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Home My WebLink About1.0 ApplicationLand Use Change Permit Application Accessory Dwelling Unit Alpen Badgett and Dina Bowers 0956 County Road 106 Carbondale, CO 81623 alpendaniel@yahoo.com 970 948 7822 Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Owner/Applicant Name: Aloe tA, 13,,,c(2A.-i- Phone: (99-0) 948 782a • Administrative Review • Development in 100 -Year Floodplain • Limited Impact Review • Development in 100 -Year Floodplain Variance • Major Impact Review • Code Text Amendment • Amendments to an Approves LUCP ❑ LIR ❑MIR ❑ SUP \ • Rezoning ❑ Zone District PUD ■ PUD Amendment • Minor Temporary Housing Facility • Administrative Interpretation • Vacation of a County Road/Public ROW • Appeal of Administrative Interpretation • Location and Extent Review • Areas and Activities of State Interest • Comprehensive Plan Amendment • Accommodation Pursuant to Fair Housing Act • Pipeline Development • Variance • Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: Aloe tA, 13,,,c(2A.-i- Phone: (99-0) 948 782a Mailing Address: 9 j (o cc. 0r, R ocLd \ 0 y City: lio,rkonciate. State: 0 Zip Code: 81 X23 E-mail: air er,do,!-1ie10ya.,h.00•Gorn Representative (Authorization Required) Name: Phone: ( ) Mailing Address: City: _ State: Zip Code: E-mail: PROJECT NAME AND LOCATION Project Name: Assessor's Parcel Number: 2 3 9 z) - _L 8 3 - C5 0-00.13_ Physical/Street Address: 0 9, 5 -Co Cour\`�y R, aa,d t 0 (Garor4c J e CO at 623 Legal Description: 1 ,vr<.e( oc L ' c\ S,--uq,licci 1n 1—a+ 1,0 eg 5rc---i--t1,r%63,TwrtSCI.'tr4 5.44n 1Zwn/e88 WaS4-a-( G Pr'cnc'ee0,1 t eridluh s-(-erly of CZ. l06 Nor-�inec*/ L1heCoa)er-latl iavunst�er Zone District: R,U Property Size (acres): o•9 0 S re Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") /t' agrel as follows: 1. The Applicant has submitted to the County an application for the following Project: f-c.e.d ?e.4-14,11,4- sem �,ti„�tl� PI 0 4 ,4- 2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the 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. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The 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, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person: Billing Contact Address: O? Gam;, vl "achAL.t (.00 City:p / �'Jp✓Ci(- Billing Contact Email: Phone: q) ;a State: Cc ' Zip Code: 8)LC - Printed Name of Person Authorized to Sign: Date) Project Description The applicant is proposing to remove the existing dwelling (mobile home) located on the property and replace it with new construction of a primary home and attached ADU. The site of the proposed home is at an optimum location on the property as the topography is level, the proposed/existing OWTS is at a lower elevation, there is established access from the county road, a power line is in place, the water supply is available, and most trees of six inches of caliper or greater can be preserved. The proposed ADU sits at RU zoned property on .905 acres and is a one bedroom, single story, 11 foot high, 464 square foot attachment to the planned new building envelope. The proposed primary driveway is accessed off County Road 106 over an existing culvert (Rockford ditch) and is in place at 2,600 square feet. Construction for the project is estimated to take place over one year, with excavation starting in Sept. 2016 and lasting 3-4 weeks. 1111 11 1111 11111 11111 11131111111111 11111f111111I Filed ' 647164 02/23/2004 04:01P 81863 P829 11 PLSDORF o c l ock Recept 1 of 2 R 11.00 D 20.50 GARFIELD COUNTY CO poo ozif M. RECORDER.,. By DEDUTY. WARRANTY DEED THIS DEED, Made on this day of February 24. 2004 between GARY LELAND BALLARD of the County of GARFIELD ALPEN DANIEL BADGETT and State of Colorado of the Grantor(s), and whose legal address is : 956 CO ROAD 106. CARBONDALE. CO 81623 of the County of GARFIELD and State of Colorado , of the Grantee(s): WITNESS, That the Grantor(s), for and in consideration of the sum of 7205.000.00 55* Two Hundred Five Thousand and 001100 "" +t:)L1.A1(5 the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, ane by these presents does grant, bargain, sell, convey and confirm unto the Grantee(s), their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the real property, together with improvements, if any, cituate, lying and being in the County of GARFIELD and State of Colorado, described as follows: SEE EXHIBIT 'A" ATTACHED HERETO AND MADE A PART HEREOF also known as street number 956 CO ROAD )06. CARBONDALE. CO 81623 TOGETHER with all and singular and hereditaments and appurtenances thereto belonging, or in anywise aopc,tainina and the reversion end reversions, remainder and remainders, rents, issues and profits thereof; and alt the estate, right title interest, claim and demand whatsoever of the Grantor(s), either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HA VE AND TO HOLD the said premises above bargained and described with appurtenances, unto the Granteets). their heirs and assigns forever. The Grantor(s), for himsetf, his heirs and personal representatives, does covenant, grant, bargain, and agree to and with the Grantee(s), their heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant. bargain, sell. and convey the same in manner and form as aforesaid, and that the same are free and clear from all former ane other grants, bargains, sales, tiens, taxes, assessments, encuabrances and restrictions of whatever kind or nature soever, SUBJECT TO GENERAL TAXES FOR THE YEAR 2004; AND EASEMENTS. RESERVATIONS, RESTRICTIONS. COVENANTS AND RIGHTS OF WAY OF RECORD, IF ANY; AND DISTRIBUTION UTILITY EASEMENTS; AND MATTERS NOT SHOWN BY THE PUBLIC RECORDS BUT OF WHICH GRANTEE HAS ACTUAL KNOWLEDGE; AND INCLUSION OF THE PROPERTY WiTHiN ANY SPECIAL TAXING DISTRICT; AND THE BENEFITS AND BURDENS OF ANY DECLARATION AND PARTY WALL AGREEMENTS. IF ANY. The Grantor(s) seat and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and oeaceaote possession of the Grantee(s), his heirs and assigns, against alt and every person or persons lawfully claiming the whole or any part thereof. The singular number shaft include the plural, and the plural the singular, ane the use of anv gender shati be applicable to all genders. IN WITNESS WHEREOF the.crantor(s) has executed this deed on the date set forth above. STATE OF Colorado Caurty of GARFIELD )ss. SHIRLEY HELMER I NOTARY PUBLIC STATE OF COLORADO my GoRlmiisivn 6,ires Apri118, 2085 The foregoing instrument was acknowledged before me on this day of February 24. 2004 by GARY LELAND BALLARD My commission expires Witness my hand and official seal. No public Name and Address of Person Creating Newly Created Legal Description ( 38.35-1D6.5, C.R.S-) EsorowS GW241128 Title# GW241128 When Recorded Return to: BRAY & COMPANY REALTORS form 9. .9218 Rev 4-94. WARRANTY DEED (Joint Tenants WDJT1) 1429 GRAND AVENUE #103 GLENW00D SPRINGS, CO 81501 3 Adjacent Property Owners Within 200 Feet of Proposed ADU JBP Real Estate Trust 990 County Road 106 Carbondale, CO 8163 2239328304013 Shiflet, Michael C & Murray, Sarah E Shiflet, William R JR & Mary L 55 Mesa Avenue Carbondale, Co 81623 329328304015 Hendricks, Harmony and Heidi 988 County Road 106 Carbondale, CO 81623 239328304014 Bailey, Charlotte A 938 County Road 106 Carbondale, Co 81623 239328304004 Oatman, Sidney R 83 Mesa Avenue Carbondale, CO 81623 239328300016 Schwaller, Andrew E 954 County Road 106 Carbondale, CO 81623 239328200004 Henke, George Franklin & Hillen, Carl Eugene PO Box 94 Fort Garland CO 81133 239328300005 Colorado Rocky Mountain School 1493 County Road 106 Carbondale, CO 81623 239333100012 State of Colorado Natural Resources Division of Wildlife and Wildlife Comm. 6060 Broadway Denver, CO 80216-1029 239328300015 1113331131 e X 6610 a Y .ttifj'. w 0 0 ^ � r. A CarbondaA le 4 ri l �e�l•• 4 0 1.000 2.000 Scale: 1 "-2,000' 3.000 1 111111 11111 1111111 11111 1111 11111 111111 III 11111 1111 1111 685393 10/31/2005 01:33P B1740 P574 M RLSDORF 8 of 8 R 41.00 D 0.00 GARFIELD COUNTY CO i Exhibit A Reference #: 20052577000583 Acct #: 0654-654-17503/1-0001 A PARCEL OF LAND SITUATED IN LOT 10 OF SECTION 28, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M,, LYING EASTERLY OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE AND NORTHERLY OF THE NORTHERLY LINE OF THE TOWNSITE OF COOPERTON AS SHOWN IN THE AMENDED PLAT FILED IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER, SAID PARCEL OF LAND IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY LINE OF SAID TOWNSITE OF COOPERTON WHENCE THE WEST QUARTER CORNER OF SAID SECTION 28 BEARS N. 63 DEGREES 24 MINUTES 42 SECONDS W. 2340.36 FEET THENCE N. 89 DEGREES 28 MINUTES 00 SECONDS W. 139.37 FEET ALONG THE NORTHERLY LINE OF SAID TOWNSITE OF COOPERTON TO A POINT ON THE EASTERLY LINE OF SAID ROAD; THENCE N. 08 DEGREES 32 MINUTES AF1,,SECONDS W. 46.30 FEET ALONG THE EASTERLY LINE OF SAID ROAD; THENCE N. 22'DEGIEES 46 MINUTES 51 SECONDS W. 110.95 FEET ALONG THE EASTERLY LINE OF SAID ROAD TO A POINT ON A FENCE AS CONSTRUCTED AND IN PLACE; THENCE N. 00 DEGREES 28 MINUTES 31 SECONDS W. 82.19 FEET ALONG SAID FENCE; THENCE S. 89 DEGREES 28 MINUTES 00 SECONDS E. 192.03 FEET THENCE S. 00 DEGREES 32 MINUTES 00 SECONDS W. 229.82 FEET TO A POINT ON THE NORTHERLY LINE OF SAID TOWNSITE OF COOPERTON TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO. EQEXAI (12/2003) P 2O SCALE I•=40' C. e LINE L I BEARING N 08° 32 ' I 1 - W DISTANCE I 46.30' 0.905 AC #/- L_e9end 0 POWER POLE —.EDGE OF DRIVEWAY — —•° -DITCH CENTERLINE —14r— OVERHEAD UTILITY LINE SINGLE - STORY FRAME HOUSE 22.T' cu LEGAL DESCRIPTION 139.37` 1.6' encroachment A parcel of land situated in Lot 10 of Section 28. Township 7 South. R88 West of the 6th Principal Meridian. Garfield County. Colorado. Lyng east of o County Road as constructed and in place and northerly of the Northerme of the Townsite of C rton as shown on the Amended Plat filed 'n the Office of the Garfield County Cleric and Recorder. said parcel of land is decribed as follows: at a point on the Northerly line of said Townsite of Cooperton whence the WI/ Corner of said Section 28 bears N 63°24'42" W 2340.36 feet: thence N 89'28'00' W 139.37 feet along the Northerly line of said Townsite of Cooperton to a point on the East, line of said rood: thence N 08•32T W 46.30 feet along the Easterly line of said road: thence N 22.4651' W N0.95 feet long the Easterly line of said rood to a point in a fence as constructed and in place: thence N 00°28'31' W 82.19 feet don said fence: thence S 89°28'00- E 192.03 feet: thence S 00°32'00' W 229.8Z feet to a point on the Northerly rine of said Townsite of Cooperton. the point of beginning. containing 0.905 acre more or less. 0.7' encr IMPROVEMENT LOCATION CERTIFICATE 1 HEREBY CERTFY THAT TI -IS INPROVEMENT LOCATION CERTFICATE WAS PREPARED FOR GARY BALLARD THAT T1 -RS IS NOT A LAND OR A IMPROVEMENT SURVEY PLAT AND THAT IT IS NOT TO BE RELIED UPON FOR TI -E ESTABLISHMENT OF FENCE. BUL.DNG. OR OTHER FUTURE kMPROVEMENT LINES. i Cl oTUCo rcDTicv TWAT T41F MAPRf1VFt NTS ON TI -E ABOVE DESCRIBED PARCEL ON THIS DATE. I MAY 1998. Impr. varve rr# Ger+ic ec►+e LINES IN SPACE 67 GLENWOOD AVENUE CARBONDALE, CO. 81623 (970) 963-3852 STATEMENT Date: 04/15/2015 No. 13999 Mr. & Mrs. Alpen Badgett 956 County Road 106 Carbondale, Co. 81623 Date Charges Balance 04/13/2015 Staked property at 956 County Road 106, Carbondale, Colorado $ 680.00 SITE PLAN WE Ll . (tc-erse D Ex3STI G M0BIL-E NOME (+e be. dernahshed) PRIMARY RESIDENCE )' AV) (Qrorose.d) SEPTIC TANK (7,,,:a,se4r9 LEACH FIELD (prorseua ) (e is-hrj) Site Plan Specifics Zone District: RU Fire District: Carbondale and Rural Fire District Significant Geological Hazards: None Proposed ADU: 464 square feet, 12 feet tall 76 feet from west boundary line 98 feet from local County Road 84.5 feet from south boundary line 90 feet from north boundary line 57.5 feet from east boundary line Existing Structure (mobile home to be removed) 1330 square feet 35 feet from east boundary 84 feet from west boundary line 85 feet from south boundary line 70 feet from north boundary line Existing Driveway north - 2,600 square feet south - 600 square feet Existing Septic Tank 150 square feet 20 feet from mobile home Existing Leach Field 1,050 square feet 50 feet from mobile home 32.5 feet from proposed ADU 2.5 feet encroachment of west boundary line Existing Water Well (shared) and Line Located at property to the north Water line is to Mobile Home Proposed Water Well and Line To be placed in compliance with Water Well Construction Rules 2 CCR 402-2, at the center/east of property (see Water Supply and Distribution) 100+ feet from applicant's OWTS 118 feet from closest neighboring Leach Field Proposed Septic Tank 75 sq. feet 15 feet from ADU 16 feet from Leach Field Proposed Leach Field 10 feet from west property line 30 feet from Rockford ditch (piped) 50 feet from Rockfrod ditch (unpiped) 41 feet from ADU 100+ feet from applicant's well 124 feet from closest neighboring Water Well 1,210 sq. feet Topographic Map The proposed ADU is located at the highest point of the property with the above slopes falling gently away from the center of the property, unimpeded by any undulations that would affect positive drainage. The directions of slope away from the center of the proposed ADU are as follows: North- Elevation drop of 8.75 ft. over 105 ft. to N. boundary line Northeast- Elevation drop of 10.5 ft. over 130 ft. to NE. boundary line East- Elevation drop of 1.25 feet over 80 ft. to E. boundary line Southeast- Elevation drop of 1.75 ft. over 150 ft. to SE. boundary line South- Elevation drop of 3.25 ft. over 127.5 ft. to S. boundary line Southwest- Elevation drop of 3.75 ft. over 138 ft. to SW. boundary line West- Elevation drop of 4.25 ft. over 92 ft. to W. boundary line Northwest- Elevation drop of 6.25 over 154 ft. to NW. boundary line Grading and Drainage The proposed ADU will have the typical footprint of a small dwelling unit on level ground with the specifics located on Site Map and in Topographical Map section, and described as follows: 1. The proposed unit will sit directly at current location of mobile home on level ground at the highest point on the property with minimal drainage issues. Because it sits at the highest point on the property, the proposed structure containing the ADU will have positive drainage. 2. The primary driveway is over a culvert for Rockford ditch directly off County Road 106 and is easily accessed. 3. The auxiliary driveway is over a culvert for Rockford ditch directly off County Road 106 at existing gate on property currently used for storage of camping trailer and/or vehicles. The location is level, ten feet from property line to the south, 20 ft from County Road, and easily accessed. 4. The landscaping around proposed unit is made up of natural grasses. Reclamation after grading will be contained to a small area and will include xeriscaping, which will be an improvement to current conditions. 5. Soil erosion, sediment control, grading, drainage, and site stabilization will be addressed by the general contractor at time of excavation in accordance with standard building requirements and should be of minimal difficulty as the placement of the proposed ADU is in the same location of the home to be removed. 6. The small footprint of home indicates a minimal amount of disturbance to surrounding yard and a minimal amount of time for excavation. Impact Analysis The applicants are addressing the existing conditions and the potential changes created by the project as follows. 1. The adjacent properties within 1,500 feet are single family homes and a conservation easement pasture used for cattle grazing. 2. The proposed ADU will sit in the place of an existing building on level ground in an established neighborhood along an RU zoned corridor. The area is approximately 50-60 feet above flood plain of the nearby Roaring Fork River. 3. The soil characteristics of the site are typical Redrob soils of the surrounding Carbondale area (12-36 inches loamy topsoil, a subsoil of stratified stony and cobbly sandy loam and sandy clay loam, below this to a depth of sixty inches is sandy material mixed with cobbles and stones) and appropriate for proposed use. 4. There are no pertinent geological or manmade hazards affecting the proposed use area. 5. The proposed ADU sits well above the local floodplain. The nature of soils will be addressed in percolation tests for OWTS permitting. The slope of the land is less than 2% at and within 40 feet of the build site with sloping grades away from the site at 50 feet and beyond. 6. The proposed ADU site is currently dry lawn that will be improved with xeriscaping after the project is complete. 7. The small footprint of the home will minimize the typical generation of noise, dust, etc. from the project. Traffic Plan 1. The current access and activity for the property onto County Road 106 will remain the same. The anticipated trip generation of an ADU at the property will match or be lower than that of the current use (6 - 8 vehicle trips per day on County Road 106) because, with the demolition of the current home and the completion of the proposed new home/ADU, the total bedroom count will be lowered from five to four after project completion. As such, with the trip generation not increasing, there are no anticipated/probable impacts of any additional traffic on the county road after construction is complete. 2. The property is located at the end of County Road 106 with one residence between it and a turnaround/dead end. Traffic is at an under -average count for stated county road as it is located at the dead end of the county road. 3. The property is easily accessed by the Rio Grande bike trail (approximately 75 yards to the North) into the surrounding community, with said trail being heavily relied upon by residents of the neighborhood and the current property owners. This allows the specific county road trip generation to be exceptionally lower than the average compared to other county roads. 4. The construction phase of the project will utilize the two driveways on the property. 5. The small footprint of the home indicates a minor amount of heavy truck traffic for the estimated 3-4 weeks of excavation. Water Supply and Distribution Plan The proposed ADU will utilize a 2 single family dwelling "Domestic Exempt Well" to be drilled by Wayne Shelton as approved by the Colorado Division of Water Resources (permit # 78587-F) and The Basalt Water Conservancy (allotment contract #580). The construction of the new well and pump are to be in compliance with the Water Well Construction Rules 2 CCR 402-2 and the location is marked on the site plan survey. The current home on the property utilizes a shared well (permit #60536-F, allotment contract #423) with the property owner to the North. Shares of Rockford ditch are utilized for irrigation of landscape on property. The applicants are requesting deferral of submitting the pump report and water analysis as the new well is yet to be drilled. Additionally, the existing well has not had any issues with supply or water quality for two homes. Attached 1. New Well Permit from Colorado Division of Water Resources 2. Existing Well Information and Inspection Form 3. Permit Expiration Date Extension 4. Resource Engineering Inc. Memorandum commenting on parameters of new well. Form No. GWS -25 rem Pe APPLICANT pe OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 ALPEN BADGETT 956 COUNTY ROAD 106 Ole CARBONDALE, CO 81623 - re (970) 948-7822 PERMIT TO CONSTRUCT A WELL Easting: Northing: 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 ensure 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 37-90-137(2), on the condition that this well is operated in accordance with the Basalt Water Conservancy District Augmentation Plan approved by the Division 5 Water Court in case no. 02CW0077 (Ruling 1 of 2). If this well is not operated in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting water. BWCD contract #580. This well is known as Badgett Well. 14) The use of ground water from this well is limited to ordinary household purposes inside two (2) single family dwellings, and the irrigation of not more than 12,000 square feet of gardens and lawns. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The annual withdrawal of ground water from this well shall not exceed 1.5 acre-foot. 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) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of at diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 10) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. NOTE: This well is to be located and used (per State Engineers Amended Policy 2011-2) on a residential site of 0.93 acre(s) described as 956 County Road 106 (aka Satank Road), Carbondale, CO 81623, more particularly described on the attached exhibit A. NOTE: Expired permit no. 76827-F was previously issued for this parcel. NOTE: Parcel Identification Number (PIN): 23-2393-283-00-003 NOTE: Assessor Tax Schedule Number: R090006 1095 WELL PERMIT NUMBER 78587 - F DIV. 5 WD 38 DES. BASIN MD APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 SW 1/4 Section 28 Township 7 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES Ft. from Section Line Ft. from Section Line UTM COORDINATES (Meters,Zone:13,NAD83) APPROVED APPROVED DMW Receipt No. 9503893 State Engineer By DATE ISSUED 11-03-2014 EXPIRATION DATE 11-03-2015 Form COLORADO DIVISION OF WATER RESOURCES No. DEPARTMENT OF NATURAL RESOURCES GWS -64 1313 Sherman St Rm. 818 Denver CO 80203 For Office Use Only RECEIVED ttu 0 3 '15 WATER RESOURCLS STATE ENGINEER GLENWOOD 'RECEIVED NOV 12 2015 STATE ENGIf EER S COLO 6/2009 Phone - info: (303) 866-3587 Main: (303) 866-3581 Fax: (303) 866-2223 htto://www.water.state.co.us REQUEST FOR EXTENSION OF WELL PERMIT EXPIRATION DATE Insert the Well Permit Number 7S 5-87 "f WeII permittee information Name(s) A y.e r. #3.7.1.71-74"' ,ria Gi/, Mailing Address 9 /a &WATER City, St. Zip C 61'07'7.,61d p2 G O/ f/bQ Phone (97 ) 09e 1 2..z. Well Location: County N. orilE S., Range ❑ E. or4 W. P. M. NE 1/4 of the 1/4, Section ,e_, Township 7,S ❑ .6 .71 Estimated date of well Completion T-LT/f?.G /St ., /& or water put to beneficial Io,.,n3- Statement of good cause why the well will not be constructed and/or pumping equipment installed, use (if in a Designated Basin) prior to the expiration date of the permit 13a.,01 k ion7//cfiZ,,,/'d fc,c25-ue,/, 7'"h.P� to -sl e. C f- 44/01 f- �ir ,-3 D 4.e. firJ' -' ////6 ,fpi^/. ,, Mate/ 7'%�Y/// The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104(13)(a). l have read the statements herein, know the contents thereof, and state that they are true to my knowledge. Signature(s) of thew I owner or agent Please print the Signer's Name & Title Date IN RUCTIONS: This form is used to request an extension of the expiration date of the permit. This request for extension must be accompanied by a non-refundable filing fee if applicable (see reverse side for details). The completed request must be received prior to the expiration date of the well permit. See the reverse side for more information regarding well permits and requests for extension of the expiration date. Type or print neatly in black or blue ink. This form may be reproduced by photocopy or word processing means. /347 $ /, .o For Office Use Only ci<eg3S PERMIT EXPIRATION DATE EXTENDED TO. / ( ti pi 0 j -G nh tr/- 3 1 2 4 ti Transaction is 361 22110 Date' 11t12t2015 10 58:22 AM Transaction Tout: 380.00 CI--ECK.&555 560.00 Div s- WD 3G Basin MD ._,J Division of Water Resources,1313 Sherman St., Rm 818, DenvK10402e3 PLEASE COMPLETE THIS FORM IN BLACK INK GG 0 2004 PERMIT NO: 6205- -30--- RECEIPT NO: 9'50 11p2,2 DilP*' g Existing Well Location: Air, '/• of the S.10 'A, Sec. 2g ,Twp 7 , Rng `? " �1�edp.M. 0 • feet from N6sec. line, 1910 feet from the E6N sec. line; County(, -t Existing well owner: a �,, ) . L Mailing Addre • Of k_ . ,.� 1 City/State/Zip ;Bo I1 (,E, fl $ flo Z. Description of parcel (subdivision, lot, bik, fig) _ a 3= Size EXISTING WELL INFORMATION AND INSPECT ON FORM r Telephone: 5 ac Existing well locationpuLyisual conditions: If stating no, please explain Type of Existing Well(brilleHand Dug, Spring Well, Gallery Well, Gravel Pit, Other Distance to nearest septic tank/sewer line (approximate) / 10 feet Distance to nearest leach field (approximate) -Z-Q' __ — feet Is the well in a clean and sanitary location? tilt% Is the well maintained in a clean and sanitary condition? cif-. Is the ground at the surface sloped away from the we for proper drainage? 7i 3 Is the surface surrounding the well firm and stable? Is the well situated in a well house or vault? J o If so, is the well house or vault in good repair and condition? Existing well construction and materials: If stating n•, please explain Is the well equipped with a sanitary well se ? Is the well constructed with steel casin•- - the s ace Does the casin flxtend at least one (1 foot abovg th surf ? Casing size _ in; ti}ated w I depth Le et Who constructed well ((a K10.J141 Currpnt uses of existing well: Were the existing use ated prior to May 8, 1972? V Household use in 2 single-family dwellings Watering of poultry and/or domestic animals Watering of livestock on farm or ranch; approximately how many head? Is this a feedlot? ; How many head? Lawn and/or garden square feet Crop Irrigation acres Fire Protection Commercial exempt for— Other: Estimated date well ructed 1 qi7A ; Estimated date of first use 19 78 Estimated flow rate gpm How many other wells are located on this p- I'? 0) ; Uses: Permit/Case Nos.: Existing Well Owner Signature: 41 di Date: 12.--6 For Office Use Only Has information above been verified? If not, please note accordingly. List any problems you have identified: (if none, please state so) Date of inspection: Phone Number Inspected by (print): (signed): Attach photo(s) if available or needed for further evaluation. Additional comments or information on back. flIUUUIIU3I44I14n : ::::RESOURCE ■■■■■ ■ !1■■■ ■ ■■■■ E N I N E E R t N G INC. Memorandum ToBWCD BOARD OF DIRECTORS Front ERIC MANGEOT CC: CHRIS GEIGER Date: MARCH 2, 2010 Rio: APPLICATION Ree ALPEN BADGETT Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs, CO 81601 (970)-945-6777 Voice (970)-945.1137 Facsimile Applicant Name: Alpen Badgett Type of Use: Domestic X Commercial Industrial Agricultural Amount: 0.8 AF 0.033 CFS 15.0 qpm Location: Area A X Area B Inclusion County: GARFIELD Contiguous: BWCD Division: 3 Mid Valley Metro District Notice Required? Blue Creek Water Rights Applied? Yes No X Yes No X Comments: This application requests the use of District water to offset depletions associated with two single family dwellings and 12,000 square feet of lawn and landscape irrigation for a 0.93 acre parcel of land located in the SW1/4 of Section 28, Township 7 South, Range 88 West, of the 6th P.M. The physical address of the property is 956 County Road 106 in Carbondale, Colorado. Total depletions are 0.8 acre-feet as calculated by Resource Engineering, Inc. The property is within Division 3 of the District. A BWCD map is attached showing the location of the property. The Applicant desires to construct a second home on the property. The existing indoor use on the property is associated from a shared well (Permit No. 60536-F) and water allotment contract no. 423. The Applicant is proposing to keep this well for the primary residence and the new home will utilize a new well. However, the Applicant desires enough legal water supplies for both homes to be associated with this water allotment contract. K\CGe,1ss033 C 7.0 Wafer AAobne,X Contracts - Amsi72 Pendng App6wUons 20101Bedgettdoc Wastewater Management and System Plan As a public system is not available, the proposed ADU will utilize a septic system in conjunction with a leach field (OWTS). 1. The current OWTS is failing, and the applicants plan to have a new system engineered and built. The suggested areas for septic tank and leach field as recommended by Carla Ostberg at All Service Septic during her visit to the property are shown in Site Plan. 2. The specific size and location of the proposed OWTS will be designed to meet the requirements for a four bedroom (primary residence and proposed ADU) capacity. 3. As deemed appropriate by All Service Septic, the applicants have piped the section of Rockford Ditch that is required to meet waterway setback regulations for the proposed OWTS. The proposed OWTS is at 30 feet or more from the piped section of Rockford Ditch, and 50 feet or more from unpiped sections of Rockford Ditch (see Site Plan Specifics and OWTS Specifics Map). 4. The current OWTS is noncompliant as to required setbacks from property line. The proposed OWTS as engineered by All Service Septic is compliant with Garfield County Regulations regarding setbacks at 10 feet or more from the property line (see Site Plan Specifics and OWTS Specifics Map). 5. It is the applicant's intent to obtain the required soil percolation tests and OWTS design once the ADU application has been approved. 6. Attached is the proposal from All Service Septic for an OWTS design after their visit to the property and an OWTS Specifics Map. r.- .40 we AL ops sE1yIf oil 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 March 17, 2015 Alpen Badgett alpenbaniel(c�yahoo.com Proposal for Subsurface Investigation and Onsite Wastewater Treatment System Design 956 CR 106 _E Garfield County, Colorado Alpen, As requested, ALL SERVICE septic, LLC is submitting a proposal for a subsurface investigation and an onsite wastewater treatment system (OWTS) design for multiple residences located on the property and for future development of the property. We ALL SERVICE septic, LLC proposes to conduct a subsurface investigation and prepare an OWTS design we according to Garfield County regulations. The design will take approximately 15 business days to complete after receipt of the signed proposal and results from the subsurface investigation. The design 019 package, stamped by a registered professional engineer, will be delivered by email as a pdf file unless Ole another format is requested. Hard copies will be provided, upon request. An installation observation report is required by Garfield County upon installation of the OWTS. Assurance of installation in We accordance with design specifications and best installation practices will be dependent on several factors, 2 including, but not limited to expertise of the installer, design considerations, weather conditions, and soil type. 00 Subcontracted services such as drafting and soil testing will be billed at actual cost plus 15% handling. Installation observations will be billed separately at a rate of $90/hour. Design changes requested by the 009 client will also be billed at $90/hour, plus any applicable subcontract service fees. Prices are valid for 90 Ole days. The above services will be provided for the following fees: we we • Subsurface Investigation (Equipment costs not included) o Analysis of Profile Pit -------------------------$400.00 • OWTS Design fee ------- ---------------------- $1250.00 1109 • Drafting (estimated)--------------------- --- -$110.00 • Installation Observation (estimated 2.5 hours) ---- ---- --------$225.00 Total $1985.00 If this agreement meets your approval, please sign below and complete the attached Client Information Pe Form. Thank you for the opportunity. Carla Ostberg, MPH, RENS 109 Ole ditt, O Client Signature Date OWTS SPECIFICS SEPTIC TANK $ e L ACH FIELt (prorf-75eci\E 138PIPED DITCH Water Well and OWTS Setbacks Map The applicants have consulted with neighboring property owners, a local surveyor (Lines in Space), and local plumbers in order to locate water wells and leach fields affecting the required one hundred foot Garfield County setback regulation for placement of their own water well and leach field. The applicants have found that when/if required, a survey showing all relevant neighboring wells and leach fields will verify that their proposed water well and leach field will be compliant with Garfield County setback regulations regarding water well and leach field placement (see Water Well and OWTS Setbacks Map). adlik oft 0111 ode 'r" fee eel pas re re re fe PO 7- 201 E. Ditches The ditches that run through the Badgett property are owned by the Rockford Ditch Company. Rockford Ditch Company c/o Colorado Rocky Mountain School (Joe White) 500 Holden Way Carbondale, CO 81623 970 963 2562 The ditches are marked on the Site Plan and their right of way and maintenance easements are considered prescriptive. The proposed ADU will not interfere the ability of the ditches to operate, and will not interrupt the ditches maintenance right of way. The Rockford Ditch Company recommends a 15 foot easement from either side of the center of a ditch for a prescriptive easement and the proposed ADU will be placed at 17' from the center of the East ditch on property; which is an improvement on the current distance of 0' and 15' from the mobile home to be removed, and at 34' from the center of the ditch at West boundary (see Site Plan). The proposed ADU sits above grade of both ditches on the property, and there are no crossings or other changes to the ditches planned beyond the piping of the ditch on the west boundary of the property (see Ditch Work Completion). The Piping of Rockford Ditch Company Ditch at Badgett Property The applicants were required to pipe the section of Rockford Ditch Company ditch along the West boundary and parallel to County Road 106 due to separation issues with the proposed OWTS. The proposed leach field lies at ten feet from the West boundary line, thirty feet from the Northwest section of ditch and forty feet from the Southwest section of ditch. In order to meet the standard of piping a ditch within the fifty foot setback requirement for leach field to waterway, the applicants have piped the full 138 foot section of ditch including the South driveway culvert and the North driveway culvert with a 12 inch diameter ADS N12 Water -Tight Culvert at a 2% grade in accordance with the design set forth by Sopris Engineering and approved by the Rockford Ditch Company. (see OWTS Specifics Map) Attached: The letter from the owners of the waterway (Rockford Ditch Company) discussing their acceptance of our design and how this proposal allows the ditch to continue to function in an acceptable manner. The final review letter from Sopris Engineering stating that the piping of the ditch was completed to their design specifications. Rockford Ditch Association, Inc. 1493 County Road 106, Carbondale, CO 81623 March 22, 2016 Alpen Badgett 956 County Road 106 Carbondale, CO 81623 Re: Rockford Ditch Piping/Modification Dear Mr. Badgett: The Rockford Ditch Association has reviewed the REVISED Design Letter dated February 24, 2016 as well as the site plan you submitted to us on October 2, 2015. We understand the site plan was not prepared by an engineer but it does depict the general location of the work. In combination, we are comfortable with the plan as you have proposed. Please be sure to give us plenty of notice in order to meet you and your engineer both prior to commencement and prior to backfilling as indicated in the Sopris letter so that we may inspect the work. Our engineer will likely attend one or both meetings. We will require reimbursement of professional fees as per the Ditch Modification Agreement. Good luck with your project. Sincerely, Mark Nieslanik, President Enclosures: Badgett Site Plan (October 2, 2015) Sopris Engineering — REVISED Design Letter (February 24, 2016) y- "N -Lt_-) . f w I Di tit PP �`v irk $ WATER. 1b1I'(,i. ADU SSEi CTANK(r-ovone.d) EX TST.GNG s'I'KuGTtt Re, LEACH FI at- D (propose 45 - \/T5 SpEFrCS— Wednesday, February 24th, 2016 Alpen Badgett 956 County Road 106 Carbondale, CO 81623 Via Email: alpendaniel@yahoo.com RE: REVISED Design letter on piping of Rockford Ditch adjacent to County Road 106. SE Proposal #: 15242 Dear Mr. Badgett, Sopris Engineering, LLC (SE) is pleased to submit the following recommendations for the piping of approximately 90 -linear feet of the existing Rockford Ditch Lateral along County Road 106, adjacent to your residence at 956 County Road (C.R.) 106. There are currently two sections of the Rockford Ditch adjacent to your property that have driveway culverts installed. The Main Driveway, located toward the Northerly end of your property, is a shared driveway with 954 C.R. 106, and has approximately 30 -linear feet of 12 -inch Advanced Drainage Systems (ADS) culvert installed under the driveway. The Accessory Driveway, located near the Southerly end of your property, has approximately 15 -linear feet of 12 -inch Corrugated Metal Pipe (CMP). Based on the existence of these two 12 -inch culverts described above, we are recommending the installation of approximately 90 -linear feet of 12 -inch nominal diameter Advanced Drainage Systems - N12 Water -Tight culvert for the Rockford Ditch Lateral. The existing slope of the Rockford Ditch, from the Inlet of the 12" CMP under the Auxiliary Driveway, to the Inlet of the 12" ADS -N12 under the Main Driveway is approximately 1.5%. The slope of the existing 12" ADS -N12 under the Main Driveway is approximately 4.3%. In order to comply with the stated intent of the RDC (to have a minimum slope of 2%) it will be necessary to remove the existing 12" ADS - N12 under the Main Driveway, and install new 12" ADS -N12 Water -Tight culvert at the minimum slope all the way up, and past the inlet of the Auxiliary Driveway. Due to the anticipated heavy equipment loads that will be required when the existing Accessory Dwelling Unit is expanded, and our observation of the shallow cover and generally poor condition of existing CMP in this location, we recommend removal of the existing 12 -inch CMP at the Accessory Driveway. We recommend continuation of the new 12 -inch ADS -N12 Water -Tight pipe for at least three or four feet beyond the Southerly edge of the Accessory Driveway, to minimize the risk of wheels damaging the end of the culvert. Prior to commencement of construction, we recommend that there be an on-site meeting with the representatives of the Rockford Ditch Company (RDC), the selected contractor and a representative of Sopris Engineering (SE). 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 . Fax (970) 704-0313 Sornis ENGINEERING • LLC civil consultants Badgett — Piping of Rockford Ditch 02/24/2016 Page 2 Sopris Engineering, LLC will make at least one site visit to observe the installed culvert, prior to placement of backfill materials, but with the new culvert fully bedded and the finished culvert slope established. This visit by Sopris Engineering shall be coordinated by the owner with the Rockford Ditch Company, who will also need to be in attendance. Alf aspects of the installation of the new 12 -inch ADS -N12 WT culvert shall be in strict accordance with the attached detail from Advanced Drainage Systems. Sincerely, Sopris Engineering, LLC Yancy Nichol, P.E. Principal Q:\PROPOSALS\2015 Proposals\15242\REVISED Rockford Ditch Piping 02242016.doc 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants Tuesday, May 17th, 2016 Mark Nieslanik Rockford Ditch Association %/o Colorado Rocky Mountain School 500 Holden Way Carbondale, CO 81623 By U.S. Mall. RE: Piping of Rockford Ditch Lateral adjacent to the Alpen Badgett residence at 956 County Road 106. SE Project #: 15242 Dear Mr. Nieslanik, Following our on-site meeting of April 23rd, Alpen Badgett elected to re -excavate the culvert under the driveway, which, you may recall, was flatter than the 2% slope required by the Rockford Ditch. Following the re -setting of the culvert by Mr. Badgett, we again checked the slope along all sections of the pipe, and found that the problem areas had been corrected, and that the slope met, or exceeded the minimum 2% required by the Rockford Ditch. We observed some of the bedding operation to verify that the culvert was correctly supported. We observed a small portion of the backfilling above the pipe, and noted that all compaction was being performed by hand. We believe that the culvert installation was in substantial compliance with the intent of the February 24th, design letter. Sincerely, Sopri Cc: Alpen Badgett, via email to: alpendaniel@hahoo.com Joe White, via email to: jwhite@crms.org Q:\PROPOSALS\2015 Proposals\15242\Substantial Completion 05172016.doc 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants LUDC Section 7 - Divisions 1, 2 and 3 Division 1: 7-101-103 The proposed ADU meets the standards in Article 3 for zoning and is compatible with adjacent land use. 7-104 The applicants have acquired the means for a legal and lasting water supply as documented in the Water Supply Plan, and have paid the Basalt Water Conservation District and the Colorado Division of Water Resources for this purpose. 7-105 7-106 The proposed ADU will be served by an OWTS as documented in the Wastewater Management and System Plan and engineered by All Service Septic. The OWTS may be considered as the property is a pre-existing single lot and connections to an existing public sewer are not available. Adequate public utilities are in place to the proposed homesite. 7-107 The current driveway provides adequate and safe access to the public right of way. A culvert is in place where the driveway connects to the County Road 106. 7-108 There are no significant Natural or Geologic Hazards impacting the property and the fire protection in place is at equal to the surrounding neighborhood. Division 2: 7-201 The existing property has had no impact on nearby agricultural lands that are currently fenced. The applicants plan to keep their property fenced to diminish any affects domestic animals may have on surrounding agricultural lands. The proposed ADU will not interfere with current ditch right of ways. The prescriptive easement in place for ditch maintenance will be increased with the removal of the mobile home from its current placement. 7-202 The proposed ADU is not in a significant wildlife area and will not change any impact on such areas more than the existing structures or surrounding neighborhood. 7-203 7-204 N/A - The proposed ADU is located over 250 feet from nearby waterways. The proposed ADU is located at the center/highest elevation of the property, and proper planning for foundation drainage will be addressed by the contractor/builder and pertinent subcontractors. 7-206/7 N/A - The property is not located in an area subject to wildfire, natural, or geologic hazards. 7-208 Any disturbed areas created by the construction of the proposed ADU will be returned to their natural state by the end of construction. Division 3: 7-301 The proposed ADU is to be built with conventional materials, used as a single-family dwelling, and will be compatible with the character of adjacent uses in the neighborhood. 7-302 The proposed ADU will be serviced by two of the four off street parking spaces provided by the existing North and South driveways. 7-303/306 The landscaping, lighting, snow storage, and walkways to be completed with construction will be in accordance with LUDC standards. LUDC Section 7 - 701 Additional Dwelling Unit The proposed ADU is compliant with the standards set forth in Section 7 - 701. A. At 464 square feet, the proposed ADU is less than the required maximum floor area of 1,500 square feet for a lot less than 4 acres. B. The proposed ADU is restricted to leasehold interest in the dwelling unit and is for residential or Home Office/Business use only. C. The proposed ADU's construction will comply with the standards in Land Use Development and Building Code Requirements as it must in order to be approved. D. At 39,421.8 square feet, the Lot Size for the proposed ADU meets the standard of twice the minimum required Lot Size of 1,500 square feet for R -U zone districts. E. The proposed ADU will have a separate entrance. Mineral Interest Research In accordance with the LUDC Section 4-101(E)(1)(b)(4) the applicants have researched their property using the steps provided by the Garfield County Attorney's Office Memorandum on Mineral Interest Research and found no active mineral interest owners. The applicants have reviewed the current ownership deed for the property, reviewed the title insurance policy, checked at the Assessor's office, checked at the Clerk and Recorder's computer under Section, Township, Range, and Notice of Mineral Estate Ownership and found no active mineral interest owners. ADU . 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