the most Account Type: Version: Area ID: APR District: Status: recent tax roll Name and Address Information ODDO, ROBERT A & HILLERY S 2425 COUNTY ROAD 137 GLENWOOD SPGS, CO 81601 Property Lace on 002425 137 COUNTY RD NEW CASTLE81647 enLInformati Actual 20030407000 004 A Legal Description „ SECT,TWN,RNG:24-5-90 DESC: CONT 35.001 AC. AKA PARCEL RECPT:591128 BK:1190 PG:672 PG:668 RECPT:564443 BK:1116 BK:1109 PG:288 RECPT:538813 A TR IN THE E2NW4 & NE4 C. BK:1299 PG:695 RECPT:564444 BK:1190 PG:401 RECPT:540841 PRE:R040382 Assessed SQUARE FEET Acres Taxable Tax Year: 2003 Land Improvements Exem pt Total Tax Year: 2002 300,000 0 300,000 87,000 0 87,000 0 35.001 0 87,000 '4.44 41:#, '4;5:44,40 -44-i4444,444 SN'ilt4101# Land Improvements Total 275,000 0 275,000 79,750 0 79,750 0 35.001 0 79,750 tallinileMiNiffnagerionatmaitemri , Garfield County 1 I Account: Tax Year: Parcel: Mill Levy: Estimated Tax: 1 1 1 1 1 1 1 1 1 1 R005344 2003 212324100173 61.281000 2,677.37 Account Type: Version: Area ID: APR District: Status: * This Mill Levy is from the most recent tax roll la a and Addrns-k,IV9Lr atio BULLOCK, WILLIAM E. & JILL L. 401 27TH STREET STE 100 GLENWOOD SPRINGS, CO 81601 002413 137 COUNTY RD GLENWOOD SPRINGS81601 essme nt-Info rmati o n Tax Year: 2003 Actual 20030407000 004 A Legal. Description SECT,TWN,RNG:24-5-90 DESC: A PCL IN THE E2NW & NE4 CONT 35.0 AC BK:999 PG:266 BK:803 PG:880 BK:734 PG:256 BK:732 PG:259 BK:1116 PG:401 BK:1109 PG:288 BK:1053 PG:898 BK:1116 PG:415 RECPT:540843 PRE:R040382 Assessed SQUARE FEET Acres Taxable Land mprovements Exempt 300,000 248,810 Total 548,810 23,880 19,810 0 35.000 0 43,690 43,690 Tax Year: 2002 Land mprovements Exempt Total 275,000 251,320 526,320 25,160 23,000 0 35.000 0 48,160 48,160 IGarfield County 1• 1 1 1 1 1 1 1 1 N 1 1 1 1 1 1 1 • 1 1 Account: Tax Year: Parcel: Mill Levy: Estimated Tax: * This Mill Levy is R040371 2003 212324300158 61.474000 2,495.84 from the most recent tax Name and Address Information TANKERSLEY,TERRELL H. & PATRICIA S. (JT) C/O AMERIVEN POUCH P.O. BOX 5095 BELLAIRE, TX 77402 Property Location 002068 137 COUNTY RD GLENWOOD SPRINGS81601 es s -m exp t_ Information Tax Year: 2003 Actual Account Type: Version: Area ID: APR District: Status: roll 20030407000 008 A Legal Description SECT,TWN,RNG:24-5-90 DESC: A TR. IN THE SW4 OF SEC. 24 CONT. 12.572 AC. ALSO, A TR CONT 3.431 AC AS DESC IN 1111/553. AKA PARCEL 1 SIMMONS SUB -DIV EXEMPTION. BK:1329 PG:854 BK:0980 PG:0552 BK:0938 PG:0689 BK:1384 PG:905 RECPT:610375 BK:1384 PG:903 RECPT:610374 BK:1111 PG:553 RECPT:539374 BK:1111 PG:548 RECPT:539373 BK:1109 PG:114 RECPT:538766 BK:1034 PG:0515 BK:0895 PG:0534 PRE:R040312 Assessed SQUARE FEET Acres Taxable Land mprovements Exempt Total 310,000 200,000 510,000 24,680 15,920 0 16.003 0 40,600 40,600 Tax Year: 2002 Land Improvements Exempt Total 175,000 0 175,000 50,750 0 0 16.003 0 50,750 50,750 Garfield County 1 1 1 1 1 1 Account: R030058 Account Type: Tax Year: 2003 Version: Parcel: 211907300002 Area ID: Mill Levy: 52.463000 APR District: Estimated Tax: 509.42 Status: * This Mill Levy is from the most recent tax roll VA JOLLEY, M. CARTER, JR. 717 COOPER ,AVE GLENWOOD SPGS, CO 81601-3425 TWN 5 RGE 89 SEC 7 Assessment-infarmati 20030407000 003 A esc• ri SECT,TWN,RNG:7-5-89 DESC: SEC. 6 LOTS 5(34.18A),6(34.31A),8(34.94A),9(35.67A DESC: 10(36.4A),SENW,E1/2SW. SEC 7 LOTS1(37.1A),2(37.78A DESC: 3(38.46A),4(35.79A),5(36.62A),E1/2NW,NESW. DESC: SEC. 18 LOTS 1(40.24A),4(39.84A),E1/2NW. DESC: LOTS 1(41.72A),2(42.04A),3(43.75A),4(45.29A) SECT,TWN,RNG:13-5-90 DESC: E1/2NE BK:0492 PG:0568 BK:0918 PG:0742 ere Taxable 10 fr 1 1 1 1 1 12,160 75,950 88,110 3,520 6,190 9,710 0 1,014.130 0 9,710 prove Exe 12,160 63,140 3,520 5,880 75,300 9,400 0 1,014.130 0 9,400 IGarfield County 1• 1 1 --> Imount KNOBEL, PETER & PATRICE R040383 392 MILL CREEK 1earrict VAIL CO 81657 20031004 ❑ Cancel STR Owner Name/Address N Dist ist St A arcel Number 2123-241-00-172 treet No Na# 02518 1Dir Street Name 137 COUNTY Location City ? Location Zip LEN*/ SPRINGS 81601 ACode 4 Owner Id (Owner Location (Map No IMH Space Seq Type RD (Lagt Acct Type Iusiness Name Name ❑ Tax Items ❑Protest (I) E CAMA (A) LJ Situs ® Pre/Suc ❑ Mobile Auth ❑ Personal (P) ❑ Oil and Gas ❑ Recording rCondo ❑ Spc Asmt❑ Control ❑ Imaging Block ❑ Mines ❑ History ❑ Photo J J Sales ❑ Sibling ❑ PPCertLtr ® Sketch IFMisc (N❑ Flags ❑ Exemption Mobile El Remarks ❑ Value Tract ❑ Tax Sale N 1 1 1 1 1 1 1 • 1 1 SECT,TWN,RNG:24-5-90 DESC: NE4 EXCEPT PCL 1 OF GLAS EXEMPTION. EXCEPT 121.902 AC AS DESC IN 1109/288. EXCEPT A TR CONT 3.431 AC AS DESC IN 1111/553. SECT,TWN,RNG:24-5-89 DESC: LOT 1(44.36 AC), LOT 2 (38.55 AC) BK:734 PG:256 BK:1384 PG:903 RECPT:610374 BK:1347 PG:205 RECPT:601595 BK:1347 PG:197 RECPT:601594 BK:1111 PG:553 RECPT:539374 PRE:R040363 TYPE ACTUAL ASSD ACRES SQ FT LAND 51,210 14,850 225.695 0 IMPS 674,730 71,000 0 TOTAL Queries 725,940 STREET 85,850 Current Year Prior Version Prior Year Neix)t Versinn p.3 li 29) H 37 0203188 38' 21' 8 57.04 SXFi73ETIBIT A I 30) ALONG THE ARC OF A CDRVE TO THE RIGHT 8A171310 A RADIUS OF 535.82 Fat?, 1 CENTRAL ANGLE OF 06 DEGREES 49' 37' AND A DISTANCE OF 63.84 FEET (CHORD BEARS 8 41 DEGREES 03' 10. 1 63.81 FEET) 33.) X 48 DEGREES 3.3' 20' 3 98.19 FEET I 32) ALONG THE ARC 07 A MR= -TO THE LEFT WAVING: A HADSQS 09 390.79 FEET, A `‘,..._„,./CENTRAL AMIE OF OS DEGREES 56' 39• AND A DISTANCE OF 61.00 FEST (CHORD SEARS 1 43 DEGREES 45' 01' 1 60.94 FEET) 33) W 39 DESS 16' 41 . E 248.17 FEET 34) ALONG THE ARC 07 A CURVE TO 733 RIGHT HAVING A RADIOS OF 167.33 F38T. A I CENTRAL ANGLE 02 20 DEGREES 49' 09' AND A DISTANCE OF 60.80 FEST (CHORD BEARS 11 49 D3GR1E8 41' 16' E 60_46 FEET) 35) ALONG THE ARC OF A CURVE 70 THE LETT HAYING A RADIUS OF 90.00 FEET. A CENTRAL ANGLI OF 27 DEGREES 11' 00' AND A DISTANCE (37 42.70 FEET (CEDED BEARS 9 46 DEGREES 30' 20" 8 42. 30 FEET) I 36) N 32 DEGREES 54' 50■ E 201.37 FEET - 37) ALONG ri18 ARC OF A C07V8 TO TSS RIGHT 91VING A RADIUS OF 557.86 FEET. A CAFMRAL ANGLE OF 09 DEGREES 30' 53■AND A DISTANCE OF 92.64 FEE? (CHORD BEARS N 37 DEGREES 40' 17■ E 92.53 FEET) I - 38) ALONG THE ARC OF A CURV3 TO THE LEFS BAYING A RADIUS OF 946.45 FEET. A CENTRAL ANGLE OF 04 DEGREES 51' 14• AND A DISTANCE 07 80.18 FEST (CHORD HEARS 9 40 DEGREES 35' 00• E 80.15 FEST) 39) 7 35 /MGRSEB-20' 33' E 145.86 FEET 40) ALONG TEE ARC OF A CURVE TO THE LEFT HAVING A RADIUS O7 220.00 PEET. A C13111911. ANGLE 07 31 D 07' 33' AND A DIME= OF 119.51 FES1 (LIMED BEARS I ' N 19 DEGREES 46' 46' E 118.05 FEET) 41) 1 04 DSS 12' 59. 8 38.57 FEET 42) ALONG TEE ARC OF A CORV3 TO THE RIGHT HAVING A RADIUS OF 180.00 FEST. A CENTRAL ANGLE OF 27 DEGREES 36. 57' AND A DISTANCE OF 86.76 FSET (CHORD BEARS N I 18 DEGREES 01' 28' E 85.92 FENT) 43) AWING THE ARC OF A CORM 10 THE LETT HAVING A RADIUS OF 70.00 FEET. A \-1 CE MAI. ANGLE OF 10 DSS 52' 27• AND A DISTANCE OF 13.29 FEET (CHORD BEARS N 26 DECREES 23' 42' E 13.27 FEET) TO A POINT ON THE 70853331.? LINE OF TEE XORTEXAST QUA OF SECTION 24, THSNCi LEAVING SAID 9387381.7 RICHT-01,-Witt N 88 Is DSS 41' 19• E ALONG vitro 10RT8ESLY LINE 297.39 FEET TO THE POINT OF B801101NG. 000319 OF GARFIELD 1 STATE OF COLORADO 1 A 1 me 1 p. 1 1 1.• 1 1 SEKIBIT A TONiSHIP 5 ,80078, RANGE 89 „IST OF 518 SATE PRINCIPAL KERIDIAA SALR=uS 19: LATS 3 AND 4, $E1/4SW1/4,NW1/4/NW1/4,19E1/4 TONSHIP 5 SOUTH, RANGE 89 1/2 WEST OF THE SIXTH PRINCIPAL MERIDIAN SECTION 24: LOTS I AND 3 TOWNSHIP 5 SOU5$, RAN= 90 NEST OF TEE SZZTS PRINCIPAL MERIDIAN A PARCEL OF LAND S1TUATID 10 TSE 831/4001/4. N01/4 AND TLD. 081/48!1/4 OF SECTION 24, T0039HIP 5 900TH, *AMOR 90 NEST OF THE 6T0 PRINCIPAL 08110IAN, COUNTS OF 033FIEf D, 8TATi OF COLORADO, SA1D PARCEL OF LAND =IN(' 0011 PRATICULAOL5 DESCRIBED AS FOLLOWS: CONWINCONI AT THE 00RTH8AST CORNEA OF SECTION 24. A ELK ALUMINUM( CAP FOUND IN PLACE, 708 TRU! POINT OF =GINNING; TANN= 8 03 DIOXINS 50. 15' E ALONG TSE II EASTERLY ,SKS OF SAID SECTION 24 2633. 12 FEST TO III BART QUARTER CORNER, A ALK ALUaxR= CAP 10000 IN =LACE, ?NINON CONTINUING ALONG SAID EA TZRLY LINE S 04 MOGAN= 14' 02' E 1313.02 FEET TO TEE SOUTH Si.&m,IE CONNER OF SECTION 24, T08NSSIP 5 SOUTH, SANDE 90 WEST AND SECTION 24, SHIP 5 SOOTS. RALYGE 89 NIST, AMA ALUMINUM CAP FOUND 13 muss TEM*.z =AXING SAID RANTING? L1NN S 88 II DEQREL4 39' 08' N 31 30 TSE SOUTIZA LIKE 07 103 031/4581/4 1319.11 F01T TO 737 90OTSEABT SIITEmT1H CORNER. A SLK ALUNINUK CAP FOUND IN PLACE, TIZOCZ H 03 UNSEXES 13' 05' N ALONG TEE MNSTIRL1 LURE OF SAID N31/4811/4 1312.42 FEST 70 TSE QST-CINTIR SIITINNTS CORNER; A 81K ALONIWOK CAP FOUND 1'K PLACE; THENCE 3 II 88 MONIES 37' 27' N ALONG Tax S0UTSEt1Y LIRA OF TNI NORSBEASS QUARTER 1296.50 FELT TO 158 CEOTSR QUARTER COMER OF SECTION 24, A ALK ALUNINON CAP 10080 IN PLACE; THENCE H 02 DEOINE1 12' 57' W ALONG TIN 00RT8-SOUTH CENTIRLINI OF SAID SECTION 24 A DISTANCE OF 77.41 FEET TO A POINT 018 7106 =SURLY RIGHT-OF-WAY OF COUNTY ROAD NO. 137 • THINOX LEANING 8A=0 N007H-90UTE CSNS0R1.130 781 FOI,LOwrin II SEVINTISN (17) COURSES ALONG SAID RIOET-0F-WAY, / 1) ALONG THE ARC OF A CURVE TO THE RUNT SAVING A RADIUS OF 240.00 FEET AIWA "---/ CSUTRAl. 3001.1 OF 12 DZCRBE3 18' 25', A DISTANCE OF 51.55 FEET (CHORD HEARS 8 68 DZOR138 51' 32' W 51.45 FIST) I. 2) 8 80 DL0R318 08' 25■ *A DISTANCE OF 42.91 FEET 3) ALONG Tin ARC OF A CURVE TO TEE RIGHT SAVING A RADIUS OF 285.00 FIST AND A CENTRAL AEOLI OF 38 DEGREES 16' 20'. A DISTAM 3 OF 190.37 FELT (CHORD SEARS N 75 DSS 35' 43' Y 186.85 FEET) 4) W 56 DEGAN= 27' 33' WA 0ISTARC* OF 91.98 FLET II 5) ALONG TSE ARC OF A CURSE TO TIN LEFT HAVING A RADIUS OF 529.82 FRET A10 A C83TRAL ANGLE OF 18 DESS 40' 12' A DISTAN01 OF 172.64 FRET (CHORD SEARS N 65 =Gar= 47' 39' 0 171.88 7E3T) 6) E 75 DIGRLI8 07' 45' WA DISTANCE OF 53.59 FRIT 1)3LOi1G TER ARC OF A CURVE TO 735 RICHT HAVING A RADIUS OF 196.90 FinT AND A II CENTRAL ANGLE OF 40 DECREES 09' 1.9'. A DISTANCE OF 138.00 FEET (CHORD BEARS E 55 DIANE= 03' 06' W 135.19 FEET) 8) N 34 0303035 58' 25' WA DISTANCE OF 58.31 F88T 9) ALONG TEN ARC OF A CURVE TO TSE LEFT E►VIOG A RADIUS OF 27.50 FZ8TT AND A CIN1RAL ANGLL OF 64 DSS 56' 12', A DISTANCE OF 31.17 FEET (CHORD 3'm44 N 67 II D9 26' 31' W 29.53 FENT) 70 TIDE CINITANLIEB OF CANTON CREEL 10) ALONG SAID CORM TO Tin LIFT HAVING A RADIUS OF 27.50 FEST AHD A GENIAL AN E OF 81 DEGREES 13' 03', A DISTANCE OF 38.98 FENT (CHORD 30308 S 39 DOSES 28' 52' W 35.80 FEET) II 11) S 01 moms 07' 41' E A DISTANCE OF 62.96 FELT 12) ALONG TES ANC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 351.17 FEST AND A CENTRAL ANGLE OF 16 DI([R= 27' 36', A DISTAHCZ OF 100.88 PIET (CHORD BEARS 3 07 DE(NEE0 06' 07' N 100.54 FEET) N----1 13) S 15 D�9 19' 55■ W A DISTAR01 OF 114.80 FZET IALONG TEN ARC OF A CURVE TO Tin =ow HAVING A RADIUS OF 85.65 FEET AND A MURAL ANGLE OF 87 =GUTS 21' 16', A DISTANCE OF 130.58 FELT (CHORD BEARS 8 59 DSS 00' 33' W 118.30 FENT) 15) X 77 DEGREES 18' 49' WA 0535 01 OF 25.43 TUT - 16) ALONG TIB ARC OF A CURVI TO TEA ,LFT HAVING A RADIUS OF 167.00 FST AND A II CENTRAL ANOLS OF 46 DSGJJ039 06' 36', A DI8TANC1 OF 134.40 FRIT (CHORD HEARS 8 79 DUNES 37' 53' W 130.80 FEST) 17) S 56 DIGRESS 34. 36' W A DISTTANCZ OF 28.16 FEET TO A 00331 ON TRE SOUTHERLY Gb238600 1 1 P-2 EXHIBIT A SOIINDABY OF SAID SE1/4771/4, TRANCE LEAVING SATO RIGHT -0F -NAY 3 88 CZGRSEE 37' 05' )(ALONG Tit SOUTHERLY LINE OF 2H8 821/4701/4 113.09 FEET TO A POINT IN TIE 718TERLY WOW -or -mar OF COUNTY ROAD NO. 137f TRACE 1.937 = SAID SOUTHERLY SINE THE F0LLONYWO FORT! TIRES (43) COURSES ALONG SAID 72853317 1171: 1) P 56 DEGREES 34. 36" E 124.02 FEET \--1 2)AL07G TEE ABC OF A CURVE TO THE RI0ET HAVING A RADIUS OF 227.00 FEET, A I CENTRAL ANGLE OF 46 DEQ 06' 36' AND A DT37= OF 182.68 FEET (CHORD BEARS N 79 DEGREES 37' 53. 2 177.79 FEET) 3) 9 77 D107239 18' 49' 8 25.43 FENT 4) ALONG TIN ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 25.65 FEET, A I CENTRAL ANGLE OF 87 DEM= 21' 16' AND AMBIANCE OF 39.11 FENT (CHORD BEARS 7 59 DRONERS 00' 33" E 35.43 FEET) 5) 7 15 DEGREES 19' 55• E 114.80 FEET 6) ALONG THE ARC OF A CURVE To IEE LEFT 777299 ARAM= OF 291.17 FEET, A =MEAL *991.7 OF 16 MCNEES 27. 36" AND A DISTANCE OF 83.65 FEET (CHORD BEARS 7 I 0? DEGREES 06' 07' 7 83.36 FEET) 7) N 01 1)821223 07' 41' 1162.96 FEST 8) ALONG 17:8 ARC OF A CURVE TO THE MGM HAVIR^ A RADIUS OF 87.50 FEET. A CENTRAL ANGLE OF 146 DEGREES 09' 16• AND A DISTA9 OF 223.20 FEET (CBORD BEARS N 71 DEGREES 56. 57' E 167.42 FEET) I9) 8 34 03073ES 58. 25■ E 58.31 FEET 10) ALONG 779 ARC OF A CURVE TO TEE LEFT HAVING A RADIUS OF 136.90 FESS. A CENTRAL ANGLE OF 40 1)8GR238 09' 19" AND AM -MANCE OF 95.95 FEET (CROWD BEARS S 55 DEGRNES 03' OS' E 94.00 FEET) 11) 9 75 DEGREES 07' 45' 3 53.59 FEET 12) ALONG 'TRO' ARC OF A CURVE TO THE RIAS.? HAVING A RADIUS OF 589.82 FEST. A C2NTRAL MOMS OF 18 DEGREES 40' 12" AND A DI9'PA909 OF 192.19 FEET (CSORD SEARS 3 65 Dl0P390 47' 39" E 191.35 FpET) 13) 9 56 DEGREES 27' 33' E 91.98 FEET II 14) ALONG THE 190 OF A CURVE TO TEs LEFT RAVING 1 RADIUS OF 225.00 FEET. A CENTRAL ANGLE OF 38 DEGREES 16' 20' AND A DISTANCE OF 150.29 FEET (CHORD BEARS S 75 DEGREES 35' 430 E 147.52 FEET) 15) ALONG TEE ARC OF 1 CURVE TO TEN LEFTRAVIHO A RADIUS OF 180_00 F371, A 1111 CENTRAL ANGLE OF 71 DEGREES 22' 34' AND A DISTANCE OF 224.23 FEET (CHORD BEAR8 7 49 0301828 34' 50' E 210.01 7EE5) 16) N 13 UI02EE8 53' 33" E 95.92 FENT 17) ALONG IRE ARC OF A CURVE TO 171)5 LEFT SAVING A RADIU3 OF 342.98 FEET, A CENTRAL ANGLE OF 25 DEGREES 26' 55' AND A DISTANCE OF 152.34 FEET (CHORD BEARS I 7 01 0301299 10' 05' E 151.09 FEET) 18) 7 11 MORE= 33' 22" 7 159.67 FEET 19) 7 00 mamas 13' 35' 8 130.26-PEET 20) ALONG TI$ ABC OF A CURVE TO TEE RIGHT HAVING A RADIUS OF 134.17 FEET. A CENTRAL AMIE OF 103 DEGREES 46' 11" AND A DISTANCE 03 243.01 FEET (CHORD BEARS I 8 52 DBOR9E9 06' 41' 7 211.13 FEET) 21) S 76 DEGREES 00' 14■ 7 107.88 FEET 22) ALONG THE ARC OF A 00379 70 THE LEFT EAVI= A RADIUS OF 136.99 =XT. A CENTRAL ANGLE OF 52 =GRINS 04' 49" AND A DISTANCE OF 124.52 FEET (CORD BEARS 7 77 DEGREES 57' 22' E 120.28 FEET) I23) ALONG THE ARC OF A CURVE TO TIE RIGHT HAVING A RADIUS OF 9444.54 FEET. A CENTRAL ANGLE OF 02 DEGREES 42' 13' AND A DI8TANC3 OF 445.67 FES! (maim MARS 7 52 MOMS 42' 05" 3 445.63 FEET) 24) ALONG THE ARC OF A CURVE TO TBE LEFT RAVING A RADIUS OF 473.35 FEET. A I CENTRAL ANGLE OF 10 DEGREES 19' 59" AND A DISTANCE OF 85.37 FEET (CHORD BEARS 7 47 DEGREES 04' 07" E 85.25 FEET) 25) M44 immix 05' 55' 8 47.21 FEET 26) ALONG 291 ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3254.29 FEET, A �J CBRTRAL ANGLE OF 02 tam= 47. 22' AND A DISTANCE OF 158.44 FEET (CIOBD BBABS I 7 48 MOREN3 45' 06■ E 158.43 FEET) 27) ALONG THE AMC OF A CURVE TO THE 3IGBT HAVING A RADIUS OF 685.00 FEST, A CENTRAL ANGLE OF 21 0102393 49' 49■ AND AMMAN= OF 260.99 FEET (CHORD SEARS 9 60 DEGREES 37' 48' E 259.42 FEET) 28) ALCM THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 155.89 FEE'!. A 1 CENTRAL A23GIE OF 33 1)703733 54' 21" AND A DISTANCE OF 92.25 FEET (CHORD BEARS N 54 DINOWERS 35. 32' E 90.91 7317) 02380:0 1 JUL-07-03 1611 FROM=BALCOMB & GREEN PC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Date: ID:970945e902 BALCOMB & GREEN, P.C. ATTORNEYS AT LAW DRAWER 740 GLENWOOD SPRINGS, COLORADO 81602 TELEPHONE= (970) 945-6546 TELECOPIER• (970) Fa simile Transmission Note Number of pages (including thus cover sheet): To: FAX #: From: In case of a problem, call at (970) 945-6546. Additional instructions/comments: THIS FACSIMILE TRANSMISSION IS CONFIDENTIAL! The information contained in this facsimile PRpsage is protected by It the ATTORNEY/CLIENT AND/OR THE ATTORNEY/WORKODUCT intendeds onlyfor the use of the individual named above, and eedprivileges g ts not waived the by virtue of this having beefacsimileent by facsimile. is not the named person actually or the employee or agent or any other reader of the responsible to deliver it to the named redpient, hanubite e, If y inau on, distrib tion this copying ofthis communication is strictly P communication in error, please immediately notify us by telephone re� the original m message to us at the above address via the U.S. Postal Service. JUL-07-03 16:11 FROM:BALCOMB & GREEN PC 1 1 1 1 1 1 1 1 1 1 1 1 • JOIRN A. THULSON EDWARD MULMALL. JR. Scorr BA..COMO LAWRENCE R. GREEN TIM0711Y A. THUL$ON DAVID C. MAL.LFORD CNRISTOPHER L. GEIGER ANNE MARIE CALLAMAN AMANDA N. MAURER DEoORAH DAVIS' DAVID P. JONES • AQ.w.•+T.D O eaercc n. NM •CRR M40 MPAROURI Via Facsimile: (970) 479-7501 Michael English 12 Vail Road, Suite 700 Vail, CO 81657 ID:9709456902 BALCOMB & GREEN, P.C. ArmortNEXs AT LAW P. 0. DRAWER 790 Sl$ COLORADO AVENUE GLEN-IA/00D SPRINGS, COII.0RAID0 $1602 Telephone: 970.945.6546 Facsimile: 970.945.8902 www.balcombgreen.com July 7, 2003 Re: Peter and Patrice Knobel Water Rights Associated with Okanela Lodge Property OF COUNSEL; KENNETH BALCOM6 Dear Michael: You called to inquire about the water rights owned by Peter and Patrice Knobel in connection with the Okanela Lodge property. I have prepared a list of the water rights which is denominated as Exhibit A, and include it with this letter. We have advised the Knobels that each of the water rights is properly decreed for the purposes indicated. In addition to the foregoing water rights, the Knobels have acquired an option to purchase additional senior water rights in the Vulcan Ditch in the approximate amount of 20 acre feet. They are adjudicating an augmentation and change of water rights plan, which will enable them to get the benefit of the Vulcan Ditch water right at the Okanela Lodge property. It is our opinion that the adjudication will proceed, and that a decree in favor of the Knobels allowing the usage of the Vulcan Ditch water right will be entered in due course. It is the opinion of the Knobels' engineers that the completion of this adjudication will provide an adequate legal water supply as more fully described in the engineering reports dated December 31, and March 17, copies of which are enclosed for your information and convenience. /Ls 1 1 1 1 1 1 N 1 1 1 1 1 1 JUL-07-03 16=12 FROM=BALCOMB & GREEN PC ID=9709456902 PAGE 3/23 BALCOMB & GREEN, P.C. ATTORNEYS AT LAW Michael English July 7, 2003 Page 2 Please contact us if you require any additional information on this subject. Thank you. Very truly yours, BALCOMB & GREEN, P.C. By SB/gg Enclosures cc: ,Peter and Patrice Knobel Scott Balcomb G\'WP-Docs\GaiF&ott's Clients\Knobcl Peter \English Michael ltr 07.02.03.wpd 1 1 1 1 N 11 1 1 1 1 10 1 JUL-07-03 16=12 FROM,BALCOMB & GREEN PC ID=9709459902 ■■.l.■RESDURCE ■■■■. ENGINEERING I N C. Scott Balcomb, Esq. Balcomb and Green, P.C. PO Drawer 790 Glenwood Springs CO 81602 RE: Peter Knobel — Okanela Lodge Water Rights Dear Scott: PAGE 4/23 December 31, 2002 The purpose of this letter report is to provide the information necessary to make a water court application for water rights and change of water rights to serve the Okanela Lodge property owned by Mr. Peter Knobel. The property is located on Canyon Creek at the confluence with Possum Creek in Section 19, Township 5 South, Range 89 West, 6th P.M. and Section 24, Township 5 South, Range 89% West and Range 90 West, 6th P.M. in Garfield County (see Figure 1, Location Map). The water rights are in Water District 39, Division 5. The property is currently served by several ditches and springs which carry multiple water rights some of which have junior decrees subject to administrative curtailment during periods of low flow in Canyon Creek. In 2002, the dry year of record in Canyon Creek, most of the Okanela Lodge water rights were out of priority for at least a part of the irrigation season. The purpose of this proposed water rights action is to enhance the ability of the owner to better meet the water demands for current and future uses on the property. Toward that goal it is proposed that new water rights and a change of water rights for the Vulcan Ditch be obtained. The water uses on the property include 1) irrigation of up to 137 acres from a central sprinkler irrigation system which collects water from three ditches (pipelines) which divert from Possum Creek and East Fork Canyon Creek into a single pond and 2) a flow through water feature near the main house which gets its supply from Possum Creek. The three ditches which deliver water for these two uses are the Lewis Ditch No. 1 out of Possum Creek and the Lewis Ditch No. 2 and the Warner Ditch out of East Fork Canyon Creek. NEW WATER RIGHTS Lewis Ditch No. 1 diverts out of Possum Creek under two water rights, both decreed for irrigation use. Warner Ditch diverts out of East Fork Canyon Creek under two water rights also decreed for irrigation. New water rights for multiple uses will be sought at each ditch. Lewis Ditch No. 1, 2"° Enlargement Location: Headgate located on the North bank of Possum Creek in the NW% SWY4, Section 19, Township 5 South, Range 89 West, 6th P.M., at a point 1,400 feet from the South line and 60 feet from the West line of said Section 19. The location is described in previous decrees at a point whence the North quarter corner of Section 20, Township 5 South, Range 89 West, 6th P.M. bears North 66° 29' East, 8,811.8 feet. Consulting Engineers and Hydrologists 909 Colorado Avenue ■ Glenwood Springs, CO 81601 ■ [970) 945-6777 ■ Fax [970) 945-1137 1 1 1 1 1 1 N11111 1 JUL-07-03 16=12 FROM,BALCOMB & GREEN PC ID=970945O902 PAGE 5/23 Scott Balcomb, Esq. December 31, 2002 Page 2 Source: Possum Creek tributary to Canyon Creek, tributary to the Colorado River. Appropriation: July 15, 2002 by construction of water structure and formation of intent to appropriate water. Amount 0.27 cfs, conditional Use: Aesthetic and fire protection Warner Ditch, 2nd Enlargement Location: Headgate located on the West bank of East Fork Canyon Creek in the NE% NEY4, Section 24, Township 5 South, Range 90 West at a point 805 feet from the North line and 530 feet from the East line of said Section 24. The location was described in previous decrees at a point whence the Northeast comer of Section 24, Township 5 South, Range 90 West, 6th P.M. bears North 66° 14' East 923.1 feet. Source: East Fork Canyon Creek tributary to the Colorado River. Appropriation: November 11, 2002 by location of place of use and formation of intent to appropriate water. Amount: 0.40 cfs, conditional Use: Irrigation and fire protection (supplemental irrigation on up to 137 acres in the NE'/4, Section 24, Township 5 South, Range 90 West, 6th P.M. via a sprinkler irrigation system)_ CHANGE OF WATER RIGHTS Vulcan Ditch and Vulcan Ditch, 1st Enlargement for 6.00 cfs and 4.00 cfs respectively are decreed for irrigation use. The ditch diverts from the west bank of Canyon Creek in the NW% SW'/., Section 25, Township 5 South, Range 90 West, 6th P.M. at a point 2,200 feet from the South line and 1,000 feet from the West line of said Section 25. The original water right was adjudicated in the District Court of Garfield County in Case No. 1319 and the First Enlargement was adjudicated in Case No. 4004. In Case No. W-2127, decreed in Division 5 Water Court on June 26, 1974, the court fixed the historic dry year consumptive use associated with the Vulcan Ditch water rights at 440 AF per year and made that amount of consumptive use available for augmentation use. The historic irrigation occurred on parts of the S'/2, Section 34 and the SWV4, Section 35, Township 5 South, Range 90 West, 6th P.M. and the N1/2, Section 6, Township 6 South, Range 90 West, 6th P.M. See Figure 2. Included in the augmentation uses are irrigation, pond evaporation and domestic use. A copy of the decree in W-2127 is attached. It is proposed that Mr. Knobel acquire 20 AF of the 440 AF adjudicated for augmentation in Case No. W-2127 and change the point of diversion and place of use to the Okanela Lodge property. The 20 AF is 4.54% of the total -----RESOURCE - -▪ �N E N 6+ ry E E i t i N r; i N C. 1 :• 1 1 1 1 1 1 N 1 1 1 JUL-07-03 16:13 FROM:BALCOMB & GREEN PC ID:9709450902 PAGE 6/23 Scott Balcomb, Esq. December 31, 2002 Page 3 adjudicated historic C.U. and proportionately equals 0.27 cfs and 0.18 cfs of the original and First Enlargement rights in the Vulcan Ditch. New points of diversion include: 1. Lewis Ditch No. 1 on Possum Creek 2_ Lewis Ditch No. 2 on East Fork Canyon Creek 3. Wamer Ditch on East Fork Canyon Creek The points of diversion for Lewis Ditch No. 1 and Warner Ditch are as described above. The point of diversion for Lewis Ditch No_ 2 is on the East bank of East Fork Canyon Creek in the NE% NE%, Section 24, Township 5 South, Range 90 West, 6th P.M., at a point 460 feet from the North line and 325 feet from the East line of said Section 24. The new place of use is on the Okanela Lodge property located in the NE%, Section 24, Township 5 South, Range 90 West, 611' P.M. The change in point.of diversion and place of use of 20 AF of historic C.U. and direct diversions in the amount of 0.27 cfs original priority and 0.18 cfs of the First Enlargement of Vulcan Ditch will not injury to other vested water rights users. The specific use of the 20 AF will be defined in a future augmentation plan. Sincerely, CE ENGINEERING, INC. Paul S. Bussone, RE Water Resource Engineer PSB/mmm 967-1.0 EAGient\967\sb water its 967.doc Attachment RESOURCE •nUU E N O J N E E fl i N G trim. 1 114' 1 1 1 1 1 1 1 1 1 1 1 • 1 JUL-07-03 16l3 FROM:BALCOMB & GREEN PC ID:9709456902 PAGE 7/23 J • Q anax 626 r.cf516,5 SCREDULo 2 TO WARRANTY DEED DATED May 2, �i 3,-3ETWErN HAMILTON R. DUNCA.N, JR-, INDIVTDUA.I-LY, A2 D AS RUSTEE. AND STORM KING MINES, INC. LK THE DISTRICT COURT IN -AND FOR 'MATER DIVISION NO. 5 STATE OF COLORADO CASE No, W-2127 IN THE ER Op TEE APPLICATION ) FLNDINGS of FACT, CONCLUSIONS FOR WATER RIGHTS OF RIVER5END ) OP LAW AND DECREE ,APPROVING DEVELOPMENT CORPORATION Ll ) -MANGE OP NATER BIGHTS GARFIEL COUNTY TRIS MATTR, having.come on for hearing upon the applica- tion of'Riverbend Development Corporation for approval or a change of water rights which was tiled on'December 3, 1973, and -the Court Having considered the pleadings, the tiles herein, and the evidence presented, FINDS: 1. That this matter was re--reler,ed to the Water Judge on February 27, 1974; that timely zrA adequate notice o; this pro- ceeding has been given in the Manner r_ouired by lax; and that the ,Macer Judge sitting in this Court has jurisdiction over.ttn subject matter of this proceeding and over ail parties ai rected hereby, whether they have appeared or not. The Colorado River 'later Con- servation District has timely entered an appearance in this proceeding; the C, y and County o' Denver, acting by Ad through it: Hoard of Water Commissioners. has timely rued a statement of opposition; and the time for the riling of additional statements of opnosit'-on has expired. 2. AppUcant owns aporoxisately 1.5 square miles in Town- ships 5 and o .,Dacia, tinge 90 West .of the 6th P.M., of which it intend: to deme=op aporoslsately 600 acres for resident_al and recreational purposes. The developme twill eventually contain approximately 550 dwelling units and approximately 120 acres of irrigated taeadow. Applicant has r+le.1 this application ror change of water rwghts in order to provide a water suoply .for this develoome:t on a year-- round basis. JUL-07-03 16:13 1 1 1 1 1 1 N 1 1 1 1 1 1e 1 FROM:BALCOMB & GREEN PC • ID=97084S8902 PAGE 8/23 tD `-' uffa 62'; 1%,_151-39 3. Applicant owns the following water r_5hts: in October 10, a. Vulcan Ditch, Basin Ra ority No. 1473 7r 3ti Division 5, P1973riority tNo.. 75Ditch No. 106 in District No. 39, £' Ho. 175,roortac+on date April 1, 1907, for 6.0 cls., Decree of tale District Court in and adjudicated by County, entered September 14, 1908. for Garfield County, N Vulcan Ditch First Enlargement, 5asin�Raz istNo 4l 3729 9 In October 10, 1973 Revised Priority6 Division 5, ?r' -ori`., No. 2)42, being Ditch No. 106zte in DistriC No. 39, for;4.0 cfs-, app - October 8, 1942, adjudleated by Decree of the District Court in and for Garfield County, entered September 5, 1952. The decreed. point of diversion ifrom Canyon Ccoi'k at•a point on the West bank cofwhence o1C 5 ner cocmon to Sections 23, 2.4, 25 and6+ !test 1652-7 South, Range 90 West bears South 89ao0 Leet, variation 15° Eget. the actual point of diver-. sioa is and apparently alWaYe has been at.a point on the West bark of Canyon Creek in the 0 1Wstsof/the t.4 Section 25, Township 5 South, Range 9 6th P.M. wells, as conditionally decreed by the b. Waterae following b the Cow -t in and for Water Division NO. Number • Referee's Ruling of March 21, 1974,�in� date bore W--2125, for 0.67 cfs, each, appropriation 1, 1973, located as follows: Riverbend Well No. 1: At a point whence the South- . west Corner of Section 35, Township 5 South, RapFe 90 West of the 6th P.M. bears South 02°30' West 2680 fe-t- Riverbezld Well No. 2: At a paint whence the South- west Corner or Section 35, Township 5 South, age 90 West of the 6th P.M., bears South 10`30' West 2600 feet. Riverbend Well No. 3: At a point whence the South- west Corner of Section 35, Township 5 South, Range 90 West of c:1e 6th P.m., bets Sourh 18°00' West 2610 feet. Riverbend Well No. 4: Atavoint ,�,oxnshiwhence the SSouth weSt Corner of Section 35, bears Shuph 5 2Sout West 90 West of the 5th ?_..., 2590 feet. Riverbend Well No. 5: At a point whence the South- west Corner of Section 35, Township 5 South, 90 ;lest of the 6tj1 P.:`.- bears South 34°30' West 2675 feet. 4_ The source of .supply for the domestic water service for applicant's development will be :rater diverted from the Colo- rado Rive= alluvium. This water will be directly applied to municipal -type purposes to.supoly the development through a central water suvpiY systec. The means of diversion of such :cater will be through .'.:ver end '.ells 1, 2, 3, 4 and 5. in order to provide water service through its central system during tines of the year when its JUL-07-03 16=13 FROM:BALCOMB & GREEN PC 1 1 1 1 1 1 1 w 1 1 1 1 1 Is 1 ID=9709456902 PAGE U/ L.3 7- wells Will be out of priority, applicant proposes Ca use said wells as alternate points of diversion for Dart or its Vulcan Ditc:^. rights, while cont_+zuing . Ca divert through Vulcan Ditch for irriga- � Az long as the feta'_ tion purFpses , to the extent per6itt,.d. amount of water diverted through wells and ditch does not exceed tater decreed to Vulcan Ditch and as long as the the amount of s combined depletion to the river system from the Fiiverocnd wells the historic depletion from and Vulcan Ditch is not greater than ed by applicant's Vulcan Di -ch, no vested rights will 'e injured change of point of diversion of part or all of the Vulcan Ditch rights_ The• total. consumptive use of the Vulcan Ditch rights 5.dry years. Since has been approximately 4140 acre reet per year the precise allocation o: water a aon8 the•several uses to which applicant proposes -to put its rights la connection with its project Is not fixed, the amount of the annual depletions to the Colorado River and Canyon Creek caused by water use in applicant's develop- ment cannot presently be ascertained. 'However, the 440 acre feet consumed historically is available for consumption Ln development without injuriously affecting other water rights. The amount of =onst6XPti4e use associated with each aspect of applicant's development has been calculated as follows-. For residences, all of which will be connected to a central water and Sewer system, household consumptive use, not ,nc1udi g yard irrigation, be 3/ of the water supplied thereto. Although there may be certain other farms of consumers oa the central water system than single - units, such as multi -rankly or -light family domestic dwelling commercial, the total consumptive use can adequately be expressed a'1 a function of "residential equivalent units." Each,resideati&1 equivalent unit =Z1 require the diversion for in-house purposes z00 of of 0.3920 acre-.: =ft per year, based upon a per capita dept gallons per day, and an occupancy of 3.5 persons per dwelling unit_ At 3% consumoc!ve use, this results in an annual Consumptive use or 0.0113 ac=e -feet per resident --.3 equivalent unit. Applicant's JUL-07-03 16=14 FROM=BALCOMB & GREEN PC 1 1 1 1 1 1 1 N 1 1 1 1 1 1e 1 ID=97094S8902 sewage treatment program contemplates by its sewage treatment plane acres of pasture and hay meadow diverted through Vulcan Diec'a tion of a pond in which when no land is beers Succeeding summer by meansthat StOrao se space will be during the following carryover 'storage tuai 60.3 nLE571 reuse of the effluent produced for irrigation of approxi -mately 120 historically irr'_Saced by water mht 3 program will regc:i-"e con3true- tostore erfluene during the uinter period irrigated. This pored will be emptied each of the said land treatment pro!2' so available for the storaee of winter. This will result in there from one year to another- The exact size .. to have a but 1t is expected not been determined, of of between four and twenty acres. The evaporation surface of this pond 13 calculated to acrt _of water surface per year calculated at the design level. Applicant will supplement the irrigation_ required for a fu -'-1 supply thereon by the direct ,he Vulcan Ditch or the Riverbend Kew- Por aloes PAGE 10/23 y#)b effluent pond surface area water from the has effluent being no of the feet per be 1-0 acre high water pasture a3 of water through of whether 1t :s 1-r•ff2red by the historic hay this effluent or by water dive_tied through Vulcan Ditch or the. Riverhead wells, consumptive use is calculated to'be 2.0 water acre t_ve use of irrigation lawn per acre pe"' year. The consu.►p - and landscaQe purposes is also calculated to be 2-0 acre feet per of the diversion acre per year. fromLhe The total yearly consumptive use -resultiJ b_ ages envisaged by applicant may be conveniently ex - several Burp pressed by e thfollowing formula: [0_0118 acre-feet x A] + [1.0 acre feet/acre x B] x [2..0 acre feet/acre x C3 + D = 440 acre feet where A 1s the total nembe- of reSidentiaY equiv°.ent B is the surface area in acres calculated at the units; a effluent stc-age design *s18='= water level Of the Setira$ Landscape i number of acres of lawn--, Lan oono; C_es the tate the central :rater system rr' fit. cn supplied byv meadow continued or other hi amount, , and the number of ecres of histornd 0 is ic hahe y Yearly in Irrigation, each Yoeherear; aconeum?tive uses_ in acre feet, o= any The use of this s formula limos the amount or water which may be consumoCieelyused to an amount which will prevent injury to other JUL-07-03 16:14 FROM:BALCOMB & GREEN PC 1 1 1 1 1 1 w111111. 1 ID:9709458902 40-A 62G Mci5'?2 applicant flexibility in determining Nater users, while permittingPp the allocation of its water resources_ So long as applicant's form to this CorL1a and net depletions oC the Colorado dreg con=�thc:l no in - River system do not exceed 440 acre•feet per year, jury will occur to the rights of other water users. 7. Applicant's proposed change of water right involves moving the point of diversion of the Vulcan Ditch priorities !'rocs • change could have the a tributary to .the mzin=�tem river• Such a effect oC enhancing the physical supply of water available to appli- cant, to the detriment of rights on the mainstem river and the :atter left in Canyon Creak, river system as a whole_ In addition, yells tuaY be subject to Lo the extent oC water takers through the the Colorado interception by Junior water rights prior to reaching (Aver mainstem, :rherd 1t is required in order to avoid injury to users thereon. IS' a licant 15 required to install a Inez-Suring Ap ate to insure in Canyon Creek or on the Vulcan Ditch headg that it3 supply of water would not exceed the amount that would have ..,i :t of d?•rc=;i= :, �d means t Lr., p been available to -= a :,_sto_ c P to insure the delivery of water to the Colorado Rives in such amount. as is being diverted from the alternate roi_nt of diversion, proper administratido can be fa.c:.litated. PAGE 11/23 CONCLUSIONS OF LAW The Court rinds as a matter oC law: 1. The change of water rimht3 proposed by applicant is lawand if administered in accordance with one contemplated by , this decree, these will be no adverse effects on any vested water rights on the Colorado R,Yer system. 2. The State EngineerImaY be lawfully required to ad- minister ttt priority in the fanner set forth herein. DEC=E IT iS, THEREFORE, ORDERED, ADJUDG.D AND DECREED: 1. The ct:angt of water ri ants contemplated by applicant herein is hereby _approved subject to the Co'2pwirC conditions: JUL-07-03 16:14 FROM:BALCOMB & GREEN PC 1 1 1 1 1 1 1 1 1 1 1 1 1t 1 ID:9709459902 PAGE WAX (;26 r573 a. That the total amount of Yater diverted throug4 all of applicant's points of diversion at ani tive not exceed the amount decreed to the Vulcan Ditch. b. Applicant shall operate its development by oceans of a central water and sewer system, supplemented by Vulcan Ditch diversions as described in paragraph 5 oC the Findings or Fact hereof. c_ That applicant's depletion or the Colorado River and Canyon Creek, pursuant to the exercise of the rights described herein, not exceed 440 acre feet per year, and that applicant's consumptive use of water for all purposes be determined by the following formula: 00.011.8 acre-feet x A] + [1.0 acre feet/acre x B] + [2.0 acre feet/acre x Cl + D 440 acre feet where A is the total number of residential equivalent units; B is the surface area in acres calculated at the design.high Mate_ level of the sewage err'lue_^_t storage pond, C .is the total number or acres scof lawn, 1andtersca,e e?� or other irrigation supplied by and the number of acres of historic hay meadow continued in '_=riga ion, .11:t -ear; and D is Che tot 7'_ -- unZ' la acre feet, o: _.y other coasu '+ti7c uses- At. the request of the Division Engineer, the Denver Water Board or tae Colorado River Water Conservation District, applicant shall supply evidence establishing the values or the variables used in ;.he said equation_ d. - Applicant shall not divert more water at any time at its new alternate points of diversion,a:id at its historic points or diversion combined than would have been available to it at the historic point of diversion. Ap— • plieant shall lastall measuring devices, continuous re- corders and ditch turnout's in the zeadgate of_the Vulcan Ditch or in Canyon Creek Just upstream therefrom, sufficient in the opinion of the Division 'Engineer to permit the ad- ministration with respect to historic availability, and sufficient to guarantee the delivery of water to :he mainstem of the Colorado River in che account of tbe_+•tater being pumped at the alternate points of diversion_ r 12/23 JUL-07-03 16:15 FROM=BALCOMB & GREEN PC 1' . • 1D=9709458902 J PAGE 13/23 1- 2_ It is•hereby specifically ordered, adjudged and decreed that applicant may continue to use the present point -of diversion of Vulcan Ditch, the location of >inch is ac a poinC on t re• crest bank of Canyon Creek in the NWl/4 SWd1/4 Section 25, Township 5 South, Range 90 West or the 6th P.M. 3. Further, it is hereby ordered, adjudged and deem ed that applicant may also use alternate points of diversion for part or all of the Vulcan Ditch rights at Riverhead 4e11s 1, 2, 3, 4 and 5, located as described in Finding 3(b). 4. Further, it is hereby ordered, adjudged and decreed that applicant's water rights above-described may hereafter be used for year-round municipal use .(including commercial.,. indus- trial, domestic, irrigation incident thereto, and sewage treatment including land disposal.), irrigation, recreation, fish and wild - lite propagation, and all ocher beneficial purposes, including storage for each of the above purposes_ Dated this ,Xe day or ' , 1974.. APPROVED: / kenneth salcomb, Attorney for Colorado River dater Conser- vation District er Judge Water Division No. 5 State of Colorado jCenneth r. 9roar_nurst, Attor- ney .for City and County o: Denver, acing by and through its Board of Dater Commis- sioners JUL-07-03 16:15 FROM:BALCOMB & GREEN PC 1 111 11 1 1 1 1 1M 1 1 1 1 1 1 1 1 1D: 9709458902 PA(:1: 14/23 Urn E S OURCE 1111.... 11...11 ■.11.11 E N G I N E E R I N G I N C. David Jones, Esq. Balcomb and Green, P.C. PO Drawer 790 Glenwood Springs CO 81602 RE: Okanela Lodge — Peter Knobel Dear David: March 17, 2003 The Colorado Water Conservation Board (CWCB) has proposed instream flow appropriations for Canyon Creek, East Canyon Creek and Possum Creek. The Canyon Creek and East Canyon Creek minimum stream flow segments are above the Okanela Lodge property. Each of the stream segments terminates at critical ditch headgates; Baxter Ditch #1 on Canyon Creek and Keyser Creek Ditch on East Canyon Creek. In our opinion these CWCB instream flows protect the flow in the upper reaches of the respective creeks without negatively impacting Mr. Knobel's water rights plans. The CWCB Possum Creek instream flow covers the entire creek from its headwaters to the confluence with East Canyon Creek. It crosses through Okanela Lodge property and is more problematic. The CWCB minimum flow has been adjusted downward for the summer months to account for two of the water rights owned by Mr. Knobel on Possum Creek (Possum Creek Ditch and Possum Ditch #1). And of course, these two water rights are senior to the proposed instream flow appropriation. Lewis Ditch No. 1 on Possum Creek is also owned by Mr. Knobel and is senior to the CWCB claim. In Case No. 02CW400, Mr. Knobel claimed a new water right at Lewis Ditch No. 1 for 0.27 cfs, aesthetic and fire protection. This water right, although very junior relative to the Canyon Creek rights, should be senior to the CWCB instream flow. However, future development of water resources on Possum Creek will be seriously impacted by this appropriation. It would be ideal if the downstream terminus of the instream flow reach would be at or above the Lewis Ditch No. 1. We have not conducted a full analysis of the CWCB report which supports the claim for 2.40 cfs (May 1 — August 14) and 1.60 cfs (August 15 -- April 30) on Possum Creek. However, our initial review indicates that the analysis procedure is appropriative. A copy of the report is attached. If you would like for us to look into this matter in more detail, please call. Sincerely, RESOURCE ENGINEERING, INC. auI S. Bussone, P.E. Water Resource Engineer PSB/mmm 967-1.0 E:\Client\9674j cwcb 967.doc Attachment Consulting Engineers and Hydrologists 909 Colorado Avenue • Glenwood Springs, CO 81 901 ■ [970) 945-6777 • Fax (970) 945-1137 JUL-07-03 16=15 FROM BALCOMB & GREEN PC 1 1 1 1 1 1 1 1 1 1 1 1 1 r ID=9709450902 PAGE 15/23 Stream: Possum Creek Executive Summary Water Division: 5 Water District 39 CDOW#: 26840 Segment: Headwaters to East Canyon Creek Upper Terminus: Headwaters at (Latitude 39° 38' 42") (Longitude 107° 2T 16") Lower Terminus: East Canyon Creek at (Latitude 39° 36' 04") (Longitude 1079 26' 24") Counties: Garfield Length: 5.8 miles USGS Quad(s): Carbonate, Adams Lake, Storm King Mountain Flow Recommendation_ 2.40 cfs (May 1' — August 145 ,_1..60 cfs (August 151—April 305 _1_ JUL-07-03 1B 15 FROM=BALCOMB & GREEN PC ID=9709458902 1 i 1 1 1 1 1 1 1 1 1 1 1 1 PAGE 1 tai s Summary The information contained in this report and the associated instreana flow file folder forms the basis for staffs instream flow recommendation to be considered by the Board. It is staff's opinion that the information contained in this report is sufficient to support the findings required in Rule 5.40. Colorado's Instream Flow Program was created in 1973 when the Colorado State Legislature recognized "the need to correlate the activities of mankind with some reasonable preservation of the natural environment" (see 37-92-102 (3) C.R_S_)_ The statute vests the CWCB with the exclusive authority to appropriate and acquire instream flow and natural lake level water rights_ In order to encourage other entities to participate in Colorado's Instream Flow Program, the statute directs the CWCB to request instream flow recommendations from other state and federal agencies. The Bureau of Land Management (BLM) recommended this segment of Possum Creek to the CWCB for inclusion into the Instream Flow Program_ Possum Creek is being considered for inclusion into the Instream Flow Program because it has a natural environment that can be preserved to a reasonable degree with an instream flow water right. The BLM is very interested in protecting stream flows because the stream has been historically stocked with Colorado River Cutthroat Trout, and the stream is very suitable for long-term management of a cutthroat population. Possum Creek is a tributary of Canyon Creek and is approximately 6.0 miles long. It begins between Haypress Lake and Deer Lake at an elevation of approximately 10200 feet, and terminates at the confluence with the Canyon Creek at an elevation of approximately 6,050 feet. Of the 5.8 mile segment addressed by this report, approximately 75% of the segment, or 4.4 miles, is located on federal lands, while the remainder of the segment, 1.4 miles, is located on private lands. The creek is located within Garfield County. The total drainage area of the creek is approximately 6,8 square miles. Possum Creek generally flows in a southwesterly direction. The subject of this report is the entire length of Possum Creek, from the headwaters to the confluence with Canyon Creek. This segment is located northwest of Glenwood Springs_ The staff has received only one recommendation on this segment, from the Bureau of Land Management. The recommendation for this segment is discussed below. instream Flow Recommendation(s) BLM recommended 2.4 cfs, summer, and 1.9 cfs, winter, based on its August 29, 1996, data collection effort (see Appendix A)_ The modeling results from this survey effort are within the confidence interval produced by the R2Cross model. d Status Review Upper Terminus Lower Terminus Total Length (miles) Land Owners % Private % Public Headwaters J East Canyon Creek 5.8 25% 75% Approximately 75% of the reach is located on federal lands managed by the BLM. -2- JUL-07-03 16:16 FROM:BALCOMB & GREEN PC 1 1 1 1 1 1 1 w 1 1 1 1 1 1 1 10:9709450902 PAGE 17/23 Biological Data The BLM bas conducted field surveys of the fishery resources on this stream and have found a natural environment that can be preserved. As reported for this reach of stream in the letter to the CWCB "Fishery surveys indicate that the stream environment is in good condition, and supports a self-sustaining brook and brown trout fishery. Channel and bank stability, substrate, and water quality are excellent for salmonids. However, lack of pools and suboptimal cover are limiting factors for fish habitat, underscoring the importance of adequate flows to prevent further stress to the fishery. Because of some natural stream barriers, the stream also has potential to provide habitat for Colorado River Cutthroat Trout" (See CDOW Fish Survey in Appendix B). In addition, Colorado Division of Wildlife has historically stocked this stream with Colorado River Cutthroat Trout. Field Survey Data BLM staff used the R2Cross methodology to quantify the amount of water required to preserve the natural environment to a reasonable degree. The R2Cross method requires that stream discharge and channel profile data be collected in a riffle stream habitat type. Riffles are most easily visualized, as the stream habitat types that would dry up first should strearnflow cease. This type of hydraulic data collection consists of setting up a transect, surveying the stream channel geometry, and measuring the stream discharge. Appendix B contains copies of field data collected for this proposed segment. Biological Flow Recommendation The CWCB staff relied upon the biological expertise of the cooperating agencies to interpret output from the R2Cross data collected to develop the initial, biologic instream flow recommendation. This initial recommendation is designed to address the unique biologic requirements of each stream without regard to water availability. Three instream flow hydraulic parameters, average depth, percent wetted perimeter, and average velocity are used to develop biologic instrearn flow recommendations. The CDOW has determined that maintaining these three hydraulic parameters at adequate levels across riffle habitat types, aquatic habitat in pools and runs will also be maintained for most life stages of fish and aquatic invertebrates (Nehring 1979; Espegren 1996). For this segment of stream, one data set was collected with the results shown in Table 1 below. Table 1 shows who collected the data (Party), the date the data was collected (Date), the measured discharge at the time of the survey (Q), the accuracy range of the predicted flows based on Manning Equation (240% and 40% of Q), the summer flow recommendation based on meeting 3 of 3 hydraulic criteria and the winter flow recommendation based upon 2 of 3 hydraulic criteria. • 1QV1G r. L{iIp Party Date Q 250%-40% Summer (3/3) Winter (2/3) BLM 8/29/1996 4.08 10.2 —1.6 2.4 1.9 BLM - Bureau of Laud Management IJV w - urvzwov oz w uaua (1) Predicted flow outside of the accuracy range of Manning's Equation. ? - Criteria never met in R2CROSS Surging Table. Bioloeic Flow Recommendation The summer flow recommendation, which meets 3 of 3 criteria and is within the accuracy range of the R2CROSS model is 2.4 cfs (See Table 1)_ The winter flow recommendation, which meets 2 of 3 criteria and is inside the accuracy range of the R2CROSS model is 1.9 cfs (See Table 1). -3- JUL-07-03 16:16 FROM=BALCOMB & GREEN PC ID=9709458902 1 1 1 1 1 1 1 PM 1 1 1 1 • 1 PAGE 1U/2:..1 Hydrologic Data After receiving the cooperating agency's biologic recommendation, the CWCB staff conducted an evaluation of the stream hydrology to determine if water was physically available for an instream flow appropriation. The hydrograph below was derived from data collected by the USGS stream gage for Possum Creek above New Castle, CO (1D #09085400), which has a drainage area of 6.4 square miles (See Gage Summary in Appendix C). The total drainage area of the Possum Creek Drainage upstream of the East Canyon Creek is approximately 6.8 square miles. The period of record for this gage was 1969 to 1982, the period of record used by staff in their analysis was 1969 to 1982, or 13 years of record. Table 2 below displays the flow of Possum Creek upstream of the East Canyon Creek (Table 2), in terms of a percentage of exceedence. Table 2: Possum Creek cstilaatcd flow warrior* of East Canyon Crock a a�qmirchus. Ctidzer lace ter Deventer BreeErres l% Ji my 3s Abw7 m3 Rich MO ts8 Iffilf mat 'ANCI 61 ...... 25A6 rti 53 421 92 s A 95 3 25 25S 7Z 383 s3 15 as 5 39 3 ata 10% 25 24 22 59 32 44 t2 64 45 37 3 28 3716 21 2 1.9 43 255 33 SE 59 41 35 27 28 9316 to 1.7 16 25 14 19 71 48 92 27 23 2 M% 13 u u is 699 8 48 3 23 22 t8 1.5 1.1 1.1 12 1.5 4511 62 37 26 2 2 1.1 12 83% 096 ala t1 1.4 3.9 29 t6 IV 1 59 .1 0.963 Q& 4417 CM' 12 287 u2 u t1 0.Q 581 ate Q 1 4- LD Possum Creek Stream Flow 3 V w w 1 O .W+" MB rw APR ,MY AN A¢ Month AVB 11E. Oct NW arc Table 2 above shows that the summer recommendation of 2.4 cfs is available April 15 through October 31' and the winter recommendation is available November 1 through December 31st. The winter flow recommendation were further reduced to 1.6 cfs for the time period of January through April I4th based on limited water availability. Precipitation Data Staff reviewed local precipitation data sets from 2 different sites located around. the Canyon Creek Drainage (see Precipitation Data in Appendix C)_ These sites include Rifle and Glenwood Springs. Table 3 shows the water year and the percent of average precipitation recorded at each site. -4- JUL-07-03 16=17 FROM,EALCOMB & GREEN PC 1 1 1 1 1 1 1 1 1 1 1 1 1 11* 1 Table 3: Precipitation Data as a percentage of Average. Rifle 1D=9709458902 Glenwood Springs % Averac;e PAGE 1969 - 141% 128% 1970 125% 140% 1971 104% 116% 1972 118% 92% 1973 No Data No Data 1974 85% No Data 1975 1 85% No Data 1976 96% 77% 1977 85% 102% 1978 136% 147% 1979 No Data No Data 1980 No Data No Data 1981 137% No Data 1982 111% 114% Average 111% 115% Table 3 shows a slight variation of precipitation between the two precipitation sites. It is staff's opinion that the 13 years of stream -flow data analyzed is representative of slightly above average water -years. Existing Water Right Information Staff has analyzed the water rights tabulation and consulted with the Division Engineer Office (DEO) to identify any potential water availability problems. There are 2 decreed surface diversions (Possum Creek Ditch and Possum Ditch #1) within this reach of stream. After discussing the above water availability analysis with the DEO and taking into account the existing diversions, the summer recommendation was reduced to 2.4 cfs from May 1st through August 14th and the winter recommendation was reduced to 1.6 cfs from August 15th through April 30th. Based on this analysis staff has determined that water is available for appropriation on Possum Creek, from Headwaters to the East Canyon Creek, to preserve the natural environment to a reasonable degree without limiting or foreclosing the exercise of valid existing water rights. -5- JUL-07-03 16:17 FROM=BALCOMB & GREEN PC 1 1 1 1 1 1 1 1 1 1 • 1 1D=9709450902 PAGE 20/23 CWCB Staff's Instzeam Flow Recomumendation Staff recommends the Board form its intent to appropriate on the following stream reach: Segment: Headwaters to East Canyon Creek Upper Terminus: Headwaters at (Latitude 39° 38' 42") (Longitude 107° 22' 16") Lower Terminus: East Canyon Creek at (Latitude 390 36' 04") (Longitude 107° 26' 24") Counties: Garfield Length: 5.8 miles USGS Quad(s): Carbonate, Adams Lake, Storm King Mountain Flow Recommendation: 2.40 cfs (May — August 14th) 1.60 cfs (August 15th — April30th) -6- Possum Crcek_ISF_RPT_vl.doc JUL-07-03 16,17 FROM,BALCOME & GREEN PC 1D,9709466902 PAGE 21/23 1 JUL-07-03 ]6:16 FROM:BALCOMB & GREEN PC 1 1 1 1 1 aa E 0 0. CIS SZ. i 0 to .4 i.. 1 ID:9709459902 PAGE 22/23 Qo JUL-07-03 16:18 FROM.BALCOMB & GREEN PC 1 l• 1 1 1 1 1 1 1 lo 1 1 Exhibit A ID9709450902 PAGE 23/23 Structure 1 1 1 1 1 Priority No. Decreed Amount Appropriation Date Decree Date Case No. Amount Owned By Knobels Lewis Ditch No. 1 154BB-1 0.44 c.f.s., absolute 6/1/1885 '11/2211905 CA. 1148 0.44 c.f.s., absolute Lewis Ditch No.1 154BB-1 0.16 c.Ls., conditional 6/1/1885 11/22/1905 C.A. 1148 0.16 c.f.s., conditional Lewis Ditch No. 1 289 1.01 c.f.s., absolute 6/1/1920 11/10/1966 C.A. 4914 1.01 c.f.s., absolute Warner Ditch 291 4.65 c.f.s., absolute 6/1/1920 11/10/1966 CA. 4914 4.365 c.f.s., absolute Lewis Ditch No. 2 154BB-2 0.04 cis., absolute 6/1/1885 11/22/1905 CA. 1148 0.04 c.f.s., absolute Lewis Ditch No. 2 290 1.10 cf.s., absolute 6/1/1920 11/10/1966 C.A. 4914 1.10 cf.s., absolute Buster No. 1 Ditch 287 1.48 cf.s., absolute 6/1/1920 11/10/1966 C.A. 4914 1.48 c.f.s., absolute Possum No. 1 Ditch 288 2.14 cis., absolute 6/1/1920 11/10/1966 CA. 4914 2.14 c.f.s., absolute North Canyon Spring & Pipeline 0.203 cf_s_, absolute 5/5/1988 12/31/1990 90CW120 0.203 c.f.s., absolute North Canyon Spring & Pipeline' 0.033 c.f.s; conditional 5/5/1988 12/31/1990 90CW120 96CW261 0.033 c.f.s, conditional Deer Pond 0.84 a.f., absolute 8/19/1988 12/31/1988 88CW390 0.84 a.f., absolute Deer Pond Ditch 0.25 cf.s., absolute 8/19/1988 12/31/1988 88CW390 98CW220 0.25 c.f.s., absolute Cattail Spring 0.022 c.f.s., absolute 8/19/1988 12/31/1988 88CW390 98CW220 0.022 c.f.s., absolute Lewis Ditch No. 1 2n° Enlargement pending 7/15/2002 pending 02CW400 027 c.f.s., conditional pending decree Warner Ditch, 2ntl Enlargement pending 11/11/2002 pending 02CW400 0.4 cf.s., conditional pending decree Vulcan Ditch 6.0 c.f.s. 4/1/1907 9/14/1908 CA.1319 0.27 c.f.s. of Consumptive Use Credit as Decreed in W-2127 Vulcan Ditch, 1' Enlargement 4.0 c.f.s. 10/8/194.2 9/5/1952 CA. 4004 0.18 c.f.s. of Consumptive Use Credit as Decree in W-2127 1 !, GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and DKK * ., Res-Ste,//,a zeifoleZ 1 (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for �y}, PP /��i�SOY✓ 1 (hereinafter, THE PROJECT). ' 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. ' 3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the ' application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 1 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an 1111 application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid Iprior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. 1 1 1 APPLICANT Signature Date: Print Name Mailing Address: 1 Page 4 1 14 1 1 1 1 1 1 1 1 1 1 1 1� A 0 2 D(SF 16.DI O fi7 co CA N.D : W • 55 5 9 5 5 5 5 9 ®0®® ®®®01 A o ® 5 5 5 5 5 5§ 5 1= G 0000 OOOO® OW djolning 2119 O,%s :\.\,CI■ ; 1 aOi ® O f � i y V i \ AA�� - o - • • •11 \-1:11,:* k ..,11.\\.. EO NO, N..„,.N A'N OAF 4\` • +p,,♦ , k, \` Q ► • : O *Pr 00 - . • ►1!,111 Ox u: i, 1 • r�r rrr •rO rrv� • rrs rrva•• ems,- ��,��� �� 6 m :.• ;• r - ix 2 2- 0 N S QS i; r• o 11. • • +. y (Ali r; % �.� O . 9 . 9 : 2 -SF • • `^ 1- �� ® e® ;m",,-,......... ---r- - ♦ - -- .. :• �4 vrrr .•.•♦-AA♦ ►!•,• 0 r9 . a• G�� ® I�!_� .AAAA•.. •- a • r'�i •e�.AA♦�. �J.o .u..Q: • • •• •• oro - rrvrr G -F • • • • it'• 0 r• • 9 8' i v mow• i a- gI ‘6, 4 ip •= 1 �® • • • N -0 eT Y tl' • 1 Q e� i•�rr =ems !a� 2 r N . • W • N • . NS. .••••v a+�++srrrazz •Ae_A.... • • ! f p .-rrrr. r r• • W 9 eee • • wM.A• • ..:1• R 90Y • • • � R 90 R.89 I/2 w / s‘ • ' 89 1/2 l/ 7119-073-00-002 �• • 1 G -F I G • 55 5 9 5 5 5 5 9 ®0®® ®®®01 A o ® 5 5 5 5 5 5§ 5 1= G 0000 OOOO® OW djolning 2119 • • ---,-----,830-- • ,/, 002• 0 ,,, . + .0, 0, / ,,, IIIP E%ISTING CABIN / (-- ---/— 82 . , r t� Aiiio 6A 66 /06` n fU7UREh ' MAIN HOUSE + 41 Ai fre s 41 0 Ao;i:,,ircrr,,,_,,.,,, 5904 b ?A . ilIl ill • . . 4 lei Itt. 1411N11\'.:4 :'1b. 8 o SPECIAL USEB GARFIELD COUNTY, COLORADO = ` HIGH COUNTRY ENGINEERING, INC. DES. NO. DATE REVISION Y X DR. HMS HMS y tj ENGLISH AND ASSOCIATES, LTD. 1517 BLAKE AVENUE, STE 101 14 M' COVEDR. eS 'B EAST, STE. 0136 t . GLENWOOD SPRINGS, CO 111801 E NGLEWOOD, CO 801%2 = 12 VAIL ROAD - SUITE 700 PHPH(303)(970) 945-9676 PH(303) 925-0644 DATE 7/01/03 8 O VAIL, COLORADO - 945-2555 FX(303) 925-01147 FILEOKANELA RCH Eev d lt+101 Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St, Denver, dcrado 80203 (303) 866.3581 APPLICANT LIC WELL PERMIT NUMBER 251012 DIV. 5 WD 39 DES. BASIN MD PETER KNOBEL BALCOMB & GREEN P 0 DRAWER 790 GLENWOOD SPRINGS, CO 81602- (970) 945-6546 PERMIT TO CONSTRUCT A WELL A PROVED VV LL LOCATION GARFIELD COUNTY NE 1/4 NE 1/4 Section 24 Township 5 S Range 90 W Sixth P.M, DISTANCES FROM SECTION LINES 1253 Ft. from North Section Line 1249 Ft. from East Section Line UTM COORDINATES Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Weil Construction Rues•2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of approximately 40.00 acres described as that portion of Sec. 24, Twp. 5 S, Rng. 89.5 W, and Sec. 24, Twp. 5 S, Rng. 90 W, Sixth P.M., Garfield County, more particularly described an the attached exhibit A. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and lawns. 5) The maximum pumping rate of this well shall not exceed 15 GPM, 6) The return flow from the use of this well must be through en individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit , f y`o 3 APPROVED JSG State Engineer g Receipt No. 0510984 DATE ISSUED 06-12-2003 By DATE EcZO'd 88si 998 20L 1(1:14-6-12-2005 SEDY-10834 d31UF1 ONE ct:ET L©©Z Lr3 Jf1C STATE OF COLORADO OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1 313 Sherman Street Room 818 Denver, Colorado 80203 Phone (303) 866-3581 FAX (303) 866-3589 www,water.state.co.us FAX COVER SHEET PLEASE DELIVER THE FOLLOWING PAGES TO: / Hal D. Simpson, P.E. 7 State Engineer 8111 Owens Governor Greg 6, Walcher Executive Director DATE: TO: OFFICE: FAX NUMBER: • PHONE NUMBER: FAX FROM: TOTAL NUMBER OF PAGES INCLUDING THIS COVER SHEET: 0 Urgent 0 For Review ❑ Please Reply IF YOU DO NOT RECEIVE ALL OF THE PAGES AS INDICATED OR QUALITY 15 UNACCEPTABLE, PLEASE CALL US BACK AS SOON AS POSSIBLE. TELEPHONE: (303) 866-3581 FAX NUMBER: (303) 866-3589 • E0/T0'd 6852 998 20E 93:AnoE3d d31h[1 nIo ?T:F.T £00E-L0-onb AUG -19-2003 16:36 DIV WATER RESOURCES 303 866 3589 P.01/02 STATE OF COLORADO •OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room 818 Denver, Colorado 80203 Phone (303) 866-3581 FAX (303) 866-3589 www.wateristate.co.us • • FAX COVER SHEET PLEASE DELIVER THE FOLLOWING PAGES TO: TO: Fred Jarman FAX #: 970-384-3470 OFFICE: Garfield County Planning Department FROM: Craig M Lis TOTAL NUMBER OF PAGES INCLUDING THIS COVER SHEET: 2 DATE: 8/19/2003 Bill Owens Governor Greg E. Walther Executive Director w:d D. Simpson, PE. Gate; fngini yr JF YOU DO NOT RECEIVE ALL OF THE PAGES AS INDICATED OR THE QUALITY IS UNACCEPTABLE. PLEASE CALL US BACK AS SOON AS POSSIBLE. Telephone: (303) 866-3581 Fax Number: (303) 866-3589 MESSAGE: Peter Knobel - Permit No. 252419 PUG -19-2003 Form No. GWS -25 •APPLICANT 16: 37 DIV WATER RESOURCES OFFICE OF THE STATE ENGINEER COLORADO g., 1313 Sherman OFWATERado RESOURCES 03 (303)866-3581 303 866 3599 P.02%02 ,t /kik, -,t) LIC WELL PERMIT NUMBER 252419 DIV 5 WD 39 DES. BASIN MD PETER KNOBEL % BALCOMB & GREEN PC P 0 DRAWER 790 GLENWOOD SPRINGS, CO 81602- APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 24 Township 5 S Range 90 W Sixth P.M. DISTANCES FROM SECTION LINES 2080 Ft. from North 1340 Ft. from East Section Line Section Line (970) 945-6546 PERMIT TO USE AN EXISTING WELL UTM COORDINATES Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS QF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A), for a change of legal description and number of acres on the wet constructed under permit no. 161861, as the only well on a tract of land of 35.35 acres described as that portion of the E 1/2 of Sec. 24, Twp. 5 S, Rng. 90 W. Sixth P.M., Garfield County, more particularly described on the attached exhibit A. 4) The issuance of this permit hereby cancels permit no. 161661. •5) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 6) The maximum pumping rate of this well shall not exceed 15 GPM. 7) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 8) This well must be located not more than 200 feet from the location specified on this permit 2/rk, APPROVED JSG State E Receipt No. 0514019 DATE ISSUED 08-18-2003 By EXPI TION DATE 08-18-2005 TOTAL P.02 • • • AUG -20-2003 09:06 DIU WATER RESOURCES OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room 818 Denver, Colorado 80203 Phone (303) 866-3581 FAX (303) 866.3383 www.water.state.co.us 303 866 3589 P.01/02 STATE OF COLORADO FAX COVER SHEET PLEASE DELIVER THE FOLLOWING PAGES TO: TO: Fred Jarman FAX #: 970-384-3470 OFFICE: Garfield County Planning Department FROM: Craig M Lis TOTAL NUMBER OF PAGES INCLUDING THIS COVER SHEET: 2 DATE: 8/20/2003 Bill Owens Governor Greg k, Walcher Execunvc Direaor Hal 0, Simpson, f!E. State Engineer IF YOU DO NOT RECEIVE ALL OF THE PAGES AS INDICATED OR THE QUALITY IS UNACCEPTABLE, PLEASE CALL US BACK AS SOON AS POSSIBLE. Telephone: (303) 866-3581 Fax Number; (303) 866-3589 MESSAGE: Peter Knobel well permit no. 252420, Guest House Well. AUG -20-2003 09:05 DIU WATER RESOURCES OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 886-3581 Form No. GWS -25 •APPLICANT 303 856 3589 P.02/02 LIC WELL PERMIT NUMBER 252420 DIV. 5 WD39 DES. BASIN MD PETER KNOBEL BALCOMB & GREEN PC P 0 DRAWER 790 GLENWOOD SPRINGS, CO 81602- (970) 945-6545 PERMIT TO rnNc-rat I(T A Wr1 1 APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 NE 1/4 Section 24 Township 5 S Range 90 W Sixth P.M. DISTANCES FROM SECTION LINES 2111 Ft. from North 500 Ft from East UTM COORDINATES Northing: Easting: Section Line Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(OI)(A) as the only well on a tract of land of 35,35 acres described as that portion of the E 1/2 of Sec. 24, Twp, 5 S. Rng. 90 W. Sixth P.M., Garfield County, more particularly described on the attached exhibit A. The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit j/gee 3 G C 17 Jal APPROVED JSG State Engineer Receipt No. 0510985 DATE ISSUED 08-18-2003 • By EXPIRATION DATE 08-18-2005 TOTAL P.02 1 NM MN MN Li 11 NM XXX 262 X66 rFE 4. •} u s6upitel4;o angel 1 -IS 213A0D ZrnZ • • § E 0 C4; t r P Z Z > Z 0•. 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BEDROOM 1I LIBRARY LIVING/DINING ROOM ROOM NAME C -0 "0 m 70X1707077 c -0 "0 m C -0 '0 m C - 0 m C -0 -0 m C -0 -0 m X17:3777770M70 c 73 -0 m C 0 -0 m C v "0 m C 70 '0 m C 70 -0 m c '0 "0 m c 70 'D m XIXIX/70 c -0 "0 m C -0 '0 m C 73 -0 m C 'V "0 m 7:r C -0 m Mr' r m < m -1 • am m z • S 88'41'19" W 2220.44' C4 60.00' ROAD EASEMENT r„, EXCB P.0.8. COR SEC 24 87 1!. M ALUM CAP /� �� �� f,416.e4K4fri aft I z Cr; W • •' EXL1 D D z v v 2 m 0 (, m m r m O r 7 O J 0 m 0 21-m rn D . m g 0 m 0 0 0 0 D 0 0 EXC3 W 1187.07 1073.98 1298.98' 8 a NE1/4 SEC 24 BIN ALUM CAP 8, 8 8 4 8 8 5 8 6 8 B 8 G 8 8 8 i 3 8 8 8 R A 8 A 8 8 8 a 4 8 8 Y 5. a 8 8 8 A 8 2. 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VARIES ROOM FINISH SCHEDULE- LOWER & MAIN LEVELS 3/4' RUBBER STALL MATS 3/4' RUBBER STALL MATS T.B.D. 3/4' RUBBER STALL MATS T.B.D. 3/4' RUBBER STALL MATS T.B.D. 3/4' RUBBER STALL MATS CONCRETE SLAB ROUGH 7 'OWL 80011 000M08V41 CONCRETE SLAB CONCRETE SLAB � 9 A 9 CONCRETE SLAB E 9 om ROUGH o ROUGH 8� A 8 8 PLANK WOOD 8 0o YIANK WWV PLANK WOOD 9 5/8' GYPSUM BOARD $ 15/8' GYPSUM BOARD EXPOSED STRUCTURE EXPOSED STRUCTURE EXPOSED STRUCTURE EXPOSED STRUCTURE W o 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD EXPOSED STRUCTURE ti e 6 SKIM CMT / PID. n,„ BASE - COLOR T.B.D. SKIM CMT / P1D. SKIM 0081 / P10. COLOR T.8.D. COLOR T.B.D. SKIM CMT / PTD. COLOR T.B.D. SKIM CMT / PID. COLOR T.B.D. 6 . 6 SKIM CMT / PTD. 9 g 3 SKIM COAT / PTD. COLOR I.B.D. COLOR T.B.D. 4 g SKIM CMT / PTD.. _ I BASE I - COLOR T.B.D. 1 SKIM COAT / PTD. o 1 SKIM COAT / PTD. SKIM COAT / PTD. SKIM COAT / PTD. SKIM COAT / P1D. . 4 g 9 4 g COLOR T.B.D. g 9 g 9 SKIM COAT / 110. R SEE WALLS ABV. 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