Loading...
HomeMy WebLinkAbout1.0 ApplicationGarfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 wvmr,garf€eld-count .com LAND USE CHANGE PERMIT APPLICATION FORM ' TYPE OF APPLICATION tzt Administrative Review 0 Development in 100 -Year Floodplain • Limited Impact Review• ❑ Development in 100 -Year Floodplain Variance • Major Impact Review 0 Code Text Amendment ❑ Amendments to an Approved LUCP 0 Rezoning 0 Zone District❑ PUD ❑ PUD Amendment • 0 LIR ■ MIR 0 SUP 0 Minor Temporary Housing Facility ❑ Administrative Interpretation 0 Vacation of a County Road/Public ROW ■ Appeal of Administrative interpretation 0 Location and Extent Review • Areas and Activities of State Interest 0 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: 5fe70hen £ Jherry nenn&aiy Phone: ( 970) 319 - 992 Mailing Address: 69 I•i bra ley way City: playa del Rey State: C/3 Zip Code: 90 2.93 E-mail: ✓ erry/ nn, er ried @' 17 1 + Com Representative (Authorization Required) Name: Phone: ( ) Mailing Address: City: State: Zip Code: E-mail: PROJECT NAME AND LOCATION Project Name: 233 erne P) abti Assessor's Parcel Number: 2 3 4 - d3,3 -0 % - (7 O,3 Physical/Street Address: 0.2 33 Mme Pl , Glenwood 5prin,5, Co_ r ,(o 01 Legal Description: Cfrorl % 3 T0W0511i10: 7 le : dq 6ubolAVr 51 on L / 21 Dim-tonIO 4 stir Lal-: 3 Zone District: Property Size (acres): % • 3 C PROJECT DESCRIPTION Existing Use: Proposed Use (From Use Table 3-403): 11D U.3xhok l +V i r, IJ wf.t l i s 5 On g F JALICe5Sory Description of Project: De-tztejith 7'1oo Square fee Abu (ficcrssory Dtvclltrki (1n over a je:Latie REQUEST FOR WAIVERS Submission Requirements 0 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: E. Z olsc. P/&) Section: /<. l P(o*. Section: rri + c, Section: Waiver of Standards 0 The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: Section: Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. Signature of Property Owner OFFICIAL USE ONLY File Number: --------- 31 ri Date Fee Paid: $ Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") i+cphen 510ery eenned y agree as follows: 1. The Applicant has submitted to the County an application for the following Project: Lanai (ISe C11.043e. ecrrnr} fir• Z33 tom P1, t9D 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 toy this application: Billing Contact Person: Jfer /i'ennedv Phone: ( F70) 379-eSSZ Billing Contact Address: (a ) Trz' 11ey t.0 y city: PIayC� GAG I Rey ! I Billing Contact Email: J/i rry twin iCcnri etch,/ CJ jrria+f . dory - State: CA Zip Code: 9029 3 Printed Name of Person Authorized to Sign: cJ/r. rnf f "en n eal!y OL) 3h410 (Date) Stephen & Sherry Kennedy, 233 HOME PL ADU GENERAL PROJECT DISCRIPTION This property was all open pasture when we purchased it in 1992. In 1994, we built a 4 bedroom, 3 1/2 bathroom house with attached garage, and landscaped with grass and trees around the house. The property is a relatively flat 4.36 acres, with a slight downhill grade southwest to northeast. The existing house and landscaping take up approximately 112 acre. The rest is fenced pasture. To preserve pasture, we will do a minimal amount of landscaping and hardscape around the ADU. We propose to build a detached 2,400 square foot, 3 bedroom, 2112 bath ADU, over a garage, subject to all required setbacks. Under Article 7 (attached), we are allowed to build up to 3,000 square feet. The road we live on is a culdesac, with only five other properties on our street. According to current traffic analysis, an ADU creates approximately 10 vehicle trips per day, on average. This additional traffic should have no significant impact on traffic flow on County Road 117. IIIIk �Frr iVhIktt iU laletcfrifortwat 11m ReeeptIme: 778233 1OJ12J nose i2,10 95 Pel Juan n1D.rlca 1 of 1 R.c Fay fit 00 Orr FM 0 00 OARFtELU COUNTY CO PLEASE PLACE RECORDING INFORMATION STICKER HERE SPECIAL WARRANTY DEED Stephen P. Kennedy and Sherry Kennedy, collectively referenced as "Grantors", for goad and valuable consideration, in hand paid, hereby grant, bargain, sell and convey to 233 Home Place LLC, a Colorado limited liability company, Grantee, whose legal address is 0233 Home Place, Glenwood Springs, Colorado 81801, the following real property in the County of Garfield and State of Colorado, to -wit Lot 3 of Lazy Diamond A Subdivision, by Plat recorded July 6, 1992, as Reception No. 436508, County of Garfield, State of Colorado; also known by street and number as 0233 Home Place, Glenwood Springs, CO 81801; with ail its appurtenances, and warrant the title to the sante against all persons claiming under the Grantors. ND DOCUMENTARY FEE REQUIRED: Transfer for estate planning purposes with consideration less than $500.00. SIGNED this day of /lp 2009 Stephen P. Kennedy Sherry Kennedy STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) The foregoing Instrument was acknowledged before me this I day of )C1� ken , 2009, by Stephen P. Kennedy and Sherry Kennedy. WITNESS my hand and official seal. My Commission expires: capissica aiip�2t� Notary Pdblic Atter rccarding return to. Carolyn M. Su -outrun P.C.. 214 8th SL. Stc. 310. Glenwood Springs. Co 111401 i FII FOIMIN li+llr IaIfeW1:5411111 111 11111 Recept lona : 77623Z 1011212009 12 35 55 P11 Jean AJberlco 1 of 1 Rea Fee:StI 00 Cam Fee 0 00 GARFIELD COUNTY C0 STATEMENT OF AUTHORITY NAME OF ENTITY: The name of the entity to which this Statement relates is 233 Home Place LLC. TYPE OF ENTITY: The entity is a limited liability company formed under the laws of the State of Colorado, with Stephen P. Kennedy and Sherry Kennedy as the Managing Members pursuant to Articles of Organization filed with the Colorado Secretary of Slate on October 9, 2009. MAILING ADDRESS: The mailing address for the entity is 0233 Home Place, Glenwood Springs, CO 81601. AUTHORIZED PERSONS): The name and position of the persons authorized to execute instruments conveying, encumbering or otherwise affecting title to real or personal property on behalf of the entity are as follows: Name Position Stephen P. Kennedy Managing Member Sherry Kennedy Managing Member Dated this "/ day ofd e- . , 2009. Ste ' hen P. Kennedy Sherry Kenn STATE OF COLORADO ) )ss. COUNTY OF GARFIELD ) The foregoing instrument was subscribed, sworn to and acknowledged before me this 1161- day of Qrh bee- , 2009 by Stephen P. Kennedy and Sherry Kennedy, being the Managing Members of the above-named entity. WITNESS my hand and official seal. My Commission expires: MISS1E 1 EX tarn AO - 4, Notary Public t3. OTAR •�1lr, ��h dmUee�1 After recording return to: Carolyn M. StJautman, P.C. 1 214 8th St., Ste. 310, Glenwood Springs, CO 81601 41 1 Stephen & Sherry Kennedy, 233 HOME PL ADU MINERAL INTEREST RESEARCH 1) & 2) A check of the warranty deed found no mineral interests. On theTitle Insurance policy, there were two exceptions noted on schedule B. Both were inactive. Exceptions: *Undivided 1/2 interest of all oil and mineral rights as reserved by Dan C. Wadsworth and Margaret Wadsworth in the Deed to J. Hilton Wix recorded July 27, 1948 in Book 238 at Page 83 as Reception No. 165521, together with the appurtenant rights house the surface. The company makes no representation as to the present ownership of this interest. Dan C. & Margaret Wadsworth P.O. Box 8176 Durango, CO 81301 J.Hilton Wix Estate 103 S. Grieve Road Arbuckle, CA 95912 *Undivided 1/4 interest in all minerals as reserved by J. Hilton Wix in the deed to Oscar Matthews and Betty Matthews recorded April 11, 1955 in Book 283 at Page 184 as Reception No. 189180, together with the appurtenant rights to use the surface. The Company makes no representation as to the present ownership of this interest. J.Hilton Wix Estate 103 S. Grieve Road Arbuckle, CA 95912 Oscar & Betty Matthews 205 State Ave Alamosa, CO 81101 3) The Assessors office found one inactive mineral account listed for our property (see attachment). 4) A search of the legal description of this property, Section: 3 Township: 7 Range: 89, found no additional mineral interests. 5) No Notice of Mineral Estate of Ownership was found for this property. 6) No recorded Mineral Interest Transfers were found during this search. 7) Searching the names listed on the title policy, found no Mineral Interest Transfers, for this property. 8) See above. From: Sherry Otersen sotersen@garfield-county.com Subject: 8008-067-07-000 Date: Today at 1:22 PM To: Sk Email spk90a0@gmail.com The attached inactive account is the only mineral account found in this Section 3 Township 7 Range 89 Sherry Otersen Administrative Assistant Visit us at: Garfield County Assess°r (970) 945-9134 x 2460 Property Profile Account: R043109 Mill Levy:75.538000 Estimated Tax: $0.00 Tax Year:2018 Vets ion: 10/2612010 Parcel: 8008-087-07-000 "This mill levy is from the most recent tax toil Account Type: Area ID: 008 Map Number: Status: Inactive Name and Address Information BERSHENYI, ROBERT W LIVING TRUST & JOHN WALTER & MCLEAN, ANNA V 1837 RIDGE DRIVE GRAND JUNCTION, CO 815064032 Property Location Legal Description Section: 3 Township: 7 Reagt 89 100 PGT MIN INT. SWSE AND PT OF TIIE SESW SEC. 3 E112. E112NW, NESW AND LOT7 SEC 10 SWSW SEC. 11 NII2NE SEC, 15 Assessment information 2016 Land Improvements Exempt Total 015 Land Improvements Exempt Tota! Actual Asse ssed Sq Ft Acres Taxable 54,460 54,460 Actual 54,460 S1,290 s1,290 646.714 646.714 1,290 Assessed Sq Ft Acres Taxable I $1,290 51,290 54,460 51,290 646.714 51,290 User Remarks Garfield County Land Explorer Parcel Physics! Address Owner Account Num Mailing Address 239503307001 4264117 COUNTY RD GLENWOOD SPRINGS . 239503307002 133 HOME PL GLENWOOD SPRINGS 239503307003 233 HOME PL GLENWOOD SPRINGS 239503307004 282 HOME PL GLENWOOD SPRINGS 239503307005 244 HOME PL GLENWOOD SPRINGS 239503307006 239503309001 152 HOME PL GLENWOOD SPRINGS 382 MEADOW WOOD RD GLENWOOD SPRINGS 239503309017 341 MEADOW WOOD RD GLENWOOD SPRINGS 239503309018 MEADOW WOOD RD GLENWOOD SPRINGS 239503309019 151 LAIRD LN GLENWOOD SPRINGS GROTH. JOHN A & COLLEENS LONG, JOHN ROBERT& ELLEN GAIL 233 HOME PLACE, LLC HENSLEY, PATRICIA FOX, DENNIS G & STELLA M YOUNG, WILLIAM J STEWART, PETER W & DENISE SHERICK, SHANE W ADAMS, JAMES & MOLLY ADAMS, ROBERT F & STACEY L 239503309020 148 LAIRD LN GLENWOOD FLEMING, PETER & SPRINGS CYNTHIA 239503309035 GLENWOOD SPRINGS 239503309035 GLENWOOD SPRINGS SUNLIGHT VIEW II HOMEOWNERS ASSOC SUNLIGHTVIEW II HOMEOWNERS ASSOC R080838 R080839 R080840 R080841 R080842 R080843 R007964 R007980 R007981 R007982 R007983 R007998 R007998 4264 COUNTY ROAD 117 GLENWOOD SPRINGS CO 81601-4539 PO BOX 970280 OREM UT 84097-0280 6967TROLL.EYWAY PLAYA DEL REY CA 90293-7611 282 HOME PLACE GLENWOOD SPRINGS CO 81601 244 HOME PLACE GLENWOOD SPRINGS CO 81601-9273 152 HOME PLACE GLENWOOD SPRINGS CO 81601 382 MEADOW WOOD ROAD GLENWOOD SPRINGS CO 81601 2621 WOODBERRY DRIVE GLENWOOD SPRINGS CO 81601 5708 WALDEN DRIVE PLANO TX 75093 151 LAIRD LANE GLENWOOD SPRINGS CO 81601-9291 0148 LAIRD LANE GLENWOOD SPRINGS CO 81601 4124 COUNTY ROAD 117 GLENWOOD SPRINGS CO 81601 4124 COUNTY ROAD 117 GLENWOOD SPRINGS CO 81601 about:blank 3!4/16. 1:15 PM Pape 1 of _ Garfield County Land Explorer Garfield County Garfield County, Colorado Garfield County Land Explorer Printed by Web User 1 inch = 1,010 feet 1 inch = 0.19 mars 0 0115 0.23 05 Y7.. Garro Id Cowry Garfield County Colorado www;+Aird-mmrt.mm Colorado Ohrlaimor 7N. 1. a m.parbo almark .s they .p, 1. deCarbd1 Grimy 0®R. dim*,i yar.a Aa...7Ya 0.— Is tlbe told R/,iw trams. pw ..•+d do Gose, Y M u.p.uW IR r4 Y.rrR=fin wida mnWs6 ® Copyright Garfield Carly. Colorado j All Alibis Ramrod PrinAak lW2020.0 22738 Imo INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issue O. i .. .Zoned Area...._ _ Permit No ',!'d i s 7 AGREEMENT In consideration of the issuance of this persalt, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit k granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from y ildiing i recto d IlM 4 -ll IATEI ' C VOID, Use�. *•+�� Ir 1 drlr. - , or Legal D. iptian A. :. ■ u. ,� a e . . ? 0 Wil I'I1� it 11 i - _► ontractor eg/IFo0/05-77 Setbacks This Card Must Be Posted So It la Plainly Visible From the Street. Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Footing Electric -Final (bI STATE E inspector) /#7/ i 6'37 J/ -2z- i - Foundation 6 3 31 • 7/�y . Plumbing -Underground Gas Piping Healing Ventilation Insulation �`'�I`dne '-"~Y'` ..-4,......... I.k# 4-.��r f%Y Frame 9'-'? -6/1-1- Y ,�- Plumbing -Rough Drywall/r.-1.it__" "'v�moi, Lr ' gx 'ikon Electric-Rough (by STATE inspector) ql. y -•rr`f 5 il- , � � Final - /I/ — -- y!-/ 4 l AND APPROVED BEFORE COVERING — OR ABOVE GROUND. ALL LISTED ITEMS MUST BE INSPECTED WHETHER INTERIOR OR EXTERIOR, UNDERGROUND THIS PERMIT IS NOT TRANSFERABLE Phone 945-8212 10 4 8th Street, County Courthouse, Glenwood Springs, Colo. APP E ❑ DO NOT DESTROY THIS CARD osts3 a/4J IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC 1 f+ No.' 5058 GARFIBL.D COUNTY BUILDING, SANITATIQNand PLr4AlTGDEPARTMENT log Bib Susi Suit= 303 Glenwood Springs, Colorado 31501 (303) 945-8212 3obAddzcss 0233 dome Place, Lazy Diamond A, Lot 3, Glenwood Springs Nature of Work Rf i i lding Permit UseofBuilding Single Family Dwelling w/Double Garage ©woe Stethen & Sherry Kennedy Contractor Kennedy Construction Amount of -Permit S 1 ,RD0.1 5 Date March 25, 1994 Permit: 1,091.00 Plan : 709.15 Plan Check lee $606.78 paid S. Archuleta Clerk Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 TAX PARCEL NUMBER: 2395-033-07-003 OWNER: 233 Home Place LLC REPRESENTATIVE: Steve and Sherry Kennedy 970-379-9924 DATE: January 6, 2016 • PRACTICAL LOCATION: 233 Home Place -- Lot 3 Lazy Diamond A TYPE OF APPLICATION: Land Use Change Permit for ADU — Administrative Review I. GENERAL PROJECT DESCRIPTION' Applicant seeks to construct an Accessory Dwelling Unit (ADU) on the 4.36 -acre parcel located south of Glenwood Springs off of CR 117 (Four Mile Road) at 233 Home Place. The site currently has a single family home on it. The County 2013 Land Use and Development Code, as amended (LUDC) allows for an ADU of up to 3,000 square feet of finished floor area since the property is 4.36 -acres. Access to the site is via a private road from CR 117, through the Lazy Diamond A Subdivision. Water is provided via an existing central system maintained by the HOA, and sanitation is provided via an Onsite Wastewater Treatment System (OWTS). The process requires that the Applicant demonstrate ADU compliance with the LUDC and the standards contained therein. II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS Garfield County Land Use and Development Code, as amended (LUDC): Section 4-101 Common Review Procedures Section 4-103 Administrative Review Section 4-201 Application Materials Section 4-203 Description of Submittal Requirements Section 7-701 Accessory Dwelling Unit Standards III. REVIEW PROCESS The process to accommodate this request requires a Land Use Change Permit Administrative Review process pursuant to the LUDC. A. Pre -application Conference. B. Application Submittal (three paper copies and on electronic copy — cd or thumbdrive). C. Determination of Technical Completeness. D. Schedule Director decision date and provide documentation regarding notice requirements. E. Request sent to referral agencies for review and comment. F. Evaluation by Director/Staff resulting in a Staff Report to the Director. G. Director decision - resulting in a recommendation for approval, approval with conditions or denial. H. 10 -day Call-up period. I. Satisfaction of conditions, if any. J. Issuance of Land Use Change Permit. IV. PUBLIC HEARINGS AND NOTICE Public Hearing notices shall be posted, mailed and published pursuant to Section 4-101.E. X None — unless called up to a public hearing Planning Commission Board of County Commissioners Board of Adjustment Referral will be sent to the following agencies: Road and Bridge City of Glenwood Springs Glenwood Springs Fire District Others as may be determined upon review of the application materials V. SUBMITTAL REQUIREMENTS Table 4-201 lists submittal requirements including: • General application materials o' Application form and fee 0" Agreement to pay form d General Project Description — Narrative of the request, can include information such as vegetation, slope and other issues listed in the Impact Analysis of Copy of Deed €( Mineral owners of the property o Names and mailing addresses of all owners of property within 200' of the subject parcel a Assessor map indicating location of the above properties o Copies of existing building and septic permits a Copy of the pre -application form • Vicinity Map • Site Plan (4-203D) • Grading and Drainage Plan (4-203E) • Landscape Plan (4-203F) • Impact Analysis (4-203G) • Water Supply and Distribution Plan (4-203M) o Copy of information related to Central Water System including well permit(s), water augmentation contract, adequacy of physical and adequacy of the distribution system • Wastewater Management Plan (4-203 N) o Copy of existing permits — proposal to build new or use existing • Traffic study (4-203L) -- a Basic Traffic Analysis — An ADU creates approximately 10 vehicle trips per day on average, will this impact the traffic flow on CR 117? • Development agreement • Improvements Agreement Request for Waivers — it would appear to be appropriate for Applicant to request waiver of the following submittal items: Landscape Plan - 4-203 F. Development Agreement — 4-203 J. Improvements Agreement -- 4-203 K. The request for waiver is on the second page of the application form, please provide a letter of explanation on why the waiver is appropriate based upon the criteria in Section 4- 202 of the code. VI. APPLICATION REVIEW FEES This application will be subject to the following fees and deposit requirements: Planning Review Fees: $ 250.00 Plus additional Staff time at hourly rate of $40.50 Referral Agency Fees. $ Engineering review/hourly Total Deposit: $ 250.00 General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. Disclaimer The foregoing summary is advisory in nature only and is not binding on the County_ The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre-apolicatlon Summary Prepared by: 7/Tv>41/1 / 1r January 6, 2016 Kathy Eastley, AICP Date !I ,eAD)M DRf/NAa E PLAN (y- 203 E� W1 rim 1r•••••e .Zw'Y6 —L. .5r.5rE PZ, iy (4- 21)3 VIG),vlry MAP / wr. rrr 0.1 Yr ww RPM 6.11 RP waw r1. wa waw .r. waw ..r PEW Mw Ya. Y.. Lot 3 101.132 iF In* Aa nrv..rr...r.{w ��R • M t.. Erne. MOP i NESTrE LEGEND 1 ti ti 1 {s.1..a...•rm nm 1.1111 1".1.11- 1.MEW. o. w..1.1 . r011owlere Lf SIN i.At161 Msx+ar.r A1Wlrlil{Y1A1111 ss • el* • 1.11‘�. 121. • •+r r.Yr Mq wi 1141 11,1.0111,..-11...1.......11 aw.Y¢••_•m..sa Fr. persi am.= m� YlxeFa. wYYw�w��� W i.a ReJ....Y • M. e.+e1rwr� n =mew .—s,.w.►ws.n�x..pj. Yy yMi WYP�isen W eur�Ywe. k.aA.aar.a. o a a._alnow aaw lx.we isw•o�n w.111 i..1. a.Ywr:ir"`a..s.ew6�91i �'a�.xw MYsl. ex. WA.a w•w•aw-arrw fKY�.x...l�+aumYe.envf Y4 ...1111 V1./..rnw.s;1MI .�.W..ra.t YYUI.Ya.�x•'� .tea. ..a aw%4 FY{xY.Y�w.arc IawrY�WS Y.GYM.Yn..o.�.a• I+T WYn[ W.UR Y..s1. (I.ay..w.ew1 ..aM _rv{xw lR.w. .r..�..w..a.r. • Po.. >wll.Yw Y..M 4_1.i. �e:.wU:Y Y n�Ysl. ncu � ,•a•.Dr w ...•.h. •••001....1.0.11.4•...11 Ya. a...i'Yec �anlYrrnrar..R.�. r ..r.wx.......w.orw..scan..w • 11.111.1•111.111111.1.121.4.1.01111 pa. way sawwN.0 110111..........111.1.11.1.1.1.... T• . u.1.. I ...YqY uuIF......u•••• '.Ye.11....•••....t11.1.14.14 Ys lbw... .•••[.N14Ta..... • r6.•.. w.. .m,m 1,111 n•Y 1 \ \ ` %cc` s` �1 \ ` '14.11.02.44113,5•11.1111.1.1-1!( C. ORM.. 1110.11.. 11.111.119 --4 ® NORTH M..a.YY611101. Calmer roe% m 3 1n 462 1 r c.1 N:\PROJECTS\2016\16010-Kennedy ADU\dwg\16010-V-Topo.dwg 5/25/2016 9:27 AM / Lot 1 / x N \ N ` N N x N ` N \ ` N \ `\ 10.0' N N \ N SETBACK x x x x x x PROPERTY LINE x OFFSITE STORMWATER DEFLECTION DITCH/BERM x 20' UTILITY AND IRRIGATION EASEMENT x x NOTES: 1. SURVEY AND BOUNDARY INFORMATION PROVIDED BY TUTTLE SURVEY SERVICES. DATE OF SURVEY MAY 2016. BENCHMARK INFORMATION UNKNOWN. THE SITE DOES NOT CONTAIN ANY SLOPES STEEPER THAN 20%. 2. STORMWATER DETENTION DOES NOT APPEAR TO BE NECESSARY DUE TO THE RURAL NATURE OF THE SITE AND THE PRESENCE OF THE OFFSITE STORMWATER DEFLECTION DITCH/BERM NORTH OF THE PROPERTY. 3. PROJECT DISTURBANCE IS ESTIMATED AT 0.25± ACRES. DISTURBED AREAS SHALL BE REVEGETATED WITH LAWN AND/OR REGIONAL PASTURE GRASSES, AS DESIRED. 4. SEE ARCHITECTURAL, LANDSCAPING AND STRUCTURAL ENGINEERING PLANS FOR ADDITIONAL AND LANDSCAPE INFORMATION. 5. ALL DEMOLITION AND CONSTRUCTION SHALL MEET OR EXCEED THE CURRENT CONSTRUCTION AND DESIGN STANDARDS ESTABLISHED BY THE COUNTY AND BE SUBJECT TO OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER. 6. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST, BUT MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT OF AN EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR, AT NO EXPENSE TO THE OWNER OR PROJECT ENGINEER, SHALL REPAIR ANY DAMAGED UTILITIES. 7. ALL EXCAVATIONS FOR UTILITY LINES, RETAINING WALLS, ROADWAYS, STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, ALONG WITH WORK IN GENERAL, SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, OR THE COLORADO DIVISION OF MINES, WHICH EVER APPLIES. SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. NO OTHER PARTIES ARE RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 8. COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO THE OWNER AND THE PROJECT ENGINEER PRIOR TO ACCEPTANCE. COMPACTION SHALL MEET OR EXCEED COUNTY REGULATIONS. THE MINIMUM COMPACTION STANDARD SHALL BE 95% STANDARD PROCTOR UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER. 9. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE STREET RIGHT OF WAY AND PROPERTY OWNED, OR EASEMENTS PROVIDED TO OWNER. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 10. THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS. Lot 2 x 20' UTILITY AND IRRIGATION EASEMENT Point Table Point # Raw Description Elevation Northing Easting 1000 Drive -CL -FG 6377.28' 5648.39 5220.87 1001 Drive -CL -FG 6376.42' 5673.66 5204.41 1002 Drive -CL -FG 6375.18' 5699.93 5192.30 1003 Drive -CL -FG 6374.44' 5720.23 5188.53 1004 Drive -CL -FG 6374.69' 5740.22 5188.25 x x x x Lot 3 190,002 SF 4.36± Ac x >- x / x ONSITE FLOOD IRRIGATION RECOCCECT,IQN DITCH s,26> 25' J SETBACK • x EVERY 100 LF IN THE D AGE DITCH • • EXTEND THE ROADSIDE DITCH AROUND THE BUILDING AND NORTH TO THE IRRIGATION RECOLLECTION DITCH \ NSITE WASTEWATER TREATMENT SYSTEM X (TO BE DESIGNp 20' UTILITY AND IRRIGATION EASEMENT INSTALL SEDIMENT CONTROL FENCING ALONG THE LOWER / LIMITS OF THE DISTURBANCE • N GRADE AWAY FROM THE FOUNDATION AT 10% MIN FOR 101IN UNPAVED AREAS AND 2% MIN , A FOR 10' IN PAVED AREAS, TYP. 20' CONCRETE GARAGE APRON. SLOPE AT 2% AWAY FROM THE BUILDING • PROPOSED ADU (3,000 SF MAX.) Garage FF: 6374.7' Main FF: T.B.D. PROPERTY LINE 1003 SNOW STORAGE WILL BE ALONG #1 002 THE EDGES OF THE DRIVE \ 12' MIN. DRIVEWAY (SEE DETAIL) LOCATED THE EX. WATER MAIN, INSTALL A NEW WATER SERVICES, ,?4p SHUTOFF VALVE & METER. C)• EXISTING DRIVEWAY / / / EXTEND EXISTING SHALLOW EX TRANSFORMER, PEDESTALS AND METERS SERVICE d • • 'AAA • d • • d 20' IRRIGATION EASEMEN \ \ N N ` N N `\ N \\NN X.N N '� , `\ 11. ON-SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE COUNTY OR THE PROJECT ENGINEER OF CONSTRUCTION WORK IN PROGRESS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY OR THE PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTOR'S RESPONSIBILITIES. 12. ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS AREAS TO ENSURE THAT PROPER DRAINAGE AWAY FROM THE IS MAINTAINED. **NNN N N NN N 13. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 14. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. 15. DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE WORK. 16. ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND COMPLYING WITH THE MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS FOR THE INSTALLATION OF ALL MATERIALS WITH SPECIAL ATTENTION TO PROPER SEALING OF MATING SURFACES. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE DELIVERED PRODUCTS AND THOSE SHOWN ON THIS PLAN. 17. FOUNDATION DESIGNS TO BE OBTAINED FROM THE PROJECT STRUCTURAL ENGINEER. THE FOUNDATION DRAIN SYSTEM SHALL BE INSTALLED PER THE RECOMMENDATION OF THE STRUCTURAL AND GEOTECHNICAL ENGINEERS. 18. ROOF GUTTERS SHALL BE INSTALLED AND DOWNSPOUT PIPES EXTENDED AT LEAST 5 -FEET AWAY FROM THE FOUNDATION. N cP cP EXISTING DRIVEWAY INSTALL 18"0 CULVERT W/ 61' #l000 MIN. COVER. RECUT THE DITCH UPSTREAM AND BELOW AS NECESSARY TO CREATE POSITIVE DRAINAGE • L' sliiii EXISTING CHIPSEAL WATER SERVICE EX. IRRIG. SERVICE 6390 6385 LO LO 6380 6375 6370. EX. FIRE HYDRANT EXISTING DRIVEWAY 6390 6385 6380 6375 - INSTALL CULVERT & REGRADE EX. DITCH 6370 LU (Right to Lef ) 1+16 1+00 0+00 Profile: Centerline Drive-ADU, Sta:0+00 to Sta:1 +16 Vicinity Map LEGEND_j 6105 6105 G ETC 03 ED 0 0 GETC PROPOSED GRAVEL ROADWAY PROPOSED CONCRETE OR ASPHALT EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE EASEMENT EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER EXISTING/PROPOSED SEWER SERVICE/CLEANOUT EXISTING/PROPOSED GAS/ELECTRIC/TELEPHONE PROPOSED FLOWLINE EXISTING/PROPOSED UTILITY PEDESTALS GENERAL DIRECTION OF FLOW GRADE AROUND THE PERIMETER OF AS NECESSARY AT 2% FOR 10 -FEET MINIMUM IN PAVED AREAS AND 10% FOR 10 -FEET MINIMUM IN UNPAVED AREA TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION. 6" CLASS 6 AGGREGATE BASE COURSE. CONTRACTOR TO PLACE 4" LIFT AT THE BEGINNING OF CONSTRUCTION AND THEN REGRADE AND PLACE ANOTHER 2" JUST PRIOR TO PROJECT CLOSEOUT. 3' 233 Home Place Lot 3 Lazy Diamond A Subdivision County of Garfield, State of Colorado Parcel No: 2395-033-07-003 12' MIN. dL SURVEY POINTS ARE SHOWN AT THE CENTERLINE 2% 1 1. 111 11111111 1 Driveway SCARIFY THE SUBGRADE AND RECOMPACT TO 95% STANDARD PROCTOR Civil Engineering .;) Surveying co ea Inc. 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or Surveyor Vr PVIE: 63/4.69 N ae o c•6 PVIS: 0+34.97 PVIE: 6376.89 PVIS: 0+14.9 PVIE: 6377.2. co Lii PROPOSED GRADE 810 , , Know what's below. Call before you dig. - ---------- - --- - - -> — -- - ----- Grading, Drainage, Erosion Control & Driveway Plan By Ex:6373.4 Pr:6374.09 co 6390 6385 6380 6375 - INSTALL CULVERT & REGRADE EX. DITCH 6370 LU (Right to Lef ) 1+16 1+00 0+00 Profile: Centerline Drive-ADU, Sta:0+00 to Sta:1 +16 Vicinity Map LEGEND_j 6105 6105 G ETC 03 ED 0 0 GETC PROPOSED GRAVEL ROADWAY PROPOSED CONCRETE OR ASPHALT EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE EASEMENT EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER EXISTING/PROPOSED SEWER SERVICE/CLEANOUT EXISTING/PROPOSED GAS/ELECTRIC/TELEPHONE PROPOSED FLOWLINE EXISTING/PROPOSED UTILITY PEDESTALS GENERAL DIRECTION OF FLOW GRADE AROUND THE PERIMETER OF AS NECESSARY AT 2% FOR 10 -FEET MINIMUM IN PAVED AREAS AND 10% FOR 10 -FEET MINIMUM IN UNPAVED AREA TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION. 6" CLASS 6 AGGREGATE BASE COURSE. CONTRACTOR TO PLACE 4" LIFT AT THE BEGINNING OF CONSTRUCTION AND THEN REGRADE AND PLACE ANOTHER 2" JUST PRIOR TO PROJECT CLOSEOUT. 3' 233 Home Place Lot 3 Lazy Diamond A Subdivision County of Garfield, State of Colorado Parcel No: 2395-033-07-003 12' MIN. dL SURVEY POINTS ARE SHOWN AT THE CENTERLINE 2% 1 1. 111 11111111 1 Driveway SCARIFY THE SUBGRADE AND RECOMPACT TO 95% STANDARD PROCTOR Civil Engineering .;) Surveying co ea Inc. 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or Surveyor Seal Client Information: Stephen Kennedy 6967 Trolley Way Playa Del Rey, CA 90293 970.379.9924 30' NORTH 601 810 , , Know what's below. Call before you dig. ---------- - --- - - -> — -- - ----- Grading, Drainage, Erosion Control & Driveway Plan By Revision ado Date Id County, Colo 160 0 FILE NAME: Drafter: Date: 5/19/16 Sheet a / Stephen & Sherry Kennedy, 233 HOME PLADU WATER SUPPLY AND DISTRIBUTION PLAN Our subdivision has the #2 priority water right along Four Mile Creek. Our domestic water source is Bershenyi Spring where the water is captured, gravity fed to a pump house, then treated and pumped up to a 70,000 gallon tank. This tank supplies all 13 lots in our subdivision This is only for in-house use. All irrigation water is from the Atkinson Ditch and supplied by an independent piping system. Please see attached Case No. 90CW214 District Court, Water Division 5, Colorado Item 11. (B) (i): Adjudicates 015 cis for domestic use within our subdivision. This equals 108.6 acre ft per year. item 12: Total estimated water use for Lazy Diamond A subdivision is 2.21 acre ft per year. Therefore, the system contains adequate, reliable, physical, Tong -term and legal water supply to serve the proposed ADU. Also attached is the most recent water quality reports from Zancanella & Associates. Total usage for the subdivision for 2014 (3.28AF) and 2015 (3.13AF) DISTRICT COURT, WATER DIVISION 5, COLORADO Case No. 90CW214 AMENDED FINDINGS OF FACT, CONCLUSIONS OF.LAW, JUDGMENT AND DECREE CONCERNING THE APPLICATION FOR WATER RIGHTS OF THE LAZY DIAMOND A SUBDIVISION IN GARFIELD COUNTY This matter coming before the Court upon the Amended Application for Water Rights of Lazy Diamond A Subdivision ("Applicant"), For Storage and Change of Water Rights and Approval of Plan for Augmentation, and the Court, having considered the pleadings and evidence before it, hereby makes the following Findings of Fact and Conclusions of Law and enters the following judgment and decree. I. FINDINGS OF FACT 1. Applicant filed its application on October 11, 1990. An Amended Application was filed on October 30, 1990 and was re- referred to the Water Referee for Water Division No. 5, State of Colorado, by the Water Judge of said Court on the 7th day of November, 1990, in accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973, known as the Water Right Determination and Administration Act of 1969. 2. The Motion to Re-refer the case to the Water Judge and a certification of intent to protest Ruling of Referee was filed by the applicant on January 17, 1992. An Order was signed by the Referee on January 17, 1992 to re-refer the matter to the Water Judge. 3. Timely and adequate notice of said application has been given in the manner prescribed by law. 4. Timely Statements of Opposition have been filed by Deer Park Properties and Greenwald Children's Irrevocable Trust No. 1. Deer Park Properties has since withdrawn having stipulated to an agreement with the applicant. 5. The time for filing Statements of Opposition has expired. 6. The State Engineer and Division Engineer for Water Division No. 5, by and through their attorney, Gale A. Norton, Attorney General for the State of Colorado, motioned the court to allow them to intervene on February 18, 1992. The Applicant filed a Response to the State's motion on February 18, 1992. The Applicant withdrew their response on April 10, 1992. 90CW214 - Amended -Gree 7. The Water Judge of Water Division 5 has jurisdiction over the subject matter of this proceeding and over all who have standing to appear, whether they have appeared or not. 8. The Objector, Greenwald Children's Irrevocable Trust No. 1, has consented to withdraw upon the entry of this decree. CLAIM FOR CHANGE OF WATER RIGHT 9. Atkinson Ditch. Located on the East bank of Four Mile Creek about 3 miles from the mouth of said creek. The said ditch was decreed on May 11, 1889 in Case No. CA -132 with an appropriation date of May 24, 1882 for 4.0 absolute to be used for irrigation. The applicant requests a change of use for 0.12 cfs conditional from irrigation to domestic and storage by augmentation. A. Source: Four Mile Creek B. Name and address of owner of land: Lazy Diamond A Subdivision c/o Larry Axthelm 4264 County Road 117 Glenwood Springs, CO 81601 10. Axthelm Pond. The right abutment of the Axthelm Pond is located at a point in Section 3, T. 7 S., R. 89 W. of the 6th P.M. whence the southwest corner of said Section 3 bears S. 53°40'47" W., a distance of 1804.10 feet. The applicant claims an appropriation date of September 26, 1990 for 5.0 acre feet conditional to be used to augment out of priority depletions to the stream caused by the domestic diversions from the Bershenyi Spring. The Axthelm Pond will be filled from the Atkinson Ditch and/or Bershenyi. Spring. A. Source: Four Mile Creek B. Name and address of owner of land: Lazy Diamond A. Subdivision c/o Larry Axthelm 4264 County Road 117 Glenwood Springs, CO 81601 CLAIM FOR APPROVAL OF AUGMENTATION PLAN 11. (Al Structures to be used for augmentation: (i) Axthelm Pond (described in paragraph 10 above) (ii) Atkinson Ditch (described in paragraph 9 above) -2- 0- • 90CW214 - Amende 3ecree (B) Water right(s) to be augmented: (i) Hammerich Pipeline a/k/a Bershenvi Spring. The Hanunerich Pipeline was decreed on October 24, 1952 in Case No. CA -4033 with an appropriation date of September 1, 1914 for 0.15 cfs absolute to be used for domestic and other beneficial uses. The legal description of the point of diversion is whence the Southeast Corner of Section 10, Township 7 South, Range 89 West of the 6th P.M. bears South 47°18' East 7208.7 feet. CLAIM FOR APPROVAL OF PLAN FOR AUGMENTATION 12. Applicant intends to provide a legal water supply to the Lazy Diamond A Subdivision and an adjoining lot size area. The development consists of 13 lots, including the lot size area adjoined to the Subdivision. The central water supply system will obtain its water supply from the Bershenyi Spring. The total estimated water depletion for the Lazy Diamond A project is 2.21 acre feet per year. The central system will divert 7.21 acre feet for in-house domestic purposes and for the irrigation of lawns and gardens (assumed to be no more than 2500 square feet per unit) from the municipal system. The lands that will be removed by the construction of the development will result in drying up 4.64 acres historically irrigated and result in an historic consumptive use credit of 9.2 acre feet. Water will be stored in the Axthelm Pond under its own priority in the non - irrigation season and releases from the pond will augment any downstream rights that may call the Bershenyi Spring out of priority. Under full development, average year augmentation releases to Four Mile Creek above the Four Mile Ditch will be as follows: Schedule I leadgate Reservoir Reservoir Release Release Volume April .28 .29 4.71 May .99 5.0 June 1.15 5.0 July 1.21 5.0 August 1.02 5.0 September .90 5.0 October .37 .28 4.72 Under full development dry year releases to Four Mile Creek above the Four Mile Ditch will be as follows: -3- 90CW214 — Amended ecrec Schedule 11 Headgate Reservoir Reservoir Release Release Volume April .28 .29 4.71 May .99 5.0 June 1.15 3.85 July 1.21 2.64 August 1.02 1.62 September 0.90 0.72 October .65 0.07 There are two schedules above. Schedule II is to be used only when the Atkinson Ditch is fully out of priority for any part of a given month. The balance of the historic consumptive use (2.75 af annually) is not devoted to this augmentation plan and shall remain available to the applicant for use. Future use of the 2.75 af must be in accordance with a court approved change case or augmentation plan. Until such court approval is obtained diversion and use of the remaining 2.75 af must continue in accordance with historic practice. The land to be dried up consisting of 4.64 acres under the Atkinson Ditch shall be permanently removed from irrigation by the construction of roads, driveways, buildings, the Axthelm Pond and other subdivision improvements. This property is contained within the subdivision, more particularly described as: Lots 1 - 12, Lazy Diamond A Subdivision and adjoining lot size area. STIPULATIONS 13. (a) The Opponent (Deer Park Properties) requested Applicant and Applicant has agreed to "consent" to (1) the construction by the Opponent of not more than two new wells, and (2) the adjudication of one existing well to be located in either Section 23, 24 or 26 of Township 7 South, Range 89 West of the 6th P.M. Each well would be capable of diverting up to 100 gallons per minute. This consent shall be further interpreted to mean that the applicant will not oppose the efforts by Deer Park Properties to adjudicate said wells provided said adjudication is filed in the year 1991, or thereafter. (b) The Opponent (Greenwald Children's Irrevocable Trust No. 1) has consented to the within decree according to the terms of a Stipulation dated April 7, 1992. -4- 90CW214 - Amended tree II. CONCLUSIONS OF LAW 14. The foregoing Amended Findings of Fact are fully incorporated herein. 15. The Court has considered the present Amended Application for Storage and Change of Water Rights and for Approval of Plan for Augmentation as set forth in paragraphs 9 through 12 above, concludes as a matter of law that such changes and requests set forth herein will not result in injury to the vested or conditional water rights of others and that such limitations and conditions provided adequate measures toward the administration by state officials. III. JUDGMENT AND DECREE 16. The foregoing Amended Findings of Fact and Conclusions of Law are incorporated herein and made part of the Court's judgment and decree. 17. It is hereby ordered that the Amended Application for Storage Rights, Change of Water Rights and Plan for Augmentation described above is hereby granted as follows: (a) A conditional water storage right for the Axthelm Pond as more fully described in paragraph 10 be granted. (b) The change in water right of the portion of the Atkinson Ditch more fully described in paragraph 9 above from irrigation to domestic and storage by augmentation be granted and approved and no water user will be injured thereby. (c) The augmentation plan described in paragraph 12 above shall be approved and granted and no water user shall be injured thereby. (d) At times when the Bershenyi Spring and/or Hammerich Spring and Pipeline priorities are out of priority and a valid call is being effected on Four Mile Creek that would affect diversions by such water rights, diversions into the Atkinson Ditch shall be reduced by the amount of the diversion of Axthelm's share of the Bershenyi Spring a/k/a Hammerich Spring and Pipeline up to 0.12 cfs. 18. This matter is subject to the retained jurisdiction of this Court pursuant to C.R.S. $37.90--304(5) pursuant to which the question of injury to the water rights of others may be reopened and re-examined at any time prior to three years after 80% of the lots within the development have been completed. -5- 90CW214 - Amended ' ree 19. An Application for a Finding of Reasonable Diligence shall be filed in April of 1998 and in April of every sixth calendar year thereafter so long as the -Claimant desires to maintain the conditional water right or until a determintion has been made that this conditional water right has become an absolute water right by reason of the completion of the appropriation, or otherwise disposed of. 20. It is accordingly ordered that this Amended Judgment and Decree shall be filed with the Water Clerk and shall be effected upon such filing, subject to judicial review pursuant to C.R.S. 037--92-304 (1990). 21. It is further ordered that a copy of the Amended Judgment and Decree shall be filed with the State Engineer and the Division Engineer for Water Division No. 5. 23. Dae 1the City of Glenwood Springs, Colorado, this 2otLday of t,r , 1992. BY THE COURT: Thomas W. Oss=13 MO.L ZYDIAM.PLG.pC June 1, 1092 -6- Water Judge Water Division No. 5 State of Colorado -4 Annual Water Diversion Report DiviIton: 5 Water District' 38 Structure Name: 8ershenyi Spring & Pipeline, Structure ID: 536 Source Stream: Four Mile Creek ••• Total Water Through Structure ••• Total Water Through the Structure - 2015 Day 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 26 21 22 23 24 25 26 27 28 29 30 31 Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct 00040 0.4076 00000 0,0032 00029 0.0010 040.2E U 60047 0.0110 0.0063 0.0046 06646 0.0040 0.0036 00610 0.0032 0.0029 D 0 4.0073 0.004E 0.01€9 6.0063 00040 U 66646 u 0.0040 AD03e 0.0030 0�s 0.0029 00030 U A6D33 00047 4.0119 0.0067 4602E atl043 0.0040 a0036 u 0.0030 00032 0.0029 0006! 0.00.13 0,0047 00074 0.0063 0.002E 0.0045 0.0040 06019 0.0030 0.0032 0.0079 00051 0.0477 aOMT u D.pOTi 0.4063 042%213:122118 .0029 0.0045 00040 00019 00030 0.0032 U 0.0029 U 00061 0.0033 0.0033 0.007€ 0.0063 u 0.60x0. 0.0045 0.,0040 U 00419 0.6030 V 00041 0.003E 00061 6 033 0.0027 aarrt D.D049 0.0628 00046 €y 0.0023 00019 4.0075 0.0041 00037 00061 U 0.0033 u 00023 00071 D.0049 6002E 00039 0.0023 0.0019 00031 0.0041 00037 0.0073 0.0048 0.0023 00071 00049 0.002E 00039 0.4023 00019 U 0.0035 00041 0.0037 0.0073 0.0046 0.0021 u 00071 U 0.0049 0,0026 u 0.0039 00033 0.0039 0.0035 0.004€ 0.0037 U 0.0073 00018 0.0654 00048 0.0049 0.0043 00039 0.0023 V 0.0039 00035 0604! 00044 0.00r3 0.0616 00054 00049 0.0049 0.0043 0.0079 110014 00039 0.0075 0.004€ u 0.0044 0.0073 0.0646 0.0664 00046 0.0019 0.0043 0.0039 0.0014 60039 Doom 0.0077 00044 60073 U 0.0036 0.0054 0.0045 u 00049 0.0643 0.0039 0.0014 60038 0067.7 0..4032 0.6044 6,0046 0.0046 0.0704 06048 06049 0.0043 0.OD39 0.0014 0.0039 0.0039 U 00032 0.0044 O.o040 0.0.03E 0.0054 0.0019 0.0049 0.0043 00039 0.0014 6.0039 0.0038 0.0032 00444 01640 0.0036 0,0054 00046 0.0049 00043 00036 0.0014 0.0039 00636 aaou D.oau 00040 0.0.0.3E 0.0654 u 0.0048 0.0049 u 0.0043 U 0.0036 0.0014 0.0039 U 00038 0.002? 00044 U 00040 00036 U 0.0097 6.0046 4.0065 0.0050. 60076 00314 V 00048 0.0036 60072 U 00033 00040 00025 0_0097 60045 00065 0.0654 0 038 0,0077 0.4015 00me 0.0037 00073 0.0040 0.4025 0_0093 00045 00065 00031 0.0036 0.6077 00045 00070 U 0.0037 00033 0.4040 4.0025 60097 0.4048 0.00[56 0.0034 0.0036 00077 0.0046 0.0007 00033 0.0033 00040 U 00025 00093 0OD48 0.0085 0.0054 00025 0,0077 4.0049 U 0.0072 0.0033 U x.0033 0002E 00025 00093 0.0018 u 0.0065 0,0054 U 0.0025 00077 a 0.0037 0.0057 0.0029 0.0037 00670 00025 0.0093 U 0.0057 0.0065 00046 00025 0.0336 0.0032 00062 00029 ao033 u 00020 0,002.9 00119 0.0052 0.0065 0.0646 00628 4.0035 0.0032 0.0063 0.4039 0.0030 8.0025 0.0623 0.0€09 80052 0.0065 00049 0.0025 0.00.)6 O.0D52 60052 U 0.0029 0.0030 4.0071E 00025 0.0118 00057 0.0065 U 0.0049 0.0025 0.0036 0.0632 0.0072 0.0030 6.0071E 00025 U 6.6x14 0.0067 a0045 0.0049 00025 0.0036 0.0032 0.0032 0.0030 00028 0.0047 0.0119 0.0052 0.0045 0.0048 0.0076 0.0032 U 0.0037 00030 00047 64052 u 00045 6.0095 V Total 5f0 Days Used Ave SFO: 0.107 0.107 0.117 0.095 0.109 0.139 0.106 0.202 0.189 0.176 0.126 30. 31 31 28 31 30 31 30 31 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.00 30 0.110 31 0.00 Total AF: 0.231 0.212 0.231 0.189 0.215 0.274 0.210 0.401 0.375 0.348 0.249 0.218 Annual Total SFD: 158 Total Clays Used : 365 Annual Total Acte Feet: 113 1.1110 Orme 0.1.006a Fitt P4p0r31670L51 1013 Lary Diamond A 05r.n ientt a `U' Indicates User supplied data. All other data Is interpreted from previous observed value. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ZOnrEEeilo a Alwclatei Inc 2015 Lrzy Dlrmond Diverslo u 11/12/2015 Page 1 of 1 SEO WY14 Table 1 Lazy Diamond A Subdivision Summary of 2014 Diversions Diversion records based on weekly meter readings. Structure Name State ID No. l3ershenyi Spring & Pipeline 536 Source Code Estimated Daily Usage (gallons) Total Monthly Usage (Lallans) (ac -ft) November -13 2422 72,671 0.22 December -13 2407 74,612 0.23 January -14 2888 89,538 0.27 February -14 2214 6I,996 0.19 March -14 2609 80,891 0.25 April -14 2611 78,329 0.24 May -14 3261 101,082 0.31 June -14 5182 155,472 0.48 July -14 2054 63,663 0.20 August -14 3874 120,099 0.37 September -14 2942 88,252 0.27 October -14 264I 81,861 0.25 Average 1 Total 2,925 1,068,467 3.28 Diversion records based on weekly meter readings. Structure Name State ID No. l3ershenyi Spring & Pipeline 536 Source Code Use Code 5 8.2 Diversion Type Augmentation Type Code A A Structure Type Code 4 ZancaneIta & Associates. Inc. Z400's4402 - Lazy Diamond AILAZY DIAMOND A LOGILAZY DIAMOND A LOG-SEO Reports.xis 11112/2014 LAZY DIAMOND A SUBD 2015 Drinking Water Quality Report For Calendar Year 2014 Public Water System ID: CO0123360 Esta es Informaci6n hnportante. Si no la pueden leer, necesitan que alguien se la traduzca. We are pleased to present to you this year's water quality report. Our constant goal is to provide you with a safe and dependable supply of drinking water. Please contact THOMAS A ZANCANELLA at 970-945-5700 with any questions about the Drinking Consumer Confidence Rule (CCR) or for public participation opportunities that may affect the water quality. General Information All drinking water, including bottled water, may reasonably be expected to contain at least small amounts of some contaminants. The presence Q€cantaminants does not necessarily indicate that the water poses stealth risk. More information about contaminants and potential health effects can be obtained by calling the Environmental Protection Agency's Safe Drinking Water Hotline (1-800-426-4791) or by visiting l?:it114'oL'r,voi..,T,Iv or L1k,`L'slfllzLILI1 7.!LB. Some people may be more vulnerable to contaminants in drinking water than the general population. Immunocompromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with H1V-AIDS or other immune system disorders, some elderly, and infants can be particularly at risk of infections. These people should seek advice about drinking water from their health care providers. For more information about contaminants and potential health effects, or to receive a copy of the U.S. Environmental Protection Agency (EPA) and the U.S. Centers for Disease Control (CDC) guidelines on appropriate means to lessen the risk of infection by Ciyptosporidium and microbiological contaminants call the EPA Safe Drinking Water Hotline at (1-800-426-4791). The sources of drinking water (both tap water and bottled water) include rivers, lakes, streams, ponds, reservoirs, springs, and wells. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Contaminants that may be present in source water include: 'Microbial contaminants: viruses and bacteria that may come from sewage treatment plants, septic systems, agricultural livestock operations, and wildlife. •Inorganic contaminants: salts and metals, which can be naturally - occurring or result from urban stonnwater runoff, industrial or domestic wastewater discharges, oil and gas production, mining, or farming. - Pesticides and herbicides: may come from a variety of sources, such as agriculture, urban stormwater runoff, and residential uses. • Radioactive contaminants: can be naturally occurring or be the result of oil and gas production and mining activities. •Organic chemical contaminants: including synthetic and volatile organic chemicals, which arc byproducts of industrial processes and petroleum production, and also may come from gas stations, urban storm water runoff, and septic systems. In order to ensure that tap water is safe to drink, the Colorado Department of Public Health and Environment prescribes LAZY DIAMOND A SUBD, PWS ID: CO0123360 regulations limiting the amount of certain contaminants in water provided by public water systems. The Food and Drug Administration regulations establish limits for contaminants in bottled water that must provide the same protection for public health. .ead in Drinkine Water If present, elevated levels of lead can cause serious health problems (especially for pregnant women and young children). It is possible that lead levels at your home may be higher than other homes in the community as a result of materials used in your home's plumbing. If you are concerned about lead in your water, you may wish to have your water tested. When your water has been sitting for several hours, you can minimize the potential for lead exposure by flushing your tap for 30 seconds to 2 minutes before using water for drinking or cooking. Additional information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available from the Safe Drinking Water Hotline (1-800-426-4791} or at tp.fiv.wkwern eov 1,43feskai,r+lcgd. Source Water Assessrpent_ajI Pryt(ion (SW4P1 The Colorado Department of Public Health and Environment has provided us with a Source Water Assessment Report for our water supply. For general information or to obtain a copy of the report please visit i:ILILe Lore. Cc , The report is located under "Source Water Assessment Reports", and then "Assessment Report by County". Select GARFIELD County and find 123360; LAZY DIAMOND A SUBD or by contacting THOMAS A ZANCANELLA at 970-945-5700. The Source Water Assessment Report provides a screening -level evaluation of potential contamination that mid occur. It &es not mean that the contamination has or will occur. We can use this information to evaluate the need to improve our current water treatment capabilities and prepare for future contamination threats. This can help us ensure that quality finished water is delivered to your homes. In addition, the source water assessment results provide a starting point for developing a source water protection plan. Potential sources of contamination in our source water area are Iisted on the next page. Please contact us to learn more about what you can do to help protect your drinking water sources, any questions about the Drinking Water Consumer Confidence Report, W learn more about our system, or W attend scheduled public meetings. We want you, our valued customers, to be informed about the services we provide and the quality water we deliver to you every day. 2015 CCR Page 1 of 5 Our Water Sources Source Source Tvpe Water Type Potential Source(sl of Contamination SPRING Well Groundwater EPA chemical inventory/storage sites! aboveground, underground and leaking storage tank sites, pasture, hay, forest Terms and Abbreviations • Maximum Contaminant Level (MCL) — The highest level of a contaminant allowed in drinking water. • Treatment Technique (TT) — A required process intended to reduce the level of a contaminant in drinking water. • Action Level (AL) — The concentration of a contaminant which, if exceeded, triggers treatment and other regulatory requirements. • Maximum Residual Disinfectant Level (MRDL) — The highest level of a disinfectant allowed in drinking water. There is convincing evidence that addition of a disinfectant is necessary for control of microbial contaminants. • Maximum Contaminant Level Goal (MCLG) — The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. • Maximum Residual Disinfectant Level Goal (MRDLG) — The level of a drinking water disinfectant, below which there is no known or expected risk to health. MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contaminants. • Violation (No Abbreviation) — Failure to rncet a Colorado Primary Drinking Water Regulation. • Formal Enforcement Action (No Abbreviation) -- Escalated action taken by the State (due to the risk to public health, or number or severity of violations) to bring a non-compliant water system back into compliance. • Variance and Exemptions (WE) — Department permission not to meet a MCL or treatment technique under certain conditions. • Gross Alpha (No Abbreviation) — Gross alpha particle activity compliance value. It includes radium -226, but excludes radon 222, and uranium. • Picocurles per (iter (pCUL) — Measure of the radioactivity in water. • Nephelometric Turbidity Unit (NTU) — Measure of the clarity or cloudiness of water. Turbidity in excess of 5 NTU is just noticeable to the typical person. • Compliance Value (No Abbreviation) — Single or calculated value used to determine if regulatory contaminant level (e.g. MCL) is met. Examples of calculated values are the 90th Percentile, Running Annual Average (RAA) and Locational Running Annual Average (LRAA). • Average (x -bar) — Typical value. • Range (R) — Lowest value to the highest value. • Sample Sire (n) — Number or count of values (i.e. number of water samples collected). • Parts per million = Milligrams per liter (ppm = mg/L) — One part per million corresponds to one minute in two years or a single penny in 510,000. • Parts per billion = Micrograms per liter (ppb = ug/L) — One part per billion corresponds to one minute in 2,000 years, or a single penny in 510,000,000. • Not Applicable (N/A) — Does not apply or not available. Detected Contaminants LAZY DIAMOND A SUED routinely monitors for contaminants in your drinking water according to Federal and State Taws. The following table(s) show all detections found in the period of January 1 to December 31, 2014 unless otherwise noted. The State of Colorado requires us to monitor for certain contaminants less than once per year because the concentrations of these contaminants are not expected to vary significantly from year to year, or the system is not considered vulnerable to this type of contamination. Therefore, some of our data, though representative, may be more than one year old. Violations and Formal Enforcement Actions, if any, are reported in the next section of this report. Note: Only detected contaminants sampled within the last 5 years appear in this report. if no tables appear in this section then no contaminants were detected in the last round of monitoring. Lead and Copper Sampled in the Distribution System Contaminant Name Time Period 90th Percentile Sample Size Unit of Measure 90th Percentile AL Sample Sites Above AL 90th Percentile AL Exceedanee Typical Sources Copper 07/16/2014 to 07/21/2014 0.09 5 ppm 1.3 No Corrosion of household plumbing systems; Erosion of natural deposits Lead 07/16/2014 to 07/21/2014 2.7 5 ppb 15 No Corrosion of household plumbing systems; Erosion of natural deposits Disinfection Byproducts Sampled in the Distribution System Name — Year Average Range Low — High Sample Size Unit of Measure MCL MCLG Highest Compliance Value MCL Violation Typical Sources Total Haloaceti c Acids (HAAS) 2014 2.1 2.1 to 2.1 1 ppb 60 N/A No Byproduct of drinking water disinfection Total Trihalomc thanes (I THM) 2014 7.1 7.1 to 7.1 1 ppb 80 NIA No Byproduct of drinking water disinfection Radionuclides Sampled at the Entry Point to the Distribution System Contaminant Name Year Average Range Low—High ' Sample Size Unit of Measure MCL MCLG MCI. Violation Typical Sources Gross Alpha 2012 5.9 5.9 to 5.9 1 pCi/L 15 0 No Erosion of natural deposits Combined Uranium 2012 2.3 2.3 to 2.3 1 ppb 30 0 No Erosion of natural deposits Gross Beta Particle Activity 2012 0.9 0.9 to 0.9 1 pCi/L'' 50 0 No Decay of natural and man-made deposits *The MCL for Gross Beta Particle Activity is 4 mrem/year. Since there is no simple conversion between mrem/year and pCi/L EPA considers 50 pCi/L to be the level of concern for Gross Beta Panicle Activity. Inorganic Contaminants Sampled at the Entry Point to the Distribution System Contaminant Name Year Average Range Low — High Sample Size Unit of Measure MCL MCLG MCL Violation Typical Sources Barium 2014 0.13 013 3 to 0.13 1 ppm 2 2 No Discharge of drilling wastes; discharge from metal refineries; erosion of natural Lead and Copper Sampled la the Distribution System Contaminant Name Time Period 90* Percentile Sample Size Unit of Measure 90'* Percentile AL Sample Sites Above AL 90th Percentile AL Exceedance Typical Sources deposits Cadmium 2014 0.37 0.37 to 0.37 1 ppb 5 5 No Corrosion of galvanized pipes; erosion of natural deposits; discharge from metal refineries; runoff from waste batteries and paints Fluoride 2014 0.21 0.21 to 0.21 1 ppm 4 4 No Erosion of natural deposits; water additive which promotes strong teeth; discharge from fertilizer and aluminum factories Nitrate 2014 0.28 0.28 to 0.28 1 ppm 10 10 No Runoff from fertilizer use; leaching from septic tanks, sewage; erosion of natural deposits Selenium 2014 1.7 1.7 to 1.7 1 ppb 50 50 No Discharge from petroleum and metal refineries; erosion of natural deposits; discharge from mines Volatile Organic Contaminants Sampled at the Entry Point to the Distribution System Contaminant Name Year Average Range Low—High Sample Size Unit of Measure MCL MCLG MCL Violation Typical Sources Xylenes 2014 2.5 2.5 to 2.5 1 ppb 10,000 10.000 No Discharge from petroleum factories; discharge from chemical factories **Secondary standards are discoloration) Unregulated or Secondary pon-cnforveable guidelines for contaminants Contaminants** that may cause cosmetic effects (such as skin, or tooth taste, odor, or color) in drinking water. or aesthetic effects (such as Contaminant Name Year Average Range Low — High Sample Size Unit of Measure Secondary Standard Total Dissolved Solids 2012 250 250 to 250 1 ppm 500 Violations, Significant Deficiencies, and Formal Enforcement Actions No Violations or Formal Enforcement Actions D39419X: Chain of Custody Colorado Department of Public Health and Environment Compliance Assurance & Data Management Section REPORTING FORM FORMAOLO14UCUDE ANALYSIS PWSLD Coo 123360 SYSTEMS NAME: Lare_Diamond A 4d1Y2sian SYSTEM MAILING_ ADDRESS:_cfo$ancanell, k Ants,. PO Box 1908 Glrnwood Spinas CO . 81602 - -- SiraYxfVrPM ar SLATE a' CONTACT PERSON: %OM E. "Sonny" CaMerbhry PHONE: 1 970 1 945 5700 LABORATORY SAMPLE p' J187112.1 Is this a Composite samp1e7 YES Q NO ® (Ooly strnala =cosies a YTHE LABORATORY shay be clad fir mioptince.) DATE COLLECTED: JO L 01 J 2012 TIME COLLECTED: 1445 em/pm DATE COLLECTED: 1 1 TIME COLLECTED:_ am/pm STATE SAMPLING POINT CODE! EF 002 SOURCE(S) REPRESENTED: Swaine • Entry Point in the Distribution System (Finished Water) Sample ei • Source Willer Sample ❑ (Raw Wary woks cruse ba Lied for eeecnaoxl LABORATORY NAME: Haan Research, Inc. LAB PHONE H 1 303 1 279 4501 DATE RECEIVED IN LABORATORY' 10 / 05 / 7012 CLIENT NAME or 1Dd Accutest Mountain Suites SAMPLE COLLECTED BY: Sonny Ceaterbury COMMENTS: 0. Med roman Itrrstate ase ont PARAMETER RESULT UNITS MCL STANDARD METRO LAB MOL REGULATORY MDL DATEMETHOD ANALYZED i100R) A. . RC44 is p i P' ,=,,.» ? 4 ., ' ° c R'"IOW_ Grew Alpha 1 j 7.413.2 pCiiL 947110E 1,4 pCIL 3 pCl#t I0112 / 7017 Uranium 4aret 7-3 Pa, 30 HAL ASTM 172901-97 0.7 pB/L l AWL 10(10/ 2012 Radium 216 ram PCS- 9CVL 1 pCIL Radium 278wan pCiiL pC1/1- IpCVL OW :Ran- .: y pC4?l L ., 4" ,, ,,* Groes Bets 141o0i 0911.2 pC(JL 4 cuaa/yr 5M 711013 2.1 pCi1L. 4 pC&L 10/12/2012 Total Dissolved Solids {roes 230 ,. mg/L SMCL' -300 mart. EPA 160.3 10 mg/L WA 10 / NI 2912 • $�ssi ----rnroresatic Standard Rabat Rosted LaboratoryManacer Tltla Laboratory Results Rcviewed & Approved by MAIL RESULT& TO: CDPIiE, WQCD-CADM 011. FAX: 303.71120390 ATN: CADM 4300 Chary Creek Drivc South Deaver, CO 80246-1330 Rad Moon form Venial 7 020304 10/18/2012 o we 1.6.4.11= Inorganic Chemicals Certified Laboratory Report Form WQCD - Drinking Water CAS 4300 Cherry Creek Drive South; Denver, CO 80246-1530 Fax: (303) 758-1398; cdphe.drinkingwalengstate.co.us Revision: 6/14/13 IOC Section I (Completed by the Public Water Systems only) Section II (Completed by Certified Laboratories only) Public Water System Information Certified Laboratory Information PWSID#: CO 0123360 Laboratory ID: C000049 i System Name: Lazy Diamond A Subdivison c/o Zancan Laboratory Name: Accutest Mountain Slates Contact Person: Sonny Canterbury Phone: 9709455700 Contact Person: J Phone: (303)4254021 Comments: Do Samples need to be composited BY 111E LAB? ❑ Comments: -- t Scott Heideman Lab Director 11/5/2014 Laboratory Authorized Signature Printed Name Title Date !Sample Date: 10/14/2014 Lab Receipt 1 Date Section III (Completed Lab Analysis Date by Public Water Systems 1Collector:WEC Section Lab Sample ID Only) Section IV (Completed by Certified Laboratories Only) Facility 1D:002 IV Inorganic Chemicals (Completed by Analyte Name (Code) Certified Laboratory) CAS No. Sample Pt ID: 002 Analytical Method MCL E (mg/L) Lab MDL (mg/L) Result (mg/L) 10/15/2014 10/29/2014 1)63468-1 Antimony (1074) 7440-36-0 200.8 0.006 0.000028 BDL 10/15/2014 10/29/2014 1)63468-1 Arsenic (1005) 7440-38-2 200.8 0.01 0.00036 BDL 10/15/2014 10/29/2014 D63468-1 Barium (1010) 7440-39-3 200.8 2.0 0.000078 0.13 10/15/2014 10/15/2014 10/29/2014 10/29/2014 1)63468-1 D63468-1 Beryllium (1075) Cadmium (1015) 7440-41-7 7440-43-9 200.8 200.8 0.004 0.005 0.00022 0.00007 BDL 0.00037 10/15/2014 10/15/2014 10/29/2014 1)63468-1 Chromium (1020) 7440-47-3 200.8 0.1 0.00026 BDL D63468-1 Cyanide (1024) 57-12-5 SM4500-CN E 0.2 NT 10/15/2014 10/15/2014 D63468-1 Fluoride (1025) 16984-48-8 SM4500-F C 4.0 0.05 0.21 10/15/2014 10/21/2014 1)63468-1 Mercury (1035) 7439-97-6 245.1 0.002 0.000009 BDL 10/15/2014 10/29/2014 1)63468-1 Nickel (1036) 7440-02-0 200.8 ** 0.0004 BDL 10/15/2014 10/29/2014 D63468-1 Selenium (1045) 7782-49-2 200.8 0.05 0.00028 0.0017 10/15/2014 10/29/2014 D63468-1 Sodium (1052) 7440-23-5 200.8 ** 0.037 18 10/15/2014 10/29/2014 D63468-1 Thallium (1085) 7440-28-0 200.8 0.002 0.00003 BDL • . :,,,, •ii'x' Nitrate and Nitrite as Nitrogen Certified Laboratory Report Form Revised 6/13/2014 WQCD - Drinking Water CAS 4300 Cherry Creek Drive South, Denver, CO 80246-1530 NOX Fax: (303) 758-1398; cdphe.drinkingwater®stnte.co.us Casale 264114112174 ... II 1. . N. int 1. IIH 1-.. .2t^1 .III . E:ryiL 1 . {.1 tili 11 Milliriq 1 Mil 1Ilii 1 111 / it I eriiiinlinVirilirallilliiM Public WalerS stem Information Certified Laborato information PWSID#: CO0123360 Laboratory ID: CO 0015 System Name: Lazy Diamond A Sub Laboratory Name: Colorado Analytical Laboratory Contact Person: Cathy Queen Phone #: 970-945-5700 Contact Person: Customer Service Phone: 303-659-2313 Comments: Comments: Section in S 5 led or Co I .; eted b Public Water S ori Section IV S y. Bed or Coln . • .-I 1 Certified :. * } Sample Date Fro11H) ID Oa Sehadfile Sample Pt ID On schedule Confirmation? IA Receipt Date Lab Analysts Laboratory Date Sample IDN Malytical Method MCL . Lab MRL (tri 4? (m , ) [ Result . (• ° ) 10/7115002 _002 ..... 104115 1018115 151008067-01 lime Nitrogen EPA 300,0 111 0 1 ik.3 NT Not Tested Lab MRI. laboratory Minimum Reporting Level BDL. Below Laboratory MRL A less than (c) may also used mg/L Milligrams per Liter MCL Maximum Contominanl level Page 1 of 2 1V12115 151008087-01 N Nitrate and Nitrite as Nitrogen Certified Laboratory Report Form WQCD - Drinking Water CAS 4300 Cherry Creek Drive South; Denver. CO 80246-1530 Fax: (303) 758-1398; cdphe.drinkingwatcr rQstate.co.us Revision: 6/4/13 NOX Section I (Completed by Public Water Systems only) Section II (Completed by Certified Laboratories only) Public Water System Information Certified Laboratory Information PWSID#: CO 0123360 Laboratory ID: C000049 System Name: Lazy Diamond A Subdivison c/o Zancanella & Assts Laboratory Name: Accutest Mountain States Contact Person: Sonny Canterbury [Phone: 9709455700 Contact Person: Client Services I Phone: (303)425-6021 Comments: Comments: '--- ----------- Scott Heideman Lab Director 11/5/2014 System Authorized Signature Printed Name Title Date Laboratory Authorized Signature Printed Name Title Date Section 01 (Completed by Public Water Systems Only) Section IV (Completed by Certified Laboratories Only) Sample Date Collector Sample Pt ID OnSchedule Facility ID OnSchedule Confirmation Date Lab Received Date Lab Analyzed Laboratory Sample ID Analyte Analytical Method MCL (mg/L) Lab MDL (mg/L) Result (mg/L) 10/14/2014 WEC 002 002 1 10/15/2014 10/1512014 J 1363468-1 N1TRATE-N E300 10,0 0.02 0.28 10/14/2014 WEC 002 002 r _ 10/15/2014 10/15/2014 1)63468-1 NITRITGN E300 1.0 0.004 I3DL MESA COUNTY HEALTH DEPARTMENT wb*rag Together fora H..fuby Camamafry Customer Zancanella & Associates 1011 Grand Ave Glenwood Springs, CO 81601 Mesa County Health Department Regional Laboratory 510 29.5 Rd, Grand Junction, CO 81504 US Mail: PO Box 20,000, Grand Junction, CO 81502-5033 (970) 248-6999 fax (970) 683-6608 http://health.mesacounty.us/lab Sample invoice # 474-16 Date p..rrfe Collected By PWS ID C00-123360-000 Collected 2J1712016 2:00 PM SC System Lazy Diamond A Subdivision Received 2118/2016 2:01 PM 116 Ranch Lane Matrix Drinhing Water Glenwood Springs CO Purpose Routine Chlorine 057 Location Comments Test Nam Result Total colifortn!E colt PA ABSENT Coliform/ABSENT E. coil or less than one (1), Indicates a mlcrobialogkally safe sample 2/22/2016 9:58:04 AM Lead and Copper Sampled in the Distribution System Contaminant Name Time Period 90th Percentile Sample Size Unit of Measure 9Ot° Percentile AL Sample Sites Above AL 90th Percentile AL Exceedance Typical Sources Copper 07/16/2014 to 07/21/2014 0.09 5 ppm 1.3 No Corrosion of household plumbing systems; Erosion of natural deposits Lead 07/162014 to 07/212014 2.7 5 ppb 15 No Corrosion of household plumbing systems; Erosion of natural deposits Disinfection Byproducts Sampled in the Distribution System Name Year Average Range Low — High Sample Size Unit of Measure MCL MCLG Highest Compliance Value MCL Violation Typical Sources Total Haloaceti c Acids (HAAS) 2014 2.1 2.1 to 2.1 1 ppb 60 N/A No Byproduct of drinking water disinfection Total Trihalome thanes (TTHM) 2014 7.1 7.1 to 7.1 1 ppb 80 N/A No Byproduct of drinking water disinfection Radionuclides Sampled at the Entry Point to the Distribution System Contaminant Name Year Average Range Low-- High Sample Size Unit of Measure MCL MCLG MCL Violation Typical Sources Gross Alpha 2015 2 2 to 2 1 pCi/L 15 0 No Erosion of natural deposits Combined Radium 2015 0.2 0.2 to 0.2 1 pCi/L 5 0 No Erosion of natural deposits Combined Uranium 2015 2.1 2.1 to 2.1 1 ppb 30 0 No Erosion of natural deposits Gross Beta Particle Activity 2012 0.9 0.9 to 0.9 1 pCi/L' 50 0 No Decay of natural and man-made deposits *The MCL for Gross Beta Particle Activity is 4 mrem/year. Since there is no simple conversion between mrem/year and pCi/L EPA considers 50 pCi/L to be the level of concern for Gross Beta Particle Activity. Inorganic Contaminants Sampled at the Entry Point to the Distribution System Contaminant Name Year Average Range Low — High Sample Size Unit of Measure MCL MCLG MCL Violation Typical Sources Barium 2014 0.13 0.13 to 0.13 1 ppm 2 2 No Discharge of drilling wastes; LAZY DIAMOND A SUBD. PWS ID: CD0123360 2O16CCR Page 3af5 Lead and Copper Sampled in the Distribution System Contaminant Name Time Period 901h Percentile Sample Size Unit of Measure 9016 Percentile AL Sample Sites Above AL 90th Percentile AL Exceedance Typical Sources discharge from metal refineries; erosion of natural deposits Cadmium 2014 0.37 0.37 to 0.37 1 ppb 5 5 No Corrosion of galvanized pipes; erosion of natural deposits; discharge from metal refineries; runoff from waste batteries and paints Fluoride 2014 0.21 0.21 to 0.21 I ppm 4 4 No Erosion of natural deposits; water additive which promotes strong teeth; discharge from fertilizer and aluminum factories Nitrate 2015 0.3 0.3 to 0.3 1 ppm 10 10 No Runoff from fertilizer use; leaching from septic tanks, sewage; erosion of natural deposits Selenium 2014 1.7 1.7 to 1.7 1 ppb 50 50 No Discharge from petroleum and metal refineries; erosion of natural deposits; discharge from mines Volatile Organic Contaminants Sampled at the Entry Point to the Distribution System Contaminant Name Year Average Range Low—High Sample Size Unit of Measure MCL MCLG MCL Violation Typical Sources Xylenes 2015 2.6 2.6 to 2.6 1 ppb 10,000 10,000 No Discharge from petroleum factories; discharge from chemical factories LAZY DIAMOND A SUBD, PWS ID: C00123360 2016 CCR Page 4 of 5 '*Secondary standards are discoloration) Secondary Contaminants** non -enforceable guidelines for contaminants that may cause cosmetic effects (such as skin, or tooth taste, odor, or color) in drinking water. or aesthetic effects (such as Contaminant Name Year Average Range Low -- High Sample Size Unit of Measure Secondary Standard Total Dissolved Solids 2012 250 250 to 250 1 ppm 500 Violations. Significant Deficiencies, and Formal Enforcement Actions No Violations or Formal Enforcement Actions LAZY DIAMOND A SUBD, PWS ID: C00123360 2016 CCR Page 5 of 5 Our Water Sources Source Source Tyne Water Type Potential Sources) of Contamination SPRING Well Groundwater EPA chemical inventory/storage sites/ aboveground, underground and leaking storage tank sites, pasture, hay, forest Terms and Abbreviations • Maximum Contaminant Level (MCL) -- The highest level of a contaminant allowed in drinking water. * Treatment Technique (TT) -- A required process intended to reduce the level of a contarninant in drinking water. • Actinn IAvel /MA - The cnncentration nfa contaminant which. if exceeded. trieuers treatment and nther reeulatory Stephen & Sherry Kennedy, 233 HOME PL ADU WASTE WATER MANAGEMENT PLAN There is an exiting OWTS on the property serving the existing 4 bedroom house. The proposed ADU will have 3 bedrooms, for which we will install a separate OWTS to serve the ADU. We have the existing systems perc test results and expect the new system will have similar results. See attached Test Pit locations and results Kennedy Residence Lot 3 Lazy Diamond "A" Subdivision Garfield County, Colorado LOT 1 r P-6 • 15 I:1 PROPOSED • • BUILDING P-44 FOOTPRINT TP -2'0 • P-3 r Vicinity Map Not to Scale To Glenwood Springs cc Cb Ranch Ln. a Dry Park Road LOT 4 r 1 iTeopbseci 1-0(-4-1-1.0),1 �sc�s CSG �tz�G) 1 • TP -1 t • LOT2‘-'4? BM�100 LOCATIONS OF TEST PITS r-- 1 Scale: 1' = 100' Job No. GS -1087 Fig 1. May 23, 2016 Stephen Kennedy 6967 Trolley Way Playa Del Rey, CA 90293 Civil sneering Surveying & Beyand �ttir�'�tie , Unum Re: Impact Analysis & Standards Responses ADU at 233 Home Place, Glenwood Springs (Garfield County), Colorado Dear Mr. Kennedy: The purpose of this letter is to address the requirements of Garfield County Land Use Code Section 4- 203.G Impact Analysis and applicable portions of the Article 7 Standards, Division 1-3 & Section 7- 701 (as supplied by Kathy Eastley of Garfield County Community Development) for your proposed Accessory Dwelling Unit (ADU) at 233 Home Place in Garfield County, Colorado. The following states the information to be addressed followed by a response in italics: G. Impact Analysis Where the proposed development will impact specific features of the site, the Applicant shall describe both the existing conditions and the potential changes created by the project. The Impact Analysis shall include a complete description of how the Applicant will ensure that impacts will be mitigated and standards will be satisfied. The following information shall be included in the Impact Analysis: 1. Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1,500 - foot radius. The ADU blends with land uses within 1,500 -feet which are primarily Residential (zoned Rural and PUD) with portions of Public Lands on the outskirts of the radius. Exhibit 1 — Land Use within 1500' (per Garfield County GIS website) Page 1 of 14 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 2. Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. The property is located well above the flood plain of Four Mile Creek, is not near any lakes, and is not subject to high groundwater. The topography slopes gently from southwest to northeast and is landscaped with lawn, landscape trees and pasture grasses. The site does not contain any substantial groves of native trees or shrubs. A local flood irrigation recollection ditch is located just inside the property along the north boundary and a larger stormwater deflection berm appears to have been constructed with the adjacent Sunlight View 11, PUD just north of the subject property. 'WON Mg EIR graftage Property Exhibit 2 —Site Features (Google Earth) Exhibit 3 — Site Features (Google Earth) Page 2 of 14 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 3. Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of the land. According to the Natural Resources Conservations Service (NRCS) Websoi! Survey, the site soils are Goslin tine sandy loam with a hydrologic rating "Type -A". Type -A soils typically have a high infiltration rate when thoroughly wet and consist of deep, well drained to excessively drained sands or gravelly sands with a high rate of water transmission. I Plyboivit Sae Gnac—AwanGajdada Anda, carmen Pana a Easlie Galla. and aeln carats (212 µane Place). ENO moo MVO Exnibit 4 —Son cnaractenstics lofts Weoson survey) 4. Geology and Hazard. A description of the geologic characteristics of the area including any potential natural or manmade hazards, and a determination of what effect such factors would have on the proposed use of the land. As indicated on the previous exhibits, the property is also not subject to any geological hazards such as rockfall or debris flow. The region also contains numerous retention ponds and onsite wastewater treatment systems which do not appear to have impacted the subsurface geology as might be evidenced by sinkholes. 5. Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject parcel to Floodplains, the nature of soils and subsoils and their ability to adequately support waste disposal, the Slope of the land, the effect of sewage effluents, and the pollution of surface Runoff, stream flow, and groundwater. As previously described, the soils are Type -A with a high infiltration rate which is conducive to the use of onsite wastewater treatment systems (OWTS). The existing single-family residence has utilized the existing individual sewage disposal system (ISDS) without issue since the home was constructed in 1994- The site is also well above and distanced from Four Mile Creek and the proposed location for the ADU's OWTS will not be situated within any minimum setbacks of ponds, dry gulches or wells. Further, recently adopted (2013) OWTS regulations now pmmote sewage treatment (rather than the previously applied basic disposal) for improved protection of the aquifer. Page 3 of 14 923 Cooper Avenue, Ste. 201 J Glenwood Springs, CO 81601 I 970.945.5252 www.bu-inc.com 6. Environmental Impacts. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions, including: a. Determination of the long-term and short-term effect on flora and fauna; Disturbed areas will be landscaped with regionally appropriate trees and shrubs, lawn grasses and pasture grasses similar to those which currently inhabit the property. b. Determination of the effect on designated environmental resources, including critical wildlife habitat; As mentioned, the site does not contain any substantial groves of native trees or shrubs which might be considered critical wildlife habitat. c. Impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions; and. No tall fencing will be constructed on the site which might inhibit the ability of wildlife to migrate through or around the property, nor are any ponds proposed which might attract wildlife or neighboring pets on to the property. d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. No radiation hazards are known to have been exposed during the construction of the existing residence or adjacent developments. e. Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. The proposed location of the ADU has been set within 100 -feet of Home Place to minimize the length of the driveway and potential for vegetative disturbance. Water will be applied to disturbed areas as necessary during construction to reduce fugitive dust and revegetation will occur during or immediately atter construction so that the site has been revegetated within one (1) growing season. f. Hours of Operation. The Applicant shall submit information on the hours of operation of the proposed use. The proposed ADU will be occupied year round_ ARTICLE 7: STANDARDS DIVISION 1. GENERAL APPROVAL STANDARDS. The following standards apply to all proposed Land Use Changes, including divisions of land, unless elsewhere in this Code a use is explicitly exempt from one or more standards. The proposed ADU does not require a division of land or exemptions. 7-101. ZONE DISTRICT USE REGULATIONS. The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use restrictions and regulations. The proposed ADU complies with Rural Zone District regulations. 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS. The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement. The Proposed ADU in is general conformance. 7-103. COMPATIBILITY. The nature, scale, and intensity of the proposed use are compatible with adjacent land uses. The proposed ADU is compatible with the adjacent residential land uses. 7-104. SOURCE OF WATER. All applications for Land Use Change Permits shall have an adequate, reliable, physical, Tong -term, and legal water supply to serve the use, except for land uses that do not require water, or that contain Temporary Facilities served by a licensed water hauler. The proposed ADU will utilize the existing Lazy Diamond A Subdivision central potable water system. The water source for this system is the Page 4 of 14 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com Bershenyi Spring where water is captured, gravity fed to a pump house, then treated and pumped up to a 70,000 gallon storage tank. Water is then distributed through a pipeline system to all 13 lots in the subdivision and is for domestic use only. All irrigation water is obtained from the Atkinson Ditch and distributed. The domestic system is controlled by District Court, Water Division 5, Colorado Case Number 90CW214 (enclosed) which adjudicates 0.15 cfs (approximately 67.5 gpm) for domestic use which could presumably equate to 108.6 Ac -ft per year. Based on recent water quality reports prepared by Zancanella & Associates, the subdivision only utilized 3.28 Ac -ft in 2014 and 3.13 Ac -ft in 2015. Therefore, the system contains adequate, reliable, physical, long-term and legal water supply to serve the proposed ADU. A. BOCC Determination. The BOCC, pursuant to C.R.S. § 29-20-301, et seq., shall not approve an application for a Land Use Change Permit, including divisions of land, unless it determines in its sole discretion, after considering the application and all of the information provided, that the Applicant has satisfactorily demonstrated that the proposed water supply will be adequate. Nothing in this section shall be construed to require that the Applicant own or have acquired the proposed water supply or constructed the related infrastructure at the time of the application. As discussed, the existing water supply is adequate to serve the proposed ADU. Support letters and documentation regarding the central potable water system have been enclosed. B. Determination of Adequate Water. The BOCC's sole determination as to whether an Applicant has an Adequate Water Supply to meet the water supply requirements of a proposed development shall be based on consideration of the following information: Support letters and documentation regarding the central potable water system have been enclosed. 1. The documentation required by the Water Supply Plan per section 4-203.M.; Please reference previous comments. 2. A letter from the State engineer commenting on the documentation provided in the Water Supply Pian per section 4-203.M.; Please reference previous comments. 3. Whether the Applicant has paid to a Water Supply Entity a fee or charge for the purpose of acquiring water for or expanding or constructing the infrastructure to serve the proposed development; and. Please reference previous comments. 4. Any other information deemed relevant by the BOCC to determine, in its sole discretion, whether the water supply for the proposed development is adequate, including without limitation, any information required to be submitted by the Applicant pursuant to this Code or State statutes. Please reference previous comments. 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS. A. Water Distribution Systems. The land use shall be served by a water distribution system that is adequate to serve the proposed use and density. Please reference previous comments. 1. Where water service through a Water Supply Entity is not physically or economically feasible, a central well and distribution system is preferred over individual wells. Please reference previous comments. 2. A Central Water Distribution System is required if: Page 5of14 923 Cooper Avenue, Ste. 201 Glenwood Springs, CO 81601 1 970.945.5252 J www.bu inc.com a. The property is located within 400 feet of a Central Water System, the system is available and adequate to serve the proposed development. and connection is practicable and feasible; or Please reference previous comments. b. The residential development consists of 15 or more dwelling units. Please reference previous comments. B. Wastewater Systems. The land use shall be served by a wastewater system that is adequate to serve the proposed use and density. 1. Every effort shall be made to secure a public sewer extension. Where connections to an existing public sewer are not physically or economically feasible, a central collection system and treatment plant is preferred. All lots within the Lazy Diamond A Subdivision utilize Individual Sewage Disposal Systems (ISDS) or Onsite Wastewater Treatment Systems (OWTS). Connections to an existing public sewer are not economically feasible and would require an extensive array of easements on private property. Therefore the proposed ADU will utilize a new OWTS. 2. A central wastewater system is required if: a. The property is located within 400 feet of a Sewage Treatment Facility, the system is available and adequate to serve the proposed development, and connection is practicable and feasible. Please reference previous comments. b. The property is not suitable for an OWTS. Septic systems are not permitted on parcels less than 1 acre in size. This property is 4.36 acres. 7-106. PUBLIC UTILITIES. A. Adequate Public Utilities. Adequate Public Utilities shall be available to serve the land use. The property is currently service by central potable water, electric, telephone and natural gas. 7107. ACCESS AND ROADWAYS. All roads shall be designed to provide for adequate and safe access and shall be reviewed by the County Engineer. No new roads are proposed A. Access to Public Right -of -Way. All Tots and parcels shall have legal and physical access to a public right-of-way. The property has legal access through Home Place to CR 117 (Four Mile Road) B. Safe Access. Access to and from the use shall be safe and in conformance with applicable County, State, and Federal access regulations. Where the Land Use Change causes warrant(s) for improvements to State or Federal highways or County Roads, the developer shall be responsible for paying for those improvements. Any public improvements required for construction of the driveway or access to utilities will be paid for by the Applicant. C. Adequate Capacity. Access serving the proposed use shall have the capacity to efficiently and safely service the additional traffic generated by the use. The use shall riot cause traffic congestion or unsafe traffic conditions, impacts to the County, State, and Federal roadway system shall be mitigated Page 6of14 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 970.945.5252 www.bu-inc.com through roadway improvements ar impact fees, or both. Please see the enclosed Traffic Analysis prepared by Boundaries Unlimited Inc. D. Road Dedications. All rights-of-way shall be dedicated to the public and so designated on the Final Plat. They will not, however, be accepted as County roads unless the BOCC specifically designates and accepts them as such. The ADU does not require any road dedications. E. Impacts Mitigated. Impacts to County roads associated with hauling, truck traffic, and equipment use shall be mitigated through roadway improvements or impact fees, or both. The ADU will not require routine hauling, truck traffic or equipment use. Only minor, short term truck traffic will occur during construction. F. Design Standards. Roadways, surfaces, curbs and gutters, and sidewalks shall be provided as follows: Horne Place would be categorized as a Semi -Primitive roadway by traffic volume, but has been constructed nearly to the standards of a Rural Access roadway. 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS. Land subject to identified Natural and Geologic Hazards, such as falling rock, landslides, snow slides, mud flows, radiation, flooding, ar high water tables, shall not be developed unless it has been designed to eliminate or mitigate the potential effects of hazardous site conditions as designed by a qualfecl professional engineer and as approved by the County. Please reference previous comments. Page 7 of 14 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 1:11710 7-1 i17: Iio:iiltt;1) tilalt{l;Et'(is nStgndtards 1 I.tI(Ir t Idlectur 2501+ %Iinu r" ( ullccrur 401 - 2500 4Cellti11a1'1 1ccek.+ 201 400 Etura! Icce�+ 101-200 Stili[ I'ri uinc 21 —100 I'rirnirl%c� Du% t:ts 0 —20 Politic Land No Access to DU Design Capacity (ADT) Minimum ROW Width (Feet) 80 60 50 50 _ 40 15 to 301 30 Lane Width (Feet) 12 12 1 1 I I 8 Single Lane 12 Single Lane 12 Shoulder Width (Feet) 8 6 Min. Paved 6 4 Min. Paved 6 4 Min. Paved 4 2 Min. Paved 2 0 0 Ditch Width (Feet) 10 10 6 6 4 32 0 Cross Slope 2% 2% 2% 2% Chip/Seal 3% Gravel 2% Chip/Seal 3% Gravel 2% nla Shoulder Slope 3% 3% 5% 5% 5% nla nla Design Speed 35 mph 35 mph nla Na nits nla nta Minimum Radius (Feet) 425 185 80 80 50 40 ala Maximum % Grade 8% 8% I0% 12% 12% 12% 12% Surface Asphalt or Chi /Seal Chip/seal Chip/Seal or Gravel Gravel Gravel Native Material nia As determined adequate in an engineering review. Primitive road shall easement or ROW. = If determined necessary for adequate drainage. be dedicated ROW, driveway can be dedicated as either an 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS. Land subject to identified Natural and Geologic Hazards, such as falling rock, landslides, snow slides, mud flows, radiation, flooding, ar high water tables, shall not be developed unless it has been designed to eliminate or mitigate the potential effects of hazardous site conditions as designed by a qualfecl professional engineer and as approved by the County. Please reference previous comments. Page 7 of 14 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 7-109. FIRE PROTECTION. A. Adequate Fire Protection. Adequate fire protection will be provided for each land use change as required by the appropriate fire protection district. An existing fire hydrant is located within the Home Place cul-de-sac directly across the roadway from the existing driveway. DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS. The following resource protection standards apply to all proposed Land Use Changes, including divisions of land unless elsewhere in this Code a use is explicitly exempt from 1 or more standards. Understood. 7-201. AGRICULTURAL LANDS. A. No Adverse Affect to Agricultural Operations. Land Use Changes on lands adjacent to or directly affecting agricultural operations shall not adversely affect or otherwise limit the viability of existing agricultural operations. Proposed division and development of the land shall minimize the impacts of development on Agricultural Lands and agricultural operations, and maintain the opportunity for agricultural production. The proposed ADU will not adversely impact any regional agricultural operations. B. Domestic Animal Controls. Dogs and other domestic animals that are not being used to assist with the herding or the care of livestock shall not be permitted to interfere with livestock or the care of livestock on Agricultural Lands. The County shall require protective covenants or deed restrictions as necessary to control domestic animals. The ADU will be required to comply with existing HOA covenants and restrictions. C. Fences. The County is a Right to Farm County consistent with section 1-301. Fences shall be constructed to separate the development from adjoining Agricultural Lands or stock drives as required to protect Agricultural Lands by any new development and to separate new development from adjoining agricultural operations. All parts of the fencing including such items as gates, cattle guards, boards, posts, and wiring shall be maintained by the owner, HOA, or other responsible entity. The property is already fenced and adjacent land uses have not required the use of gates, cattle guards or similar devices across existing roadways or driveways. D. Roads. Roads shall be located a sufficient distance back from the property boundaries so that normal maintenance of roads, including snow removal, will not damage boundary fences. Dust control shall be required, both during and after construction, to minimize adverse impacts to livestock and crops. The proposed driveway has been set back away from the property line as necessary. E. Ditches. 1. Colorado State Statutes, C.R.S. 37-86-102, provides that -any person owning a water right or conditional water right shall be entitled to a right-of-way through the lands which lie between the point of diversion and point of use or proposed use for the purpose of transporting water for beneficial use in accordance with said water right or conditional water right." A standard County note (staff note: see section V.F. of this report for proposed note language) shall be placed on Page 8 of 14 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 1 970.945.5252 I www.bu inc.com all final plats and site plans for land use change permits. The proposed ADU does not adversely impact any ditches and an 1810 culvert will be utilized at the driveway crossing. 2. The Colorado Constitution Article XVI, Section 7 provides that all persons and corporations shall have the right-of-way across public, private and corporate lands for the construction of ditches for the purposes of conveying water for domestic, agricultural, mining, manufacturing and drainage purposes upon just compensation. Understood. 3. Rights -of -Way. The land use change shall not interfere with the ditch rights-of- way. The proposed ADU does not interfere with any existing ditches. 4. Maintenance. Where irrigation ditches cross or adjoin the land proposed to be developed, the developer shall insure that the use of those ditches, including maintenance, can continue uninterrupted. The proposed ADU does not interfere with the use of any ditches. 5. Maintenance Easement. A maintenance easement shall be indicated on any Final Plat for the division of land or for the final development plan for any other land use. The Applicant shall provide a letter from the ditch owner accepting that the development proposal will have no impact on their ability to maintain the ditch and that an adequate maintenance easement is possible. No structure or fence shall be placed within the right-of-way or easement without written permission from the appropriate ditch owner. There are no operating irrigation ditches on the property. There is rudimentary flood irrigation recollection ditch along the north property line, but is shall, ill-defined and appears to end/daylight at grade at the northeast comer of the property. The culvert under the driveway will be contained within the existing right-of-way and not require any additional easements. 6. Ditch Crossings. Ditch crossings shall respect the rights of ditch owner(s) to operate and maintain their ditch without increased burden of maintenance or liability. Development shall minimize ditch crossings. At a minimum all irrigation ditch crossings shall: a. Require the crossing be sized to not interfere with ditch operations or change existing hydraulic flow characteristics; The proposed 18"0 culvert is equal to or larger than the adjacent sediment laden culverts. b. Provide vehicle and maintenance equipment access to the ditch from both sides of the ditch crossing from all roads for use by the ditch owner(s); The proposed ADU will not inhibit access to any existing ditches. c. Prior to permit application, or construction within the ditch right-of-way the Applicant shall provide a letter from the ditch company regarding agreement with standards contained in the proposed crossing; The driveway to the proposed ADU will be constructed in a similar manner to the adjacent driveways crossing the roadside ditch. d. The BOCC may require specific improvements to ditch crossings if determined to be necessary in the review process, particularly if these improvements are required to address safety concerns; Understood. 7. Referral to Ditch Owner. Application for Division of Land or Land Use Change Permit that may affect or impact any ditch right-of-way shall include the name and mailing address of the ditch owner. (This information may be obtained by contacting the Water Commissioner at the Colorado Division of Water Page 9 of 14 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu.inc.com Resources to determine the ditch owner for purposes of requesting review and comment on the development proposal). The existing roadside ditch and flood irrigation recollection ditch an the properly will not be adversely impacted by the ADU. 8. Drainage. Application for Division of Land or Land Use Change Permit that includes any improvements located adjacent to or below grade of an irrigation ditch shall address and mitigate potential impacts to the irrigation ditch in a drainage plan. The drainage plan shall demonstrate that the drainage will not impair operation of the ditch. The enclosed Grading Plan prepared by Boundaries Unlimited Inc. shows that the ADU will be located and constructed so as not to be adversely impacted by the ditch or adversely impact the ditch. 9. Water Quality and Stormwater Management. No development or changes in land use shall channel surface waters into any irrigation ditch without the written consent of the ditch owner. The grading around the ADU will not adversely alter existing drainage patterns or flow to existing ditches. 7-202. WILDLIFE HABITAT AREAS. The Applicant shall consult with the Colorado Parks and Wildlife or a qualified wildlife biologist in determining how best to avoid or mitigate impacts to wildlife habitat areas. Methods may include, but are not limited to, 1 or more of the following: Please reference previous comments. A. Buffers. Visual and sound buffers shall be created through effective use of topography, vegetation, and similar measures to screen structures and activity areas from habitat areas. Please reference previous comments. B. Locational Controls of Land Disturbance. Land disturbance shall be located so that wildlife is not forced to use new migration corridors, and is not exposed to significantly increased predation, interaction with vehicles, intense human activity, or more severe topography or climate. Please reference previous comments. C. Preservation of Native Vegetation. 1. Proposed Land Use Changes are designed to preserve Targe areas of vegetation utilized by wildlife for food and cover, based upon recommendations by the Colorado Parks and Wildlife. Please reference previous comments. 2. When native vegetation must be removed within habitat areas, it shall be replaced with native and/or desirable nonnative vegetation capable of supporting post -disturbance land use. Please reference previous comments. 3. Vegetation removed to control noxious weeds is not required to be replaced unless the site requires revegetation to prevent other noxious weeds from becoming established. Understood. D. Habitat Compensation. Where disturbance of critical wildlife habitat cannot be avoided, the developer may be required to acquire and permanently protect existing habitat to compensate for habitat that is lost to development. Please reference previous comments. Page 10 of 14 923 Cooper Avenue, Ste. 201 J Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu inc.com E. Domestic Animal Controls. The County may require protective covenants or deed restrictions as necessary to control domestic animals by fencing or kenneling. Please reference previous comments. 7-203. PROTECTION OF WATERBODIES. A. Minimum Setback. 1. A setback of 35 feet measured horizontally from the Typical and Ordinary High Water Mark (TOHWM) on each side of a Waterbody is required. Not Applicable. 2. In the case of entrenched or incised streams, where the vertical distance from the bank exceeds 25 feet, all activities, except for those referenced in section 7- 203.A.3, will adhere to a setback of 2.5 times the distance between the TOHWMs or 35 feet, whichever is less. Not Applicable. 3. A minimum setback of 100 feet measured horizontally from the TOHWM shall be required for any storage of hazardous materials and sand and salt for use on roads. Not Applicable. 7-204 DRAINAGE AND EROSION. A. Erosion and Sedimentation. Excluding Grading activities for agricultural purposes, development disturbing 1 acre or more is subject to the CDPHE National Pollutant Discharge Elimination System Permit, unless otherwise exempted by CDPHE. The proposed ADU will not disturb more than 1 acre. B. Drainage 1. Site Design to Facilitate Positive Drainage. Lots shall be laid out to provide positive drainage away from all buildings. Please the Grading Plan prepared by Boundaries Unlimited Inc. which indicates positive drainage away from and around the proposed ADU and adjacent structures. C. Stormwater Run -Off. These standards shall apply to any new development within 100 feet of a Waterbody and to any other development with 10,000 square feet or more of impervious surface area. Not Applicable. 7-205. ENVIRONMENTAL QUALITY. A. Air Quality. Any Land Use Change shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. Not Applicable. B. Water Quality. At a minimum, ail hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. Not Applicable. 7-206. WILDFIRE HAZARDS. The following standards apply to areas subject to wildfire hazards as identified on the County Wildfire Susceptibility Index Map as indicated in the County's Community Wildfire Protection Plan. The property does not contain any significant groves of native trees or shrubs which might result in a wildfire hazard. Page 11 of 14 923 Cooper Avenue, Ste. 201 J Glenwood Springs, CO 81601 i 970.945.5252 I www.bu inc.com A. Location Restrictions. Development associated with the land use change shall not be located in any area designated as a severe wildfire Hazard Area with Slopes greater than 30% or within a fire chimney as identified by the Colorado State Forest Service. Please reference previous comments. The proposed ADU will not be located in a severe Wildfire Hazard Area. B. Development Does Not Increase Potential Hazard. The proposed Land Use Change shall be developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. The proposed ADU will not increase the potential wildfire hazard. C. Roof Materials and Design. Roof materials shall be made of noncombustible materials or other materials as recommended by the local fire agency. Understood. 7-207. NATURAL AND GEOLOGIC HAZARDS. A. Utilities. Utility services will not be impacted by any known natural or geologic hazards. B. Development in Avalanche Hazard Areas. The property is not located in an avalanche hazard area. C. Development in Landslide Hazard Areas. The property is not located in a landslide hazard area. D. Development in Rockfall Hazard Areas. The property is not located in a rockfall hazard area. E. Development in Alluvial Fan Hazard Area. The property is not located in an alluvial fan hazard area. F. Slope Development. The properly does not contain any steep slopes. G. Development on Corrosive or Expansive Soils and Rock. The property is not known to be located on corrosive or expansive soils or rock H. Development in Mudflow Areas. The property is not located in a mudflow area. !. Development Over Faults. The property is not known to be located over any faults. 7-208. RECLAMATION. A. Applicability. These standards shall apply to any development that requires a Land Use Change Permit, including divisions of land, as well as to the following activities: 1. Installation of 1SDS. Installation of a new or replacement ISDS. !SDS are no longer permitted in the State of Colorado. The proposed ADU will be service by an OWTS which will be applied for alongside the building permit. 2. Driveway Construction. Any driveway construction that requires a Garfield County Access Permit or a CDOT Access Permit. Understood. 3. Preparation Area. All areas disturbed during development that do not comprise the longer-term functional areas of the site but are those areas used for the short-term preparation of the site. Understood. Page 12 of 14 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS. Unless a use is explicitly identified elsewhere in this Code as being exempt from 1 or more standards, the following standards shall apply to all uses, divisions of land and PUDs. Single-family dwelling units are specifically exempt from these Division 3 standards. The proposed ADU will be a single- family dwelling. 7-301. COMPATIBLE DESIGN. The design of development associated with the land use change shall be compatible with the existing character of adjacent uses. Not Applicable. Please reference previous comments. A. Site Organization. B. Operational Characteristics. C. Buffering. D. Materials. 7-302. OFF-STREET PARKING AND LOADING STANDARDS. A. Off -Street Parking Required. AD land uses shall be required to provide the number of off-street parking spaces set forth in Table 7-302.A. Any use not specifically listed in Table 7-302.A. shall be determined by the Director. Not Applicable. Please reference previous comments. 7-303. LANDSCAPING STANDARDS. Single -Family Dwelling Units, Accessory Dwelling Units, Industrial Uses and all uses located fully within a parcel of land in an Industrial Zone District are exempt from this section. This is an ADU. 7-304. LIGHTING STANDARDS. Any exterior lighting shall meet the following conditions: Not Applicable. Please reference previous comments. A. Downcast Lighting. Exterior lighting shall be designed so that light is directed inward, towards the interior of the Subdivision or site. B. Shielded Lighting. Exterior lighting shall be fully shielded or arranged in a manner so that concentrated rays of Tight will not shine directly onto other properties. C. Hazardous Lighting. The direct or reflected light from any light source shall not create a traffic hazard. Colored lights shall not be used in such a way as to be confused or construed as traffic control devices. D. Flashing Lights. Blinking, flashing, or fluttering lights, or other illuminated device that has a changing Tight intensity, brightness, or color, shall be prohibited in all zone districts. E. Height Limitations. Light sources which exceed 40 feet in height shall not be permitted except for temporary holiday displays or as required by local, State or Federal regulations. Page 13 of 14 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 7-305. SNOW STORAGE STANDARDS. All residential uses except for multi -family are exempt from this section, unless the residential use includes a common outdoor parking area. Snow storage from the driveway shall be along the edges of the driveway. 7-306. TRAIL AND WALKWAY STANDARDS. The proposed ADU does not include any new trails, walkways, recreational or community facilities. DIVISION 7. ADDITIONAL STANDARDS FOR RESIDENTIAL USES. 7-701. ACCESSORY DWELLING UNIT. A. Maximum Floor Area. The Floor Area of an ADU shall not exceed 1,500 square feet for a lot less than 4 acres. The Floor Area of an ADU shall not exceed 3,000 square feet for any lot 4 acres or greater. The properly is 4.36 acres. Therefore the proposed ADU will not exceed 3,000 SF. B. Ownership Restriction. An ADU is restricted to leasehold interest in the dwelling unit and is for residential or Home Office/Business use only. Understood. C. Compliance with Building Code. Construction shall comply with the standards set forth in this Code and with Building Code requirements. Understood. D. Minimum Lot Area. The minimum Lot Size for an ADU is either: Please reference previous comments. 1. 2 acres, or 2. For Pots in zone districts with a minimum Lot Size of less than 2 acres, the minimum Lot Size is twice the minimum required Lot Size. E. Entrance to Dwelling Unit. A separate entrance to the Accessory Dwelling Unit is required. Understood. F. One per Lot. One Accessory Dwelling unit which is subordinate to a Single -Unit (primary) dwelling unit is allowed per legal lot. Understood. If you have any questions or need additional information, please feel free to contact me at 970.945.5252. Sincerely, BOUNDARIES UNLIMITED INC. ‘4eet2-- Deric J. Walter, PE Enc. Nagy signed by perk Walter ON: a>•per c Walter. o..9Wndarles Ur11'united inc. cu. rinsil•dariciplxr Inccern. c•U5 Dale2016IIS2a 1521;tp-06m Page 14 of 14 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 1 970.945.5252 I www.bu inc.com Hydrologic Soil Group—Aspen-Gypsum Area, Colorado, Parts of Eagle. Garfield, and Pitkin Counties (233 Home Place) 37° Xs n i t I 300460 300490 300520 1 1 1 300580 300610 300640 300670 300700 Map Scale: 1:1,34011 primo on A bndscape (11' x 8.51 sheet, O 15 30 Meters 60 00 Feet O 50 100 203 300 Map projedbn: Web Mercathr Corner martinets: WGS84 Edge Ws: U1M Are 13N WGSS4 t Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/23/2016 Page 1 of 4 3T 291TN 39. Ertl Hydrologic Soil Group—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pilkin Counties (23aHome Home Place) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons O A © AID B BrD � C CID aD Q Not rated or not available Soil Rating Linea r,• A — AID ry B • B/D r -r C ..,,. CrD D • r Not rated or not available Soll Rating Points A O 0 O 0 ND B B/0 0 0 0 C C/D D © Not rated or not available Water Features Streams and Canals Transportation t Rails Interstate Highways US Routes Major Roads Local Roads Background . Aerial Photography MAP INFORMATION The soil surveys that comprise your ACM were mapped al 1:24,000. blaming: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rety on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http:lwebsoilsurvey,nres.usda gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) fisted below. Soil Survey Area: Aspen -Gypsum Area, Colorado. Parts of Eagle, Garfield, and PitkIn Counties Survey Area Data: Version 7, Sep 22, 2014 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 7, 2011—Sep 3, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources 4114 Conservation Service Web Soil Survey National Cooperative Soil Survey 5/23/2016 Page 2 of 4 Hydrologic Soil Group—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin 233 Home Place Counties Hydrologic Soil Group Hydrologic Soli Group— Summary by Map Unit—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties (C0855) Map unit symbol Map unit name Rating Acres in A01 49 Goslin fine sandy loam, 3 A 4.4 to 6 percent slopes Totals for Area of Interest Description Parent of A01 100.0% 4.4 100.0% Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms, The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (ND, BID, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (ND, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas, Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff None Specified uaNatural Resources Web Soil Survey 5/2312016 Conservation Service National Cooperative Soil Survey Page 3 of 4 May 23, 2016 Stephen Kennedy 6967 Trolley Way Playa Del Rey, CA 90293 Civil Engineering Surveying & etyma- a,•"nderic,y ‘2J' Unfirn Re: Traffic Analysis for ADU at 233 Home Place, Glenwood Springs (Garfield County), Colorado Dear Mr. Kennedy: The purpose of this letter is to provide a basic engineered analysis for additional traffic generated from a new Accessory Dwelling Unit (ADU) at 233 Home Place in Garfield County, Colorado. The 4.36± acre property is currently occupied by a single family residence which was constructed in 1994. As shown on the attached exhibit, Home Place provides access to seven (7) residential parcels off County Road #117 (aka Four Mile Road) which leads north to Glenwood Springs, Highway 82 and Interstate 70. Home Place exists within a 50 -foot right-of-way and is paved (chipseal) to a width of approximately 22 -feet (two 11 -foot lanes) which exceeds the requirements for a Semi -Primitive roadway (21-100 ADT) and meets the requirements for a Rural Access (101-200 ADT). Exhibit 1 (Internal and Adjacent Roads) Page 1 of 3 9":3 Doper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www,bu-inc.com Exhibit 2 (County Roads within 1 -Mile) The additional dwelling unit should result in negligible traffic impact to Home Place or CR 117. The following vehicle trip estimates are based on the Institute of Transportation Engineers (ITE) Trip Generation Manual for a Single -Family Detached Housing unit: Average Vehicle Trip Ends _ Weekday: 9.57 Average Vehicle Trip Ends — Peak Hour, AM: 0.75 Average Vehicle Trip Ends — Peak Hour, PM: 1.01 Page 2 of 3 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 ! 970.945.5252 i www.bu-inc.com The latest traffic count data (attached) obtained from Garfield County's Department Road and Bridge for CR 117 occurred from February 24, 2014 to March 3, 2014 and indicates the following vehicle trips: Average Vehicle Trip Ends — Weekday: 2648 Average Vehicle Trip Ends — Peak Hour, AM: 268 (Friday, 8:00am) Average Vehicle Trip Ends — Peak Hour, PM: 293 (Saturday, 4:OOpm) Using the ITE, the existing estimated vehicle trip ends for Horne Place are: Average Vehicle Trip Ends — Weekday: 66.99 Average Vehicle Trip Ends — Peak Hour, AM: 5.25 Average Vehicle Trip Ends — Peak Hour, PM: 7.07 Based on this information, the new ADU will result in the following estimated CR 117 0.37% 0.28% 0.35% Average Vehicle Trip Ends — Weekday: Average Vehicle Trip Ends — Peak Hour AM: Average Vehicle Trip Ends — Peak Hour PM: net increases: Home Place 14.3% 14.3% 14.3% Given these minor traffic increases and existing conditions, no roadway improvements are warranted to CR 117 or Home Place to accommodate the proposed ADU. Minor truck traffic will occur during construction for the delivery of materials, but this should be sporadic and with minimal impacts to the existing traffic. No temporary access points will be required and temporary material storage will exist within close proximity to the property ADU. The construction of a new driveway (access points) from Home Place will require a driveway permit from Garfield County Road and Bridge. If you have any questions or need additional intonation, please feel free to contact me at 970.945.5252. Sincerely, BOUNDARIES UNLIMITED INC. aglE1 WNW Ott orc.Ov. Way a Ikua+da..s 17 Ix[awc LLS Oar.. 201SOS. DECO Deric J. Walter, PE Enc. Page 3 of 3 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 [ 970.945.5252 I www.bu inc.com MetroCount Traffic Executive Vehicle Counts Site: [CR 117] CR 117 - Four Mile (Bottom) Survey Duration: 7:32 Monday, February 24, 2014 => 12:29 Monday, March 03, 2014 • Monday, February 24, 2014-Tota1.1 B87 (Incomplete) , 15 minute drops 0009 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 o 60 160 140 156 168 152 225 211 232 160 112 46 33 15 6 O 0 40 33 31 47 38 53 51 64 44 28 16 0 7 1 1 O 0 34 39 42 46 41 57 55 71 47 27 12 9 3 3 3 - - - - - - - 0 0 10 42 35 41 36 38 69 49 55 43 23 9 9 2 0 1 - - - - - a 0 50 44 41 42 39 35 46 56 42 26 34 12 7 3 2 , PM P84131645 -1746 (246), PM PHFs0,117 • Tuesday, Felxlrary 26,2004- bac ,.15d, 16 9arrlde drops 0030 0I00 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1000 1900 2000 2100 2200 2300 3 2 1 3 e 22 78 242 I91 233 123 142 132 110 174 105 220 215 101 90 59 10 17 19 1 0 0 0 1 4 15 47 56 31 21 33 43 2B 30 39 56 49 58 30 16 12 4 4 3 O 1 I 1 1 3 17 55 45 27 29 34 35 25 27 50 47 65 45 28 15 10 7 6 0 1 1 0 1 2 7 18 62 50 34 33 40 22 28 34 48 64 53 37 18 15 12 3 5 1 1 0 0 1 4 u 26 78 40 41 34 35 32 29 33 5e 53 48 41 22 13 6 3 4 1 AM Peak 0715.0995 (251), AM PHF•O.80 PM Peak 1630.1730 (231), PM PHF•0.09 Wednesday, February 25, 2014 - T©tz0•2537, 16 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 3 3 1 4 7 21 94 245 199 160 I29 I36 116 146 155 202 232 272 168 94 71 11 27 10 1 0 1 1 0 2 19 55 63 39 48 35 37 30 36 43 50 76 51 34 21 14 9 2 2 O 1 0 2 0 16 53 47 43 27 33 36 38 40 43 46 66 47 25 27 15 6 0 7 1 1 0 0 5 10 21 81 36 40 22 27 26 36 37 61 51 65 27 15 8 7 9 5 0 1 5 0 1 2 7 36 56 41 46 32 41 17 42 42 55 82 63 4] 20 15 0 3 3 AM Peak 0716. 0616 (253(, AM PHF•0,79 PM Ptak 1645 -1746 (291), PM PIIF.O.69 • Thursday, Febniory 27, 2014 •'70135.248,5, 15 minute drops O 000 0100 0200 0300 0400 0507 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 5 2 2 1 7 24 53 246 203 175 146 140 125 120 139 191 212 230 170 101 47 39 16 13 2 1 1 0 1 2 15 46 69 45 33 39 29 35 26 37 35 54 60 40 10 11 7 2 1 0 0 0 1 1 16 52 43 42 45 25 30 19 19 54 57 64 48 24 12 16 4 3 0 0 1 1 0 3 B 22 62 43 19 37 41 31 34 44 56 57 64 44 21 14 8 3 5 . 1 0 0 1 2 9 30 76 49 39 31 35 35 32 48 44 63 56 26 16 11 4 4 2 11 AM Peak 0715.0616 (268), AM PHF.0.56 PM Peak 1665.1746 (245), PM PHF•0.95 • friday, February 28, 2014 - Total -_341,16 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1009 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 1 1 2 1 0 28 04 234 259 109 103 192 157 174 194 275 200 225 166 84 110 49 37 18 1 0 0 0 1 3 17 43 71 60 45 30 38 41 49 54 62 60 46 29 22 11 12 e 2 O 0 0 1 1 4 10 53 65 46 43 30 47 50 49 62 71 41 34 24 22 13 11 3 O 0 1 0 0 14 17 65 63 31 35 66 40 36 40 05 65 71 53 15 31 8 6 5 2 O 1 1 0 6 7 32 73 59 42 60 50 32 47 46 74 62 53 33 16 35 11 8 2 AM Peak 0730 -0930 (275), AM PHF'11.94 PM Peak 1530.1630 (292), PM PHF•0.56 • Satuoday, March 01, 2014 - Total92737, 169099110 drops 0.000 0100 0200 0300 0400 0500 0600 0700 0900 0900 1000 1100 1200 1300 1400 L500 1600 1700 I000 1900 2000 2100 2200 2300 9 7 7 4 6 0 21 94 236 247 226 209 190 191 05 227 293 177 14 7' 36 61 2 3 3 3 2 1 1 4 15 40 71 59 40 53 52 52 47 57 44 37 23 14 9 2. a 2 2 0 1 2 2 3 20 45 64 66 47 52 59 49 67 63 52 36 27 8 11 11 6 1 2 2 3 1 1 4 10 25 79 53 53 54 45 42 SO 50 93 46 42 9 11 12 15 4 2 0 1 0 2 3 11 24 44 59 46 66 40 36 54 55 00 35 28 11 11 7 13 3 0 AM Peak 0016 - 0910 (250), AM PHF•0.82 Pie Peak 1600 -1700 (293), PM PHFo .79 • Sunday, Much 02, 2014-Tota1.2441, 16 minute drops O 000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1000 1900 2000 2100 2200 2300 5 3 4 0 7 6 26 65 169 209 161 210 236 195 197 233 250 165 104 59 51 26 11 6 2 2 0 0 1 0 3 5 22 50 49 35 66 53 4S 55 66 53 35 11 19 9 6 4 1 0 1 0 1 2 6 19 36 47 46 54 60 47 56 60 62 42 26 13 11 B 1 2 5 2 1 1 0 3 0 6 15 55 59 47 55 61 40 56 59 59 42 22 21 13 3 4 0 1 O 0 2 0 2 4 9 22 56 52 39 66 51 47 40 59 63 40 21 11 0 6 3 1 1 AM Peak 1146 -1246 (263), AM PHF•0.96 PM Peak 1600 -1700 (250), PM PHF-096 • Monday, Mer011 03, 2014 • (incomplete), 16 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 I200 1300 1400 1500 0600 1700 1600 1900 2000 2100 2200 2200 4 1 1 4 7 23 56 160 0 0 0 0 - - - - - - - - - - - - 1 0 0 1 0 1 18 35 0 0 0 0 0 1 0 0 0 2 4 12 56 0 0 0 0 1 1 0 0 2 5 15 41 0 0 0 0 1 0 1 3 3 11 41 55 0 0 0 0 Total Volume • Garfield County Road Traffic Counts Road Number / Name Mile Marker or Land Mark 2014 2015 , 2016 Avg. Daily Count 1 100 CATHERINE STORE RD Bridge 3142 100 CATHERINE STORE RD North of HWY 82 1353 101 WHITE HILL RD Beginning of Road 432 102 MISSOURI HEIGHTS Beginning of Road 476 103 CRYSTAL SPRINGS RD Beginning of Road 1020 105 CERISE RD Beginning of Road 78 106 SATAN RD Beginning of Road 531 107 RED HILL RD Beginning of Road 207 108 THOMPSON CREEK RD Beginning of Road 391 109 HARDWICK BRIDGE RD Beginning of Road 1153 110 OLD DUMP RD Beginning of Road 548 111 PRINCE CREEK RD Beginning of Road 872 112 CRYSTAL SPRINGS MTN RD Cattle Creek Side 280 113 CATTLE CREEK RD Beginning of Road 815 114 CMC RD Beginning of Road 1408 115 RED CANYON RD Beginning of Road 249 115 RED CANYON RD 1/2 Way 184 117 FOUR MILE RD ' Beginning of Road 2648 117A SUNLIGHT SKI AREA RD Beginning of Road 197 Stephen & Sherry Kennedy, 233 HOME PL ADU REQUEST FOR WAIVERS Landscape 4-203F: There will be minimal landscape changes around the ADU. Development Agreement 4-203J: A development agreement is not necessary for this project. Improvement Agreement 4-203K: There are no public improvements involved with this project. May 25, 2016 Lazy Diamond A Homeowners Association 4264 County Road 117 Glenwood Springs, CO 81601 To: Garfield County Community Development As the operator of the water supply system for the Lazy Diamond A Subdivision, the Homeowners Association has determined that there is adequate water to supply the proposed ADU at 233 Home PI, and will do so subject to all existing covenants and restrictions. John Grath )0-1-‘_ e., -aLr-- President Lazy Diamond A Homeowners Association May 25, 2016 Kathy Eastley Garfield County Community Development 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Reference: 233 Home PI ADU File Number GAPA-03-16-8437 Dear Ms. Eastley, This is to address your comment (#7) of your letter dated April 5, 2016, regarding the number of dwelling units permitted in our subdivision. I spoke with Michael Gamba, who signed off on the FINAL PLAT. He said note 3 was added at the request of the county to summarize the proposed subdivision. It was not meant as any limiting factor, but to describe what was proposed at the time of application. Also, the county 2013 Land Use and Development Code, allows for an ADU in our location, and our HOA has also agreed to allow it. In addition, you can see in Article 7-104 of our application, there is plenty of water available to support an ADU. Sincere y, Stephen Kennedy No. 2428 Certificate CCU�fCJ, Building Department Garfield County, Colorado No change to the cluwacter of occupancy of a ' building sbaIl be made without a Ccrtiflcetc of occupancy - {UBC Sec. 502) This certificate is issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance, this structure was in compliance with the various codes adopted by the County regulating building construction or use for the following: Use Classification Single Family Dwelling w/Double Garage Group R-3, ti -1 Owner of Building Building Address Building Permit No. 5058 Type of Construction V—N Zone District Stephen & Sherry Kennedy Address 0233 Home Place, Glenwood Springs, Co 0233 Home Place, Glenwood Springs, Colorado Locality Lazy Diamond A, Lot 3 Contractor fie• y Constru o, Address same By, C of B g Ofci`al Date December 2, 1994 Issuance of a Certificate of Occupancy shall not be construed as an approval of the provision of this code or of other iirdinances of the jurisdiction. Certificated presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. (UBC Sec. 307(a)).