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Home My WebLink About1.0 Application Part 1Creekside Estafes Garfield County, Golorado PRELIMINARY PLAN APPLIGATION 6r#arch,80,'f,(I&7 ^''f OWNERS/APPLICANT: htlark Sills 111 Creased Drive Rifle, CO 81650 (e70)-904-5332 PRE PARED BY; BOUNDARIES IJNLIMITED, INC. 823 CooPer Avenue, Suite 102 Glenwood SPrings, CO 81601 (970) 945-5252 Western S/oPe Consulting LLC 0165 Basalt Mountain Drive Carbondale, CO 81623 (970)-96s-7172 ,i**d& WESTERN SLOPE CONSULTING LLC March 14,2007 &ECEf\,EB tvtAR I 4 Z00t ffi,it?;f,,r,il"Garfield CountY Commissioners 108 8th St., Suite 213 Glenwood SPrings, CO 81601 Honorable Chairman Martin and Garfield County Commissioners on January 15,2007, the Board of county cornmissionels-approved a preliminary plan application for the Cr".t Slie pstates Subdivision located approximitely 4 miles north of Rifle on State Highway 325. The application *u, *brrriued and ;irYto with a 50'000-gallon open pond to serve as a fire protection water source. Concerns were raised at the hearing about use of a pond for ltre protect,Jn water by the staff and by the Commissioners' At the hearing, staff requested that the covenants include a periodic pond-cleaning requirement to ensure ;;";,.'l"rg-term fr."'rto.ug" capacity' Commissioner Houpt expressed concern about a need for pond fencing ""j-g."iir.r of ,_h: bank slopes to offer an escape for children or pets that may fall in the pond. Coimissloner McCowan mentioned the issue of pond liability and a need for a pond escape *d^i;; *itOtirt' . I1t :utd the County addresses these issues,,over and over again for various othJr types ofponds"' Pond size had to be increased to offset evaporation loss a-nd maintain u -loi-roi'r;;t;g; volume' Considerable time was spent by the Board at the hearing discussing pond concerns' The final approval included several pond related conditions that responded to the Board's concerns. The meeting minutes u""r.ut"tf-r","-it'" no members of the public attended the hearing to offer.o**.ot' for or against the application' Subsequent to this preliminary plan approval, the applicant located a 30,000-gallon tank that can be used for fire water storage. Use of ;;";LJ nt" suppty.tank resolves all of the identified open pond issues: ua.q.rut" yea-r-round water storage, evaporation losses' pond-cleaning' access by children/wildlife, i". fo.*ution, siltation et""' fi" attached tank design was submitted to the Rifle Fire Protection District for comment to ensure Fire Code compliance' A copy of the Fire District's comments is included with this letter' I recently discussed this preliminary plan upgrade (underground fire storage tank in place of the pond) with the ptu*ing siaff. I "fr" prJp#E i'" opti",, 6f,retaining a smaller pond with the 30,000-gallon fire storage tank u' u t'ui""o"iJ':/ *ltl lT Commissioner's approval' I highlighted the fact that a storage tank is a better fire protection solution and it resolves the commissioner,s/staff pond concems rarsed ut tn. rr"urin!. ettt orgh staff agreed that the tank offers better fire protection solutions, thJ*p;;;ttJ "9"""t1n that tlhe Commissioner's approval (and the application) ;;;"; include u tant, ana administrative modification of the plan was not possible. Staff saia that the tank upgrade would require a new preliminary plan application and noticed public hearings before the planning "onltoittion and commissioners' It is our hope that the Board has the flexibility to allow u p"rUtl" safety improvement with upgraded fire storage absent a completely new submittal' a March 14, 2007 The buried fire storage tank is a superior altemative to the open pond, and it better serves the public interest. As directed by the planning staff, we will attend the Board meeting March 19 under public comments to review this option and request a fire storage upgrade in the interest of public safety. We hope the regulatory process is flexible enough accommodate a public safety upgrad" without the necessit! of a new application before the Planning Commission and iommissio.rers. I look forward to discussing this issue with you on March 19. Sincerely, Davis Farrar Project Planner Cc: David Pesnichak, Mark Sills, Tom Heuer, Deric Walter Enclosures: Comments from Kevin Whalen - Rifle Fire Protection District, Tank Design & Specifications, 24x36 Drawings - Boundaries Unlimited. OI65 BASALT MT DR . CARBONDALE, COLORADO ' 8I623 PHONE: 9'1 O-963-'1 172'FAX: 970'963-7 1'72 -3-March 14,2007 Pagr: 1 of 1 Davrs, I started to look al the fire protection waier tank tor Creek Side Estates Subdivision since I have not be€n involved in the reur*w of a dry hydrant before I wenl to NFPA r r.rz wateis-ulpf.=i* sruuoar and Rural Frfe Fighring for guidance' There ts lots of infornration with thrs code and I would suggest we use this as a basis for our discussion. lt's 64 pages long and will lake a tittie whrle for nre to get througn t-olo'v*i "rEi&. r"" ttris toi tus oesign? lf" not what refe.ence? | couple of srings I did notico was: 1. tt appears that thl conne-ction for us to ,u"'ir u"Jotithe height of the tank. won't this make this a "wet' hydrant and 2 ? be subiect to fieezing? The ground vr'sler is "assurned" 10 be 16" below the surface. wll there be a problem with this tank floating and "ru*i"ng dar,lage from g,ound waler? I will have a defrnrte unr*u, ioili," type of connection we will require next week lt looks like we will need a 6" NST female but ag€in lwilt confirm this. What hype of PiPe will be l:sed? Wtl I bE thrust blocked? Maint€nsnc8 , water supp{y, cul de sac tuming radius, width of roadS, surface ol roads, and easements are all issues tiirf *u n"uu jreviousty'tal(ed abou! that will need to be finaiized before approval . !1fu will require a functional test before approval and stress that 30,000 gallons is the rninimum amount of water supply required. This could limrt our firefrghting capabilities' q 7. Kevin, Atiach'd is a deBign for the ffre protection water tank for tl')e Creek Side Estates Subdivision I Bpoke to you about last wsek' \A'e will rtii*nutn a " p"iO but it will bi pnmarily for decorative purposes l\dll be interested in your feedback' Thanks, Davis Fanar Westetn Siope ConsultinE LLC s70-963-71 72 __ original Message --Fromr De-ric-Walter To: Davis Farrar ; Tom Heuer Sont: Monday, February 05, 2007 4:46 PM Davis. Attached is a drawng dela,l for the proposed tank. I talked w/ Chri6 Hate and he said that the County was in the pto€ess of hiring its o#n engineer for reviews, so he might not be the on" ro "ata inytnore. Theretore, please pass this on to the tire chie{ and we'll move FrDm: Davis Farra'' Imailto: wsconsultinll6Jsopris-nel: l Sent: Tuesday. February 06, 2007 10:36 AFI Tor Kevin Whelan Ccr Tom Heuer Subjectl Fvr: on from there. Derlc j. Walter, PE 8f,.! Ale,ho Are,. 316, lol c,cn*ood SpmS, CO 8160l T: t97O,, 9,{5525? | rr 19?01 3$4.?A33 | C (0701 {r1&703t &,ffi"6t,.E,.Wl BgLIFII}A'T'EB Uxul'rrreo k"rc.Wcs*$ttlm* & CtYll Ee*IBsri tfu: tlP d:ild, #f,gr*J tt d, O ffifr ffi M Mtt (M bB iwl ii I da stttfct d'tdt NN ey*to€ rkqr.W"g-1[ twJ$6#rrlBsaas{*fi &gre q4ss1* 4*6, 2t6120}',7 ,M lt,.d&t fr l@l ws tn Efi cdfir$t Mtiiltod l@ March 14,2007-4- tc p fl ElrlL E|tlrllotlkfIZ Lfrl FE E!EA H ;rl${F=C nH;a-x s;; arA Erl I rdE*l E! iil 5.r ltrl nEEir 'Ei tt .'1cil tr rlRI I 0I r't EaEsbt d ) F {H k3 PlElo OZlc,b EDkr*r,kn kmlo LC-lOiE Elo b Pk Hfrr FlotrlHrF IFb19 EFI F€ b ID r<E Eh E Et)Dtl Ft3 Htrr fl c * fr I v h o5 -A L4 cg E d I E qt d Ig E EI 9E BB fl t tr@ffiM q F I 6i.rt FIII F i I I EH E tI Creekside Estafes Garfield Gounty, Golorado PRELIMINARY PLAN APPLICATION March 20,2007 OWNERS/APPLICANT: Mark Sills 111 Creased Drive Rifle, CO 81650 (970)-904-5332 PREPARED BY: BOUNDARIES UNLIMITED, INC 823 Cooper Avenue, Suite 102 Glenwood SPrings, CO 81601 (970) e45-5252 Western S/oPe Consulting LLC 0165 Basalt Mountain Drive Carbondale, CO 81623 (e70)-e6s-7172lqli"{'55{f--'} [{l\t ? t} 'ijii/ Ll..',Xo " f..EL' t'l'" CREEK SIDE ESTATES PRELIMINARY PLAN APPLICATION S PAGE 1 2 3 4 4 4 4 5 5 5 6 6 7 7 7 7 8 APPENDICES APPENDIXA-SUBDIVISIoNAPPLICATIoN,oWNER&CoNSULTANTS AppENDrx B - vrcrr..rrrv MAp, nsslssord rtanp, ADJACENT owNERsHlP AppENDIx c - lilE courururilf wrrH PRoPERTY DESCRIPTIoN AppENDlx D - pnEilrrnrr.rnny pnirir o ll = ?go_s!nr-e (11" I l]l'): 5 sHEErs APPENDIX E - oorvrisirc WATER-SVErcrtn, IRRIGATION & AUGMENTATTON AppENDtX r _ rr.roivrounl sewnce oisposnL SYSTEM INFORMATIoN NPPEUOIX G - RIFLE CREEK FLOOD PLAIN STUDY APPENDIX H - DRAINAGE STUDY APPENDIX I - SIri ACCTSS PERMIT / TRAFFIC GENERATION AppENDIX J - GEoTECHNIcAL siuov, RADIATIoN HAZARD' SCS MAPPING NPPENOIX K - VEGETATION MANAGEMENT PLAN APPENDIX L - COTONNOO OIVISOTI OT WILDLIFE WRIS CHECKLIST NPPEUOIX M - WILDFIRE MITIGATION REPORT NPPTNOIX N - PROTECTIVE COVENANTS APPENDIX O - WETLANDS TABL EOF CONTE ITEM COVER PAGE TABLE OF CONTENTS INTRODUCTION LAND USE SUMMARY PHASING WATER SUPPLY and FIRE PROTECTION WASTEWATER TREATMENT UTILITIES RIFLE CREEK FLOOD PLAIN DRAINAGE and WETLANDS ACCESS & ROADS OEOIOCY, SOILS & RADIATION HAZARD VEGETATION WILDLIFE WILDFIRE SUPPLEMENTAL INFORMATION RESPONSE TO MARCH 10, 2OO4 STAFF REPORT Page 2 WESTERN SLOPE CONSULTING LLC Septernber 12,2006 Mr. David Pesnichak Senior planner Garfield CountY 108 8th St, Suite 201 Glenwood Springs, CO 81601 Submitted by E-Mail Dear Mr. Pesnichak: a:50(F). All departing property lines, separated bv a public right-of-wav needs to be shown on the preliminary Plan maP I am responding to your letter of Septernber 8, 2006 on the Creek Side Estates Subdivision preliminary plan. youi letter notes that the application was dgeJned "technically incomplete"' This coneipondence and the submitted two complete revised Preliminary Plat plan sets are intended to correct the application deficiencies in accordance with the Garfield county Subdivision Regulations of i6S+, as Amended and the four bulleted items in your letter' Response. David Branz at Boundaries Unlimited noted that the names were included on tfr. p..titin".y Plat submitted. However, he has verilied and updated the names/addresses and will be submitting two new complete sets of Primary Plan drawings to the Garfield County planning Depaitment Office with a cover memo outlining the changes. :50(O). Any existing easernents, along with the name(s) and address(es) of the entit'v havins an easement and'leeal de;ription of those easements needs to be shown on the preliminary plan map. Response. David Branz at Boundaries Unlimited researched all of easements associated ,*itn@t and has made the required changes. He will be submitting two new complete sets of primary plan drawings to ihe Garfield County Planning Department office with a cover memo outlining the changes. 4:91 (B). lf a central supply and distribution system is to be provided, a general description of the sysiem, as designated by a Colorado registered engineer, in addition: 1. Nature of the legal entity which will own and operate the water system; and 2. Proposed method of financins the water system' Response. The previously submitted Preliminary Plan application includes a general d"r".iptio, of the water system provided by Deric Walter a Colorado registered engineer' The water system will be owned and operated by the Creek Side Homeowners Association' The Association will be created as a legal entity in conjunction with the Final Plat application process. The Association will own and operate the water system' The water .y.t., will serve 6 lots and does not meet the classification threshold of the Colorado Department of Public Health and Environment as a I'community water supply"' The owner -2- SePtember 12'2006 and applicant, Mark Sills, will finance construction of the water system as part of development of the project infrastructure. That obligation will be included in the Subdivision Improvements Agreement (SIA) developcd in association with the subdivision Final plat. The details of infiastructure financing will be finalized if the Preliminary and Final Plats are approved by Garfield County. It is premature to finalize this infrastructure financing in advance of iounty approvals. Addiiional detail about the water system is includeJin Appendix E of the previously submitted application' Resrronse. The responsibility for operation and maintenance of the individual sewage disposat systems (ISDS) will remain with the individual lot owners' Each lot owner will be obligated to process ani receive approval for their ISDS with Garfield County and shall be obligated to conform to all appiicable County and State regulations' I discussed this response with Mr. Jim Rada lriil, tn" county Health Department' He noted that the county regulations obligate the individual homeowners to ISDS system operation and maintenance and technically, he cannot require a higher standard than prescribed by the County regulations. If it i; required by iarfietd County, this obligation can be further stated in the subdivision "on.nrnt, that will be finalized in association with processing of the subdivision Final Plat. I hope this letter responds in adequate detail to the items you have identified and underlined in your letter of Septernber g, dOOO. If you need additional information, please do not hesitate to contact me. We would like to let this application scheduled with the Garfield County Planning Comrnission as soon as possible' Sincerely, 4:92 (E). If individual sewage disposal system s are to be utilized, a proDosed management Davis Farrar Project Planner OI65 BASALT MT DR ' CARBONDALE, COLORADO ' 8I623 PHONE: 97O'963-7172 ' FAX: 970-963-7 172 The applicant, Mark Sills, is proposing.to subdivide a 15'37-acre parcel of land into six residentirt tot". As shown on-the preliminary plan, the somewhat square shaped parcel lies adjacent to state Highw ay 325 (Porcupinecreek Road)' approximately 4 milei north of in" Cityit Rifte. Tlris parcel of land' zoned as AJR/RD, Agricultural / Residential / Rural Density, is a portion of Section 19' Township 5 south, Range g2 W".t, oiil.,rotn p.nn (comprete property description shown in the attached Title Commitment)' The Applicant originally applied for Preliminary Plan o! {-Y.1".11' 2003' was deemed technically comptiaiton January 2l,zoo4,fulfilled all required public notices and attended the oarrieta county Planning commission hearing on March 10, 2004. At the time of the hearing, the Applicant-requested a continuance for an undefineo perioo up tJsix (6) months from the date of the hearing. The planning Commission movedto continue the hearing with recommendations to do so from staff. A condition of the motion was that re notification ot tne public. This apftication is a resubmittal of the original technically compliantJune t t I ZOOS application with a variety of updabd.. materials that include: revised adjacent ownership list, updates to the application narrative, updated mineral o*nerTlessee list, revised preiiminary plats (24 x 36 & 11 x 17), revised information on pfuicaf and legal water supply' executed and approved CDOT access permit and a revised set of covenants' Attached with this application letter is a copy of theRESPglYSE IO,'March 1'0' 2oo4 STAFF REpoRTwhich states and addresses the original saff and review agency concernfrhE purpose of this response isto acknowledge that the application for developmeni ha, already been reviewed in depth by each agency and that the Applicant has justified his iequest for continuance by revising his application to better accommodate staff and the review agencies' A majority of the revisions are the result of updated wetland delineations' a completed restoration of previously disturbed. wetlands' an avoidance of jurisdictional weilands wherevei po$iure a.ng the creation of new wetlands to mitigate the weilands that could nd be avoided. Revisions have not been made CREET( S'D E ESTATES PRELIMINARY PLAN APPLICATION INTRODUGTION Page J that shourd affect the decisions of the city of Rifle or the RE2 school District' but every other review agency shourd be made aware of the updated application' The majority of the parcer is gentry sroping pa$urerand draining down to Rifle Creek. One existing residential siructure occupies the property The eastern edge of the property lies primriirv *i1.,in the,rSo vrflood plain of Rifle creek, and is i.,oOerateiy vegeiated with trees and brush. The lots, ranging from 2.O2to 3.08 acres in size, are laid out.and t]=^"1iii^ manner to maintain the integriiy of tt.'" land..The existing residence occuples one of the six propor"J fot" tf-otOl. The remaining lttgltg^envelopes are positioned to avoid weilands, protect the banliof Rifle-creek, and maintain the rurar character of the rand. cLek side Drive, approxim-atery600 feet in length, will provide access from State ffign*'y 325 to the lots'Creek Side Drive is contained within an access and utitity easemed that bisects Lots 1-4' Numerous conversations were held with arliJin'g and Planning staff member Mr' Fred Jarman to confirm this design option' LAND USE SU MMA RY Existing zoning: Total DeveloPment Area: Total Number of Lots: Total Number of dwelling units: Total Non-residential Floor Space Area: W RS UPPLY and F IRE cTl ON Agriculture / Residential / Rural Density 15.37 acres 6 6 0 1 24Total Number of Dwellings per Structure: Total Number of Off Street Parking Spaces: Total Gross DensitY: The project is not proposed to be phased and Tuttle Surveying Services has verbally informed u, if,rt the property has previously been surveyed' and that a section breakdown is not needed' 2.56 acres Per Dwelling Unit A central water system, to be owned and operated by the H.omeowners Association, will provide tfre Oevei"p*"tt's 6lots a dependable supply of domestic water. Please see Appendix E for a complete description' Page 4 WASTEWATER TREATMENT Each lot will utilize an lndividual Sewage Disposal System' Please see Appendix F for a comPlete descriPtion' UTILITIES-. Avairabre utirities for creek side Estates incrude both electrical power from Xcel Energy and teretommunication seivice from ewest communbations. Natural gas and cable rv are not avairable at this time. As previousry mentioned above, domestic water will be provideJ 6y , central water system' and sewage treatment will oe service by individual sewage disposal systems' RI LE GRE KF D N Rifle Creek runs along the property' s eastern.edge as shown on the attached preriminary pran. Th6 creer., , idb year frood ptiin has-been graphically depicted on this pran. The propor"i building, setbacks for the rots adiacent to the Creek will be at least so feJt as *"""""d horizontally from' and perpendicular to, if,e top of the creek bank as mapped U1r HepwofthPawlak Geotechnicar, rnc. The imprementation of fris ietuack piaces each building site we, outside the frood prain. please see Appendix G fcr additionar information' NA GE an dWE TLA NDS As shown on the topography of the Preliminary Plan' the ground surface of the property slopes uniiori,rf, downward to the soutfreasi, beiinning with an 8 to 10 foot embankment at State ffigf'way 32? 'n9 gradual[ flattening out as the ground ,ppror"r,es the banki oiHitr" creek.- ir."r"i. a drainage swale running approximately down the centeiof the property, anO a drainage channel running ,bbto*i*ately parallel with the southern property line' wetrands are present on the site, adjacent to Rifre creek and also parallel to the drainage swale running down iil" ""ht"r of the property'. There was an old' leaking irrigation pipeline that was recently replaced that was believed to be herping feed the center weiland. ,iorg wiin oin"r naturar terrain features' The appricant had not rearizeo tnai tnii veietation was wefland variety, and had performeo "or"-or"i tot grading and-dug.some trenches to direct flows into the drainage swate. This turried ouito be a violation and he Applicant worked closely with the Army Corps "i r^gi."ers (usACE) and Beach Environmental' LLc to restore the site back to ine"originar'condition. A Nationwide Permit has Page 5 been requested for the construction of a new access road (at an access point required by cDoT) across lng restored wetranJr.-T|." nppiicant is proposing that the areas around the jurisdictionar weilands be pratted as 'Deed Restricted Areas, to accommodate tne usrci ano providf additional assurances that the wetlands will be protected. n"rt" see nppendix O for the applications' approvals and Lorr"=ponO"n"" Ltncernin g the jurisdictional wetlands' Detention is not currentry proposed for this development because of the large lot sizes arowing naturar diffusion of minor frows generateg fr*, proposed lot improvements. i6" added i*b"*i"u, ""'.toi each lot would be only a few percent of the sites total ,r"r.'in" diffuse flows would make routing of flow to detention areas difficurt and the construction oiLhannels and ponds would disturb more area and caus" ,o," erosion than warranted by any benefit gained. However, any n"* ,ordside drain'g" *iff be routedioward Rifle Creek as necessary ln generar, erosion control shourd consist of disturbing as little existing vegetation as poisibre ard, therefoie, minimizing recrimation. Jurisdictional we,ands w1r be protected ov seoirentation tenring andareas that must be disturbed wiil be seeded with alrass mixr= rp""iti"d on the construction Plans' pt"rr" see Appendix H for a complete descripton' SS and OA The existing dwelling unit located on the property currently has an existing access onto state Highway gz5. rhe neigrruor to ffre south arso utilizes this access. ConsJiatiori nas iafen pf ace *iif. the Colorado Department of Transportation (cDor), and due'to sight distance concerns the existing access point has to be relocated closer to thJcenter of the property. A copy of the approved CD.T access permii(n,;t-17 ,2,oo) is provided in Appendix l' The new 16 foot wide graver road with 2foot shourders, approximately600 feet in rength, wi[ be constiucteo in-aa0 foot wide r"""r. and utility easementin accordance with Garfierd county subdivision iures and Reguiations. The street named Creek Side Drive will be'dedicated to the public' butrepair and maintenance wilr be the ,".ponrioitiiy of tre Horlo*ners Association' creek side Drive wiil terminate at a aa-toot radius to ioad edge cul-de-sac, (50 foot R.O.w.). Design for the ,.."r, has been ,hown,-oriirirr be the responsibility of the adjacent oilner in accoroar,e,e-with theWater Riqhts and Easement Aqreement as provided in Appendix E' Page 6 EO Y sol and Tlo A geological site rev'ew, soils investigation and a radiation hazard review are included in Appendix J. Radiationi"loings taken at the site appear to be typical of naturar background revers in the area. No mitigation of the radiation should be required. VEGETATION and WEED EME NT Beach Environmentar LLC has rocated onry a smail amount of noxious weeds on the property. A stand of cottonwooOs lies Lt the base of the embankment of state Highway 325 where the existing access to the site is rocated. Please see Append* K for a complete description' A completed colorado Division of witdrife wRrs checklisthas been provided by Robert Hykys of the Garfield county planning Gls Resource Department. All fencing outside the building enu;ropes shaltLompry with the.coloado of wildlife guidelines. Please see Apfendix L for the list of mapped wildlife' WI LDLIFE WILDFIRE The proPosed building s located in Pastureland SU PPLEM ENT AL INF TI ON ites can be classified as a light fuel hazard due to being Ft"rt" see Appendix M for i complete description' The creek side Estates preliminary Plan application form, reports, documents and other supplemental information ,t" inciuded in the Appendices' Page 'l (Smoll il. o 8 o Section 5.0 RECREATION & OPEN SPACE: The goal is that Garfietd County should provi.de adequate recreational ,pprrt"rltl*tb, Cr"nty iidents, ensure access to public lands consislent with BLM/USFS policies, and preserve existing recreational opportunites aid importail visual corridors. "open space" is not a requirementwithin subdivisions, and it is not adjacent to any public lands or any visual corridors' Secrion 6.0 AGNCTJLWRE: To ensure that existing agricuhural uses are allowed to continue in operation and compatibility issues are addressed during Proiect review. o There are currently no agricultural activities in place on the proposal site; the property is adiacenl to active agrictltural operations to the east. iie Applicant has nor pividedfor bifei zones_ofat least 300feet betweenfarmed/ranched lands and residential lots 3 & l, uiiess it can be dimonstratid thai a lesser bulfer is practical. The purpose ofbufering is to ensure that active agricaltural uses are buferedfrom higher-intensity adiacentzses. (An agricultural buffer zone of at least 300-feet between farmed,/ranched lands and residential lots has not been recognized by the applicant to exist in the Garlield County Zoning Resolutions or the Subdivision Regulations. Adjacent properties with existing buildings and driveways are alreadywithin 25-2OO' of the subject property boundary. These structures, as maintained and operated by the adjacent owners' already act as buffers between the proposed home sites and the adjacent agricultural lands. The exception is a small Zr/z+. aireportion of wetlands and grasses on the Property to the north which is seasonally used to pasture horses. No recent haying or other agricultural operations have been observed on this portion of land. All downstream irrigation rights are also being maintained.) Section 7.0 IIATER AND SEIIER SERVICES: To ensttre the provision of legal, adequate, dependable, cost efective and iivironmentally sound sewer and water serttices for new developmenl' o The project proposes a water system by one of two a,isting well permits and Individual Septic Disposal Systems (ISDS) for iach lot which is consistent with a development of this size, however, o The applicant has not clearly demonstrated the site has a water source that meets the minimum requirements for this proposat, additionally,(The Applicant has recently acquired an additional l/30th share of the Augmentation Plan, Case No.81CW56, from Ann C. Robinson. Ms. Robinson was the original developer of the property and is the adjacent owner on the west side of the subject property. This additional share increases the Applicant's well water rights to OlSbth of tt. decreed amount. Since the Applicant has removed his request for an ADU, the possessed water rights ar€ now suflicient to serve the proposed development. A copy of the granted 1/30th share, signed and notarized April 23r2004, has been attached.) c The applicant has nol clearly demonstrated the site has sewer service that meets the minimum requirementsfor lhis proposat.(A copy of the percolation test results has also been attached and clearly indicates tnat tne site infiltration rates are within the local and state limits for sewage disposal.) Section E.0 NATIJRAL ENYIRONMENT: Gatfiekt County will encourage a land use pattern that recognizes lhe environmental sensitivity of th" lrnd, difiG-u"rburd"n tie physicaliapacity of rheland.and is in the best interests of the heahh,.safety and welfare iy Gartraa County. With hill cttts for a'riad throigh the property, disregard for natural wetland features where a current IJ.S. Army Corps of Engineer action is in placefoiwetlaids distiurbance and water'way discharge,fill within the 100- - year Floodplain, it appeais thit the site design aid layout generally does not respect the natural conditions and sensilivity ofthe proPeru. o Hill cuts to necessary to allow ingress/egress to the proposal areawill dislocate a historical ditch that has helped distribute seep water to the wetlands. (The proposed subdivision access road as required by the 9 t Colorado Department of Transportation will not dislocate any irrigation ditches which may feed the site wetlands. The ditch in question exists along the westerly boundary and was piped prior to the original application for development. Seepage as it may exist is largely west-east as is the proposed roadway alignment.) o The nalural wetland swale that extends through the propertyfrom the northwest to the southeast is not talcen into account with regard to the layout design of the proposal. The wetland is found throughout adjacent lots to the north and south and because ofrecent historical trenching by the client, has marginally disrupted this sensitive ecologicalfeature (Wetlands have been delineated by Bio-Environsr lnc. and confirmed by the U.S. Army Corps of Engineers (attached letter dated August 2312004). The revised locations are shown on the revised Preliminary Plat. No buitding envelopes are proposed within any delineated wetlands. The previously disturbed wetlands have been reclaimed in accordance with the USACE Wetland Restoration Plan, Permit No. 200275435, and a Nationwide Permits #14, 'Linear Transportation Projects, has been requested for the construction of the proposed access road with utilities. Mark Gilfillan, of the USACE, has indicated that the ground work appears to be complete and that he will not hold up the current permit request based on past violations. Copies of the permits, applications and response letters/emails are attached.) o It aPPears that the applicant hasfilled and graded the area behind the *isting house on lot 4, whichfalls within the t00- year Floodplain.(In his review of the original application, Michael Erion, P.E., Resource Engineering, acknowledged the possible placement of fiII within the floodplain on Lot 4 (now Lot 6) where the existing residence is located. Based on Mr. Erion,s concerns, Boundaries Unlimited Inc. (BUI) has observed the removal of fill material within the mapped floodplain. Material has been removed to an extent where native vegetation and,/or roots have been encountered. The presence of undisturbed natural vegetation along the creek is a clear indication that no fill was ever placed directly within the creek. BUI will continue to coordinate with Mr. Erion to reclaim the site to the original topographic condition so that the floodplain is no longer affected.) Section 9.0 NATURAL RESOURCE EXTRACTION: Garfield County recognbes that und,er Colorado law, the surface and mineral interests have cefiain legal rights and priileges, including the right to extract and develop these interests. Furthermore, private ProPefty owners also have cerlain legal rights and prtvileges, including the righr o have the mineral eslate developed in a reasonable manner and to have adverse land use impacts mitigated. No natural resource extraction activities are contemplated as a part ofthis project. Section 10.0 URBAN AREA OF NFLUENCE: The goal is to ensure that development and overall land use policies ocanrring in the County that will alfect a municipality are compatible with the existing zoning and future land use obieciives of the appropriate municipality. The propeny is not localed within any defined area ofobservable urban influence; however it is within the city of Ri/le's 2-mile Sphere of Intluence. B. Zonino: The applicant proposes 6lots designatedfor single-family dwellings, which is a use by right in the agricaltural/Residential/Rural Density (A/NRD) zone district. The proposed lots comply with the minimum lot size, which is 2 acres for single-family units. The proposed project includes lot sizes that range from 2.002 to 4.006 acres with an average overall density of 2.56 acres per dwelling unit. The proposal generally complies with the uses and dimensional requiremeits ofthe A/R/RD zone district. All buildings and uses will have to meet thefollowing criteria: Minimum Lot Area: Two (2) acres. @@@raoe,' Fiytiei jercent ( I 5%o). Minimum Setback: (l) Front yard: (a) arlerial streets: seventy-five Q5)feetfrom street centerline orJifty (50)feafromlronr lot line, I 10 whichever is greater; (b) local streets: fifty (50) Ieetfron street centerline or twenty-five (25) feetfromfront lot line, whichever is greater; (2) Rear yard: ,rrr1y-five (25) feet from rear lot line; i$ Siae iara: Ten (b/ feet'fr,irit stde lot line, or one-haf 0/2) the height of the principal building, whichever is greater. Maximum Heisht of Buildines: Twenty-five (25)feet. Additional Requirements: All uses shall be subject to the provisions under Section 5 (Supplementary Regulations). The supplementary regulations include the following: 5.05.02 Live Streams: A setback of thirty (30) [eet measured horizontallyfrom and perpendicular to the high water mark on each side of any live stream shall be protected as sreenbelt and maintained in conformance with the definition thereof,, iitn ine exception ofdiveriionfacilities-as an accessory to the approved use ofthe lot. However, there is afurther recommended requirementfor setbackwhich exceeds that olthe Gar/ield County Tane Resolution,fifty (50)feet setbackfrom all water sources, as sited by the reponform HP Geotech, (The building envelopes for Lot2 and Lot 3 have been revised to accommodate a SO-foot setback from the mapped creek bank as required by Hepworth-Pawlak Geotechnicalr lnc. Since the existing building is already located within this setback, the building envelope has been configured to prevent any further encroachmenL) Additionally the applicant is requesting the allowance to build an Accessory Dwelling Unit on lot 4 only. The A./NRD zone district only allows one dwelling unit per lot as a use by right. None of the lots other than lol 4 would be allowed to have an accessory dwelling unit (ADU) or a guesthouse, because the remaining lots are less than 3.0 acres as required for a guesthouse and less than 4.0 acresfor an ADU. (As mentioned before, an AI)U is no longer being requested with this application.) In regard to Accessorv Dwelline Unit: Use ofa strucrure as an accessory dwelling whether approved by Special Use, use by right in a new subdivision approval, or on an existing lot must meet the following standards, as well as all other stand.ards applicable to residential use: (I) The minimum lot size shall befour (4) acres containing a building site with slopes Less than 40%oat least two (2) acres in size. (2) The gross floor area for residential use occupancy shall not exceed I 500 sq. ft. (3) Approval from the stbdivision homeowners association and/or allowed by covenant if applicable. (4) Proof of a legally adequate source of waterlor an additional dwelling unit. (S)Compliance with the County individual sewage disposal system regulations or Proofofa legal ability to connect to an approved central sewage trealmentfacility. (6) Only leasehold interests in the dwelling units are allowed. (7) That all construction complies with the appropriate County building code Requirements. (A.95-076) C. Subdivision: The lot design appears to generally meet the standards setforth in the Subdivision Regulations. Some applicable general site srandards (from section 9:00 ofGarfield County Subdivision Regulations) which the applicant should be aware of are as follows: 9: 12 Land subject to identified natural hazards, such as falling rock, land slides, snow slides, mud llows, radiation, floodine or high water tablZs, shall not be plattedfor anj use dther than open space or an uninhabitable portion ofa lot'over tw"o (2) a"cres, unless miiigation is pr6posed 6y a C1lorado registered prolessional engineer quallfieid to do such design. o Ihere is a sbstantial Clean l%akr Act (CllA) violation as disctssed in the Soils/Geologt portion of thb repon. (The Clean Water Act violation has been properly addressed with the USACE as described.) . Stalf has noted that lot #4 may have been graded andfitled into the 100-year Floodplatn, (Fill within the floodplain has been removed as described.) o Applicants engineer has noted in their report that the Percolation tests were dfficult to administer due to shallow water a 11 tabte tevets. (Percolation testing resulted in adequate infiltration rates as described.) 9: I j: Development plans shall preseme, to the maximum extent possible, natural features such as unustal rockformations, lakes, rivers, slreams and trees. Where appropriate, the subdivider may be required to dedicate lands to lot owners lo preserve these features. In no case shall lots be designed such that a dwelling unit will be located closer than thirty feet (i0) to a live stream, lake or pond, regardless ofthe fact lhat Jloodplain regulations may allow dwelling units localed closer in some inslances. . Stulffinds that the proposed development plans have notfollowed or preserved the natural wetlandfeature identified as a swale that stretches across the propertylrom the northwest to the southeast to connect with Rille Creek (lhe swale in question has been restored per the USACE restoration permit as described. The jurisdictional wetlands have also been included within a 6Deed Restricted Area' on the PIat which restricts the available use of those lands to USACE permitted uses and agricultural uses.) o As noted elsewhere in this report, a fifty (50) Ioot building setback has been noted as advisable lor the lots adjacent to Rilte Creek and will be required on the Final Plat. (The 50-foot setback has been maintained as described.) 9:15: One(t)dosshallbeallowedforeachresidentialunitwithinas-ubdivision;andthedogshallberequiredtobe confined witliin tfie owner's DroDertT boundaries. The reeuirement shall be included in the protective covenants for lhe *6dirision, with enforceme'nt provisions allowingfor the-removal of a dogfrom the subdivision as afinal remedy in worst coses. o This item is to be included in the applicants covenants (ThiS note haS been added.) 9: l6: No open hearth, solid-fuel fireplaces are allowed anywhere within a subdivision. One (l) new solid-fuel burning stove, as defined by C.R.S. 25-7-40l,et.seq., and the regulations promulgated thereunder, shall be allowed in any dwelling unit. All dwelling units shall be allowed an unrestricted number of natural gas burning stoves and appliances. o This item is to be included in the applicants covenants (This note has been added.) 9:17: Each subdivision shall have covenants requiring lhat all exterior lighting shall be directed inward, towards the interior of the subdivision. o This irem is to be included in the applicants covenants (This note has been added.) 9: I 8: No further subdivision of a recorded subdivision shall be allowed, *cept where it is provided for in an approved Prelimina:ry Plan. t This item is to be included in the applicants covenants (This note has been added.) 9:22 In no case shall a lot be created with accesses onto a public or private roadwith less than twenty-fivefeet (25) of streetfrontage. o The applicant has proposed that all ofthe lots will have fronlage on o the proposed Creek Side Drive anl-de'sac except Lot 5l'This lot will oily have accessio Creek Side DrivE by acZess easemint.' It does havefrontage on State Highway j25, though neither this lot nor any of the others will be allowed to access 325 other than via the anl-de-,sac. (.$Jl l_OtS have been created with acdess onto a public or private road and have at least 25' of street frontage.) IY REI/IEW AGENCIES AND OTHER COMMENTS A. lVater Rioht and llater Suoplv: I. The proposed potable water supply is from a central water system including one or two wells, a 6,000 gallon water storage tank and a looped 4 inch pipeline distribution system. The proposed distribution system appears adequate, however, the second well should be connected into the system to provide redundancy and bacleup waler supplyfor lhe central system, and the water distribution pipeline should have a minimum of 5 feet of cover. As Per Michael Erion p.8., Resource Engineering (The second well will be connected to the potable water system to provide redundancy and backup water and the water distribution pipe shall have o t2 o a minimum cover of 4.5-feet (similar to City of Rifle Specifications) or engineered equivalent.) There are two existing wells on the property. These two wells are reportedly Kay's Korner llell No. I and Kay's Korner Well No. 2 wifch are the dicreid jonble water supply in Case No. 8tCW056 (see discassion in No- 5 below)' Neither well has a valid well permir, althiugh one of the wells maybe permitted as an exemPt 35+ acre Parcel well' Valid well permits for both wells must be obtained prior to any final plat approival. As Per Michael Erion P.E-, Resource Engineering(Billie Burchfield, Atty. has filed an application for each well. A copy of the application and a letter from Ms. Burchfield, dated August 23r 2004 is attached) There was no evidence submitted to support that one or both olthe wells provide an ad.equate physical water supply for the project. The water quality anaiysis of one of the wells indicates that it has poor water quality with high levels 'of hardness, manganese, silfate, total d*soived solids and selenium. Manganese, sulfate, hardness and TDS are non itorceable secoidary drniAng water standards which allect taste, aesthetics, etc. of the drinking water. However' high levek of selenium presenla health risk. A primary drinkingwater standard of 0.05 mg/l has been sa by the EPA oid th" Cotirado Depirtment of Public Healti and Environment. The measured value in the well is 0.27 mg/l. At a minimum, the potabli drinkingiater must be treated to remove selenium to a level below 0.05 mg/I. As Per Michael Erion p.E., Resource Engineering(A plat note has been added to require each lot owner to perform individual testing and install in-house treatment for drinking water.) A centrol water systemfor six lots is not considered a public waler supply, however, lhe wells which sente the proposed stbdivisio, ire also the legal and physical water supply for up to j0 dwelling units on adiacent ProPerty.'Iltirefore, at some point in thefutui the witer supplyfor the proposed Creek Side Estates will be a regulated public watei supply. This'will requiri additional costs for operation and maintenance of the water systery. Therefore, we ,eco-^Lii that thisfact be disclosed in the covenants and as a plat note. As Per Michael Erion P.E., Resource Engineering (A plat note has been added.) The legal water supplyfor the proposed project was decreed in Case No. 8tCW056. The decree in this case provided for the in-house use for 30 ,"tid"itiot uiits and itigation of t ,000 square feet for each unit- The applicant owns a ';hi;';;;;;;; i" i"'ar"r"" and planfor augment;tion in Case No. Slcwos-a. fi is our opinion that the S/idh's interest represents a legal water supply for five dwelling units. fie proposed proiect includes _seven dwelling units. The propised projea includes s* iq pif^iry dwelling units and one (l) Accessory Dwelling Unit, totaling seven Q) dweiling uniti. Tierefore, from a tecinical perspective, we believe that the proposed p-r9l-ect dy119t h.ave an adequie legal watei supply. The applicait inclicated at thefield meeting that he could buy a 2/id''s interest from Kay Robinson. Thk issue should be resolved prior to any approval of the proiecr. (The AppliCant haS acquired an additional 1/30th interest from Ms. Robinson and has removed his request for an ADU. Therefore, the Applicant's 6/30th shares are suflicient to serve the proposed six (Q lots.) The decree in Case No. 8lCW056 requires that the applicant implement dry-up of historically inigated land under the RiJle Creek Canon Ditch and that such dry-up be mapped andfiled with the water court. There is no engineering aialys* in the application to support thai the applicant can implement the dry'up required in the water court decree. The-dry-up areas pursuanr n tii water coun dZiree and approved by the Division of llater Resources must be shown ana descibea on'the linal plat- A copy of rhis doctment must be filed with the Application lor Final Plat with the Garfield County Building and Planning Department. As Per Michael Erion P.E., Resource Engineering (COpieS of the original Dry Up Map and Aflidavit of J.D. Owen (previous owner) have been attached. The dry up areas include right-of-way/access easements and a pofrion of land in the northwest corner where the natural wetlands exist. According to the letter by Ms. Burchfield, dated August 23,2004, a total of 3.734 acres. The proposed plat includes 0.953 acres of right-of-way/access easements leaving 2.781 "..ir which will be considered part of the 4.028 acres which exist within the 'Deed Restricted Area' at the nofrhwest corner of the parcel.) paragraph 5.28 ofthe covenants indicates that the homeowners association may establish a penalty for water use 2 i. 5. 4. 6. I 7. l3 t from the domestic systemfor lawns over 1,000 squareleet in size. This sentence should be deleted since each lot -owner is limited to a maximum of I ,000 square feet of irrigation. As Per Michael Erion P.8., Resource Engineering (This sentence shall be deleted prior to final plat.) The applicant should submir evidence that thefire prolection district serving the property is in agreement with prouidirg o dry hydrant and j0,000 gallons of storage in a pond. As Per Michael Eion P.E., Resource Engineering (BUI has continually requested design guide information from the fire department but has not received any specific guidelines to date.) The application indicates that most of the inigation water on lhe proiect will come from the 0.5 cfs water right in the Robiiion Ditch. During thefield investigation, the applicant indicated that he was retaining all of the inigation water rights. Thts needs to be clarified and any use olwater rights on the lots should be described in the covenants. As per Michaet Erion p.E., Resource Engineertng(lrrigation easements have been added tO the Plat in the event that the Applicant should decide to sell his irrigation water rights at a later date.) The Dtvision ofllater Resources has not responded to the referral request as ofthe date ofthis report. However, staf has been in cintact with their ofices on this issue and their report will be coming to the Building and Planning Department prior to the Public Hearing. 8. 9. 10. I B. Wastewater: C. Irrisalion: D. Soils/Geoloqt: 2. 3. ISDS systems are proposed for the subdivision. Soil profile holes and percolation tests indicate that condirions are margiialfor conit*"tion if conventional ISDS systems. As such, the applicant proPoses that all ISDS systems shall be designed by a registered professional engineer. This is outlined in the covenants and should also be indicated on a plat note. As Per Michael Erion P.E., Resource Engineering An adequate ISDS operation maintenance plan has been included in lhe covenants. As Per Michael Erion P.E., Resource Engineering Due to concerns for proper operalion and constraints in the plan for augmentation, ET systens will nol be allowed in the subdivision. This should be included in the covenants and plat note. As Per Michael Erion P.E., Resource Engineering(A plat note has been added.) To the extent that Lot 4 and or other lots within the subdivision will have access to inigation rights, appropriate trrigation easements should be added to the drawings. As Per Michael Erion P.E., Resource Engineering (Irrigation easements have been added as described.) 2. The projea sire has several soils/geologt issues related lo poor soils and unstable creek slopes. l4/e recommend lhat a ploiroi" be added that all lots require site specilic geotechnical studies before a building permit will be issued- As Per Michael Erion P.E., Resource Engineering(A plat note has been added.) There is a substantial Clean llater Act (CWA) violation on the proposal site discovered by the U.S. Army Corps of Engineers (USACE) on September 12, 2002, tracked by Army #200275435. A draft wluntary restoration plan was suimitted to the USACE on September t 5, 2003 to resolve the violation. Additional information was requested of the applicant on January 28, 2004. The Corps has not considered a Section 404 permit application for thts applicalion for the proposed aclivity. It is until<ely-that the Corps can consider the applicationlor this activity until such time that the above mentioned CWA violatin isfulf resolved. For any Section 404 permit application submittal, the applicant mustfirst demonstrate complete avoidance, secondly, demonstrate minimizationfor all impacts to warers ofthe U.5., as precttrsors to permit verification. To date the preliminary plar map does not demonstrate this criterior. (AS deSCfibed, the Clean Water Act violation has been properly addressed, a Nationwide Permit for theO l4 I I t 3. access/utilities has been requested and Mark Gilfillan of the usAcE has indicated that he will not hold back any requests based on past violations.) There also appears to be a dilference in the preliminary plat map, and the -map used by Beach Environmental to identifi the layout of the Creek Side firive, lot I -6 liyouts orAiiri, 'espectiue buildiig envelopes (not clearly distinguished by bounilaries). Addirionatly, the preliminary map idenrifies wetlands that have not yet been venJied by the Corps' (An updated map has been attached. The HP Geotech report recommends that afifty (50) foot set back to building envelopes be establishedfrom the top of rhe creek bank escarpment due to unstable iu* uoit s. This would aJlect tie building envelopes for Lots 2, 3 and 4' The existing resrd"n"" or-ii-l is set on the edge ofthe creek bank eiiorp*ent, although the applicant has recently filled rhe eroded area within the creek including tie floodplain.such-thai the house is no longer on the edge of the creek bank If a JlooapUin speiiol use permit was ,it ,tioir"i 7or the fill activity, then this lloodplain ksue should be resolved prior to any approvalsfor the subdivision. As Per Michael Erion P'E', Resource Engineering (As mentioned, all previouily placedlill has been properly removedfrom thetloodplain as required) There are certain geologic and hydrologic conditions that could appreciably impact the development as proposed' Those con d it ions include : a. High ground water levels. b. nihiot"rttotty *pansive and compressible soils' c. Creei-bank erosion outside of theflood plain boundary' d. potentialfloodingyro,^ o fi|utary draiiage basinfrom the norlhwest that crosses the highway at a culvert b Jlow into-a drainige channel along the south border ofthe ProPerty' The geotechnical and drainage reporrs and. ISDS appendix in the plan applicarion have commented on these potential ground conditions and tt " ripo"i, they may t oue oi geotechnicai engiiieringfor residences and roadways' As Per Colorado Geologic SumeY The drainage report indicates that grading and planned elevations of proposed srnrctures witl easilytiligue$re*<at of overlandflows of the ctni"iqrii *i.r1t t)ibutary basin dit were toiump its existing channel at the highway culvert. This is an imporrant coiclusion and must beior-ord"d to homeiuilders and landscapers so it can be acted uponfor those homes on riie soruth portron of the property (ots I and 2) that could conceivably be impacted by overland Jtows. Cotorado Geotogicsr-ry fohe State Highway 325 vertical alignment near the southwest correr of the proiect slopes to the south. Therefore, in the event that stormwater runoff shouid eiceed the capacity of the existing 5' squashed CMP culvert, the excess flow should be deflected to the south/southeast which is well away from all the proposed building envelopes. A plat note has been added to make the owners of Lot I and Lot2 aware of the threat of flooding associated with this drainage way.) It should be noted that the drainage report does not reflect a posl-burn scenario. Hydrologic conditions will change if a wildJire were to occur within this trilb*ary basin, wiich coild tanslare b larger peak discharge tlows and debris iul* i tn, mouth of the basin where it crosses the highway. Colorado Geologic Survey It appears that an earthen dam exists in the tribulary basin above the high-way on private propefi' The Colorado Geologic Sumey does not lotow whether this stntcttire provides additional protection or mitigationfromflooding' The geotechnical recommendations for mitigation of ground water include trench interceptor drains, foundation underdrains, and grading considerations to improie-sudace d.rainage awayfrom structures' They are all important recommendations and should be complied with' The geotechnical reports also recommend that sile specific investigations be done for foundation design' Areas outside oyiti, t oo-yr* pia pui- ^ri iiilt t" t^po"red by'Jloid-causedilope-in*abilitv and scour if the creek bed migrates within the fiood plain. Their iecommendations ol a filty Q0) [t. olfsit from the edge ol the RiJle Creek bank is important 4. 5, 6. 7. 8. 9.o l5 so thar pokntial long-term creek meanderingwill not threaten structures during their design lifetime' The current brilding.footprinrs shown on the preliminarv plot do not re.flect this recommenied offset !:rom the creek bank' Colorado Geologic survey(Ar -."tioo.dJhe 50-foot setback requirement from the creek bank has been incorPorated into the Plat.) 10. The reports in the preliminary plan application appropriate\ address rhe geologic and geotechnical conditions ofthe site, and the recommendations setforth i, thos"Tip,ois shafi be tu:!y!'! i' o'y "ou"r,or,ts and conditions dapproved' provided site specificfoundation investigation, on condu"ted and ISDS design meet state and-county regulatory requirements, and thire is appropriate ifulgrrr" concerning the Potential drainage and shallow ground water hazards, the Colorado Geologic Surveyfi.nds nro inherent gilogii condition or hazard that would preclude the develoPment as Planned. I t. The Re-vegetation Guidelines also request that the applicant provide a Soil Management Plan that includes(as Per Steve AnthonY, Garfiekl CountY): a. Provisionsfor salvaging on-site topsoil b. A timetablifor eliminating topsoil and'/or aggregate piles' c. A plan that providesfor soil cover if any ditirt'on"it or stoclEiles will sit exposedfor a period of 90 days or more' (Revegeiation Guidelines have been added to the Miscellaneous Detail sheet as required') E. D4jts&: I. The drainage analysis and grading planfollow generally accepted engineering practic* and is generally adequate' As Per Michaet Erion P'E., Resource Engineering 2. Drainage easements should be added for the two major drainages which traverse the property including the north-soulh drainage and rii east-west drainage which conveys water froi a significant of site drainage basin' As Per Michael Erion P.E., Resource Engineering@rainage easements have been added to the Plat and are includedinthe.DeedRestrictedAreas'asrequired.) 3. Due to the highly erosive soils, temporary erosion log or straw bale barriers should be placed in the proposed drainage channels and s;iould remain in plaie uniil th" chanits are re-vegetated- As Per Michael Erion P'8" Resource Engineering@rosion control measures have been added to the Construction Drawings as required-) F. Internal Road /Access/ Parkinq: l. A State highway access permit has been obrainedfor the proposed Creek Side Drive. The designfor Creek Side Drive appears ro ^it all appiicable County criteria. As Per Michael Erion P.E., Resource Engineering 2. The Applicant will need to proceed with a Notice to Proceedfor the permit to befinalizedfor constntction of the access' As per cotorado Department of rransportarioz (The Applicant must obtain Preliminary Plan Approval before he can proceed with the CDOT') 3. As an existing access to the property to the south is localed near the southwest corner ofthe Creek Side Estates property. The proposed plan prouides a 49 \oot access, drainage,.inigation and utility easement to serue the Doby Enterprises property from Creek Side Drii pursuant to a wati rights and easement agreement recorded at Reception No. 524773 in-fnii"L*a, of Garfield County. However, this easiment does not aPPear to provide legal access to the extsting residence on the Kimt"ity C"rt y pior:* In addition, the agreement is vague regarding how many lots are to be semed from this access, who * respinsi'ble jor construction on the Sills property and whether this access is intended to replace the existing or""r, o, prouii anorher-option for accessing the Doby Enterprises prop"ny' !" - applicant should clarify access rssues wrtf, propeaies ro thi so.uri, which alfea design and const'ltction of the Creek Side rstates priiect. "Agreementsfo, i"ini maintenance should be in ilace before Preliminary Plat approval' As per Michaet Erion p.E., Resource Engineering (A description letter of the Water Rights and Easement Agreement prepared by Billie Burchfield, AttY., dated August 23r 2004 has been attached. The letter acknowledges the participation of both parties, and their attorneys, in the preparation and approval of the agreement.) t6 G. Fire Proteclion: I The site is located in the Rifle Fire Protection Disrrict (RFPD). Th.efire districr has indicated that a minimum of 30'000 gallons will be required to"prA"oi *," ,ulaivision. .The applicant his proposed a j0'000'gallon Fire Storage Pond within a utility & drainage'easement on the north sie oilot I adjaceit ti the proposed Creek Side Drive' The Fire District needs to review and agree to the proposedfire supply' The applicant does not have a water right for a fire protection pond' Rifle Creek * an over-aPProPriated stream syslem and there is no free river for junior warer rights in dry year. As Per Michael Erion P'E', Resource Engineering (ln her letter dated August 23,2001,Ms. Burchlield indicates that she has liled a water application for storige and change in plan for augmentation' Copies of her letter and application are attached-) Wildlde: 1. Ihe application does not conlgi! any spgctfic discussion of wildlife iyeagls' only the GIS review of Wildlife Resources' ' ;;"*fitf;h[biiiiiritWtldlde noieitheie are afew minor errors in coverage' 2 The aoolicant has used rhe County's GIS cEtabiliries in investigaringwildlife habitat and has generallyfound theG' fiiti#i"li-i:tiiitt",*iiii* iipticabte to tfre proposed site: o Entirelv in the Area: i. Bald Easle - Overall Ra,nge fi. Elk- Winter and Overall Range- iil. -Mule Deer - llinler and Overall Range o Partiallv in Area: i: K"!;"?x:; !#;lr?;l'tt;t,"g;;i;;i!tr1,!:wl"q;:r*:l,f'Ell;l crossing Area o llithin-J-Mib- i. Canada Goose - Winter Area ii. Elk- Summer Range iii. Mule Deer - Sever llinter Range';;. 'wiidiirk"y - Winter and ovemll Range A#'i:?!x:#:l:"?i:;::x'i!:'1ff,';:::':Ifrwilr"::3e area' partiattv' andwithin one (t) mitefor BtackBear' 3. The colorado Division ofwildli{e has.preuiously responded to development requests by the applicant and has noted that the review ofJune 5, 2002 is still applicabte' 'ffif{tr#ri#,uni:;*:;"*,Tr{n',ff;ry:$H;"3{{,ttiti;tyr#i.#^*i##'#i"". ;f;;;:;;rt16 iipiitTo"'. and eve' smatt mammat species' o conservation easements along the creek in the 1\T-yearfloodplain boundary would be idealfor partially conserving the riParian zone' (The installment of the SO-foot setback from the creek bank has further increased theseparationoftheproposedbuildingenvelopesfromtheriparianareasofRifle Creek.) 2. H. I. IWtds: The applicant is canenlly under an enforcement-a-ct-ion by the IJS Army Corps of Engineers for a "substantial violation" including unaufioruea a*ctnrge oiir"a*" andfill.iotiriot into warirs o1ine U'S' located on the property' A draft restoration plan has been i'""f'pia '*a7t *u*t2' being implemented' The proposed project will require permitting from the Corps of Engin";;i;;;i; ;r;porea Creei* Sr,tebriie and the proposed access, drainage' irrigation' and utilitv easement to service tn, pr"plrA- ti [n" ioutt ' The Corps of Engineerc iill not,process an application lor the 404 Permit until the r*toration projeir is complete and rhe utoutfoi i ut"au"a. The violition issue should be resolved and a clear t7 I 2 picture ofthe 404 Permit issue obtained prior to any approval ofthe project' The vegetation and wetland reports by Beach Enuironmental indicate that there are more wetlands on the property than depicted on the preliminoi ifoi aroiing._-lhe t/.5. Army Corps of Englneers indicated that there is not an approved wetlands delineation on the project site. lle reco^.eni thot o ritlond d"lineation map prepaled by BeSch Environmental and approved by the Corps ofEnginiers be submitted and rha the plat map reflect the delineated wettands.(As mentioned;the US,l-Cn-las approved the Wetland Restoration and Nationwide Permit applications for this piolect. The wetlands were delineated by Bio-Environs,Inc., approved by the US,ACE and are accurately located on the Plat') J. Noxious Weeds: I Weed Management-The applicant has provided a weed management plan {or the invenloried noxious weeds' The applicant has identified Wii;"r.P ;, tie property. Ilhiteropieeds ti be treated by the end of April or early May' stuf requests that the applicant verify that the weed management Plan is implemented by providingweed management and/or treatment records by June I 5, 2004 to: Garfield County Yegetation Management POB 426 RiJle CO 81650 Garfield County is concer4ed about rle spread olWest Nrle Virus into "" ""i?rirk !;rtO;:;l;tlff!rff!;i:rrt!,;iili;;;r;;';oiiiio no6ii[- iiolf nqu"stt tfrat the appticant submit ? mos! ;:;;-(;";i;iffi .'ffi 'beeri'atiiiearegardihgmosquitomanasement.) 2 3. K. Homeowners' Association: The orooosal states that an HoA will beformed to maintain the road and/ire Protection Pond' It will also administer iii iri{eiii"" covenants and a water quality-monitoring Program' L. School Site Acauisilion Fees: t. The RE-2 School Disrrict requires a $200 per lot site acquisitionleefor each new lot created' N. Lotlwout: I RECOMMENDED PI.IIT NOTES AND/OR COVENANN: Thefollowing are typically included on plats and/or in covenants: t) Develop and include iilo rhe covenantsfor the maintenance responsibilities ofthe road' As noted in early sections ofthis report the lot and road layour does not allow for preservation ofthe wetlandfeature and does not allow for direct frontage access to the proposed cttl-de-sac for all lots' and additionally does not lake into consideration applicable clusrer or conservation design elements which could help mitigate the detrimental environmental impact on this property as cu,ently proposed (AS mentigned, the fOadWay alignment location was dictatedand permitted bythe colorado Department of Transpofration' In an effort to minimize impact on the wetlands, the roadway section has been reduced to 2-8, lanes with t' shoulders and 3:1 catch slopes in accordance with the proposed tralfic load. The alignment was also directed onto the existing roadway pl"ifor- at the earliest point.4n tott have frontage to Creek Side Drive, building ^envelopes have been configured to stay out of the jurisdictional wetland areas and 'Deed Restricted Areas' have been proposed') V. o l8 I , 2) All irrig.ation ditches and ditch easements are to be recognized and maintained as etisting and in place' in the usual ' mannei. Note as Plat note'?) one 1) d,os will be ailloied [o, eoch residenrial unit and rhe dog shall be required to be confined within the owner's '0, ;;i,i{:;Xf;::W;A:f:;:';,iil,':;:;7;:f*^"re within the subdivision. one (t) n*,' sotid-ruet burning. stove as defied by C.i.S. iS-i- OI, et. sew., ,rl'ii" ,"it"rtio,ns Pr-omulgat;d thereunder, will be allowed in anv dwelling unit. All d.welling unri will be allowed o, ,nr"r'tri"tii ntumber of natuial gas burning stoves and appliances' Note as s) ':f; :;:,tri,';ffriX,?i'i; the minimum amo.unt necessary and ail exterior tighting witt be directed inward' towards the interior of the subdivision, except that prot*",r't'^.i-i" hofu rc allowfor sifety iighttng that goes beyond the property boundaries. Note as plat note and in covenants' 6) No further divirir*;;ir;;;itL1, ,n, Subdivision will be allowed' Note as plat note and in covenants' 7) Colorado is a "Right-to-Farm" State pursuant to C'R'S' 35'3-t0l ' 4seq' Llndowners' residents and visitors must be prepared to accept rnio'rritri"i, ,,rgits, srunds'tni '^nit' dCa'1teU tgunty's agricttlt-ural oPerations as a normal and necessary aspect of living in a County-wirn. rii.*i *rriiioro"L, ora a healthl ranching sector' Atl nust be prepared to encounter noises, odor, lights, mud, dust, smoke'chemicals, machinery on pubiic roads, livestock on public roads' storage and disposal of -oiur", and the ,Pd;;;;';;y sp'raying o-r orherwiie olchemicalfertilbers' soil amendments' herbicides, and pesticides, any one or more oi*ni"n iiy ,iuitty o"*, ^ o port of a legal and non'negligent 8) i;#X',fryl'f;;,il:::;"X':li:!:o::!;'^7"i![l'il""s under state taw and countv resutations with regard to the maintenance offences and irrigation air"i"t,- ".ri*,ting *""at, kceping livestock and pets under control' using property in o""oraoir"".iit roniig, ona otn"rkp-""s ofuiing.antl *aintiining proPerty' Residents and landowners are encouraged t, kt;;i;;; iiir" ,igns ona ,npinriu'ittii", oid o"' ^ .gooa '"lll'bi" and citizens of the Countv' A good introductory sourcelor sach informatilri'*'i Guide to Rural Liiing & {malt Scate Agriarlture" put out by the Colorado Stot" uniirrity rrtrnrioi Ogce in Garfield Coun-Dt. Note as,plat note and in covenants' g) The weus *ni"n ,"-"iil pripor"a ,uiair*ion oi'i" olro the lLgal and piysicat water supply for up to j0 dwelling units on adjacent property. Therefore, at some.poiinr in the furure ti' *ot"' 'ipply for the proposed Creek Side Estates will be a regulated publi";r;;"pply. This *iti ,rii"- oiai'ion'ol "o't' 7o' opi'oiton and maintenance of the water system' ,r) i;:: tr i::;i:r#,#::;,:;11f1s,,ays,nd ptanned etevations of proposed structures wiil easitv milisate the threat of overlandflows of the channelfrom the west "ibu'ory basin dit were riiump its etisting channel al the highway calvert. This is an important conclusion ,rd ^;;; i;ir*rrde? to.nomebiiWirs and laniscapers so it can be acted upon for those ho^"s on"tf,i sourh portion qtn" pi"6"i'[ots r and 2) that coulil conceivably be impacted by overlandllows' , ,) X:"r?"{::;;::,:*#::;:i;i:;fo.r mitigation of ground w.ater inctude trench interceptor drains,foundation underdrains, and grading considerations ,o i^p*u""*6oce drainage awaylrom stntclures' They are all important recommendationriii ,iouta be complied with. Note as plat note and in covenants' t2) Reports i, tlre pr"ti*ir*,,y p,ton ap-plication ,pp,rp':itit1 address.the.geologic and geotechnical conditions of the site' and the recommend.ations set forth in those ,[[ri tirtiOe iicluded ii ary-rou"noi' and conditions i;f approved' provided site specificfoundation investigatiolri on "ona"ctud and ISDS iesign meet state and county regulatory requirements, ona"riin'-i-oppropriate iirrirur" concerning the pot"irol diornage and shallow ground wa'|er hazards' there are no inherent geologic condition o, i*ri-rnrr roid priclude the develipment as planned' Note as a plat note' I j) All streets r* d";;i;i;;7ie publrc, and all steets will be constructed to standirds consistent with all applicable Garfield corn y ir-it"iri oii npot oni-*orn rnon"e shall be the responsibitity of the incorporated Homeowners Asslciation oline idtvision' Note as plat note and in covenants' I4) Grading and planned elevations of proposecl-structures will easily mitigate the threat of overlandflows of the channel from the west tributary basin dit t"r"- 13*^i ,it iiit"s "hrrn2t o, ,i" highway aivert' Building permits applications shall incluile a grading plan designed by o ,-[Siti"r"a p;I"ttional .engineer. Note as plat note and in covenants' l5) The project ,it" ni iirnol soilJgeorogr *rrii ,"ioria ti poor soilsind unstable creek slopes' All lots require site specilic geotecn ii-""ii"i-tir7 o t ilding p"r*it will be issued- Note as plat note and in covenants' (These plat notes have been added') o 19 I t { '1 APPENDIX A SUBDIVIS I ON APPLI CATI OII, OWI{ER & GONSULTANT$ ,, .l .1 ri. ,j ,, a ,!j' .t 1 1 ti i I 1 -i' 'ti 1, 'i I ! L { I ti. I i t-I ,1, i .1' t, '; ':,,.i' '1 r1 tiii , 'li,rt, ,'{t, .::l t{ rl .r i;1, . i'r,4,';iirlSr : .,i tl i5' lri . ,:4 ;t.' ,,i 1. !,: :' :i,, '..-i :\t il .'-;;t..i'{.il - ,ii i: ;,') l.';: i 1l ii il:'J , ,,;lr. tl f; : ,1i:,: . :- +' 1,: !; ,l i,l. i..,..' I ri.), r: I :.r GARFIELD COUNTY PRELIMINARY PLAN REQUIRMENTS CREEK SIDE ESTATES REGULATION REFERENGE SECTION NO. DESCRIPTION The following outlines each element of the subdivision regulations and notes g;;;iry *h""r" this information can be found in the application. LOCATION 4.50 4:50 A 4.50 B 4.50 c 4.50 D 4.50 E 4.50 F 4.50 G 4.50 H 4.50 I 4.50 J 4.50 K 4.50 L 4.50 M 4.60 4.60 A 4.60 B 4.60 c 4.60 D 4.60 E 4.60 F 4.60 G 4.60 H 4.50 N 4.50 0 PRELIMINARY PLAN MAP Name of Subdivision SHEET # 14 Date etc. SHEET # 14 Boundary& Legal SHEET# 1 Names of Owner, Eng. Etc SHEET # 1 Vicinity MaP SHEET # 1 Adjacent PioPerties SHEET # 1 Loi Areas SHEET # 1 Easements SHEET # 1-3 Setbacks SHEET # 1 Land Use Summary SHEET # 1 Existing Conditions SHEET # 14 Common OPen SPace N/A Public Land Dedication SHEET # 1 School impact fees will be paid per county regulations' Street Grades SHEET # 3 Existing Easements SHEET # 1 ADDITIONAL INFORMATION Terms of Dedications APPENDIX N Phasing N/A Final plafting and construction will be done as one phase' Evidencebf Access APPENDIX I Off-street Parking PAGE 4 Soil & Topographic Hazards APPENDIX J Radiation Hazard APPENDIX J Title CommitmenUDeed APPENDIX C Sectional Subdivision N/A 4.70 4.70 A 4.70 B 4.70 c 4.70 D 4.80 4.80 A 4.80 B 4.80 c 4.80 D 4.90 4.91 4.91 A 4.91 B 4.91 C 4.91 D 4.91 E 4.92 4.92 A 4.92 B 4.92 C 4.92 D 4.92 E SUPPLEMENTAL INFORMATION Geology APPENDIX J Soils APPENDIX J Vegetation APPENDIX K WitOlite APPENDIX L DRAINAGE PLAN Existing Water Courses Tributary Areas Tributary Flows Design of Drainage Facilities UTILITY PLAN Water SuPPIY Rights, QualitY & QuantitY Central SuPPIY Existing SYstem lndividual SuPPIY Augmentation Plan Sanitary Sewer Public Sewer Central Treatment Existing District lndividual Sewage DisPosal ISDS Management Plan UTTLITY & ROAD PLANS OFF-SITE ROAD IMPACT FEE N/A APPENDIX H APPENDIX H APPENDIX H SHEET # 3 APPENDIX E APPENDIX E APPENDIX E APPENDIX E APPENDIX E N/A N/A N/A APPENDIX F N/A SHEET # 2-34.93 4.94 4.95 o GARFIELD COUNTY Building & Planning DePartment 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 Telephone: 970.945.82 1 2 Facsimile: 970. 38 4.347 0 @ Subdivision Application Form GENERAL INFORMATION (fo be completed by the applicant.) ) Subdivision Name .SrAE.S F Type of Subdivision (check one of the following types): Sketch Plan - Preliminary Phn K Final Plat D Name of Propertv Owner:Mae" s LT S D Address: llt Cp-e.er SrSE DAue Telephone: LL1 o1bb ) City ?rrce-State: C o Zip Code: 8 I b5o FAxi 625 0116 ) Name of Applicant (if other than owner): F Address: TelePhone: F City State: ZiP Code: - FAX: ) Name of Enqineer: BouxlNft2-rES UuutvqrTe\, ltt)c' ) Address: 9 C-ooPe a Nq Sre. toz Te lephone:I +* sLsz ) City G rroob Sa.s State: Co Zip Code: € 160l FAX: 384 2833 ;, Name of Survevor: J3rn-e S-.e^;eY rse SeeVrc-e S ) Address: Zo-6tH e*. L*rse Telephone:9za 9 7oB ) City: Gtelu.looo SPc,s State: Co Zip Code: 8tt"ot FAX: 94-l9ooZ ) Name of Planner: ) Address:Telephone: ) City:State: Zip Code:- FAX a J I l:'.'" ;i-i# f,:t : " d:;:?.ii'ri,i-::iai,,l,l;:(i:i 7Z,5lrlb6t-"rrs ZL!,15.41c.,jr^)lb I t GENERAL INFORMATION continued F Location of ProPertY: Section t9 Township 5 S 9 ZN F Practical Location/Addressof Property: lll CPEeK SlDe DAIUe i 1"8 mtu3s fuu;-qF-c-fro NJ oF t(,+lt,fl"rr t3ONH FCurrentSizeofPropertytobeSubdivided(inacres):6,31 F Number of Tracts / Lots created within the Proposed subdivision: 6 F Property Current Land Use Designation: 1. Property's Current Zone District:elelzo 2. Comprehensive Plan Map Designation NIo DeSr 6L)ATror'.1 Proposed UtilitY Service: F Proposed Water Source ) Proposed Method of Sewage Disposal l5 S P Proposed Public Access VIA:SIDE z5 ) Easements Utility:Yceu Ese.eaY ,Q dEST Ditch ) Total Development Area (fill in the appropriate boxes below) > Base Fee of$200 Pa id on ) Plat Review Fee of $50 Paid on 2 :q?1:i;t- ii*rii": 4b,153 ACQ'9EA50na I t.HE SUBDIVISION PROCESST ln order to subdivide land in Garfleld County, an Applicant is required to complete the following land use processes in the following order: 1) Sketch Plan Review Process, 2) Preliminary Plan Review Process, and 3) Final Plat Review Piocess. Tiris section will briefly describe the nature of each process and provide general direction including subdivision regulation citations to a potential applicant requesting subdivision afiproval in Garfield County. All of the Garfield County Zoning and Subdivision Regulations are located for purchase at the Planning Department and can also be found on the World Wide Web at the following address: http://www.qarfi eld-countv.com/buildinq and plannino/index.htm A) The Sketch Plan Review (Section 3:00 of the Subdivision Regulations) 1. Purpose fne purpose of the Sketch Plan process is to allow an individual an opportunity to propose a subdivision in a "sketch" format to the Planning Department and the Garfield bounty Planning Commission in order to obtain a cursory review for compliance with the County's land use review documents, regulations, and policies to identify any issues thai would need to be addressed if the proposed subdivision were to be pursued 2. Aoplicability nny inOiviOuat proposing a subdivision in Garfield County is required to.complete the SXetcn Plan review process as the first step in Garfield County's Subdivision process. More specifically, Garfield County defines a subdivision (Section 2:20.48) as the division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or the use of any parcel of land for condominiums, apartments or other multiple-dwelling units, as further defined by Colorado state law. 3. Application / Submittal Requirements tn orOer to appty tor a Sketch Plan Review an Applicant is responsible for reviewing Section 3:00-of -the Subdivision Regulations and providing enough information to the Planning Department in the application to conduct a thorough review and provide the resulting comments to the Planning Commission for their review and comments. Specifically, Section 3:30, 3:32, and 3:40 of the Subdivision Regulations contain the specific iniormation required to be submitted to the Planning Department in order to satisfy the application requirements in addition to the information requested on this application form. 4. Process / Public Meetinq fne Stetcn ptan review process is considered a 1-step process because the application is reviewed only by the Planning Commission at a public meeting. ln order to'appear before the Planning Commission, an applicant will have submitted all required application submittal requirements mentioned above to the Planning Department Staff. Once submitted, Staff will have 15 working days to review the application to determine if all the required submittal information has been submitted as required. lf Staff determines that all the required information has been submitted, a letter will be sent to the applicant indicating the application has been deemed "technically complete." lt is at this point Staff will also indicate when the application has been 3I I scheduled to be reviewed before the Planning Commission and will request the applicant supply additional copies to provide the Commission for their review. lf Staff determines that all the required information has not been submitted, a letter will be sent to the applicant indicating the application does not comply with the submittal requirements and therefore has determined the application . to . be "technically incomplete." The letter will also outline the applications deficiencies so that the applirrnt tnows what additional information needs to be submitted. At this point, the applicant has 6 months (180 days) to provide the necessary information to the pianning Department to remedy the application so that it may be deemed technically completle. I ihe application has not been deemed technically complete within this time, the application will be terminated. Once the application has been deemed technically complete and a. date has been established as to when the Planning Commission will review the application, Staff will conduct a land use review of the application using the County's land use regulatory documents including the Zoning Resolution, Subdivision Regulations, and the Comprehensive Plan of 2000. ln addition, Staff will also consider referral comments provided from a variety of state and local agencies who may also review the application. As a result, Staff will write a Memorandum on the proposed subdivision to the Planning Commission containing the results on the land use analysis. This Memorandum will also be furnished in advance to the applicant' At the date and time set for the public meeting before the Planning Commission, Staff will present the findings in the Memorandum and the applicant will be required to present the proposeO subdivision and respond to comments and questions provided by ihe planning Cbmmission. The comments provided to the Applicant by the Planning DepartmenGnd the Planning Commission as a result of the Sketch Plan Process will be kept on file in the Planning Department for 1-year from the meeting date before the planning Commission. lf an Applicant does not submit a Preliminary Plan application to the Plaining Department within the 1-year timeframe, the Sketch Plan file will be closed and the Applicant will need to reapply for a Sketch Plan review prior to a Preliminary Plan review. B) Preliminarv Plan Review (Section 4:00 of the Subdivision Regulations) 1. Purpose fne pgrpose of the Preliminary Plan review process is to conduct a thorough review of the many aspects that are associated with dividing land in Garfield Coun$ for the purposei of residential, commercial, and industrial development. This is the most intensive review step where the Buitding and Planning Staff, the Planning Commissiont and the Board of County Commissioners (BOCC)will conduct a thorough review of all the issues associated with the proposed subdivision against the County's regulatory requirements. Ultimately, the purpose of this process is to identify all the major issues in ine proposed subdivision by using the County's Zoning Resolution, Subdivision Regulaiions, Comprehensive Plan of 2OOO, as well as other state and local referral agJncies that will provide comments on any issues raised in their review. This is the process that will either approve or deny the application request. 4 o t 2. Applicabilitv nny inOiviOuat proposing a subdivision in Garfield County is required to complete the preliminary Plan ieview process as the second and most intensive step in Garfield County's Subdivision process. More specifically, Garfield County defines a subdivision as thsdivision of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or the use of any parcel of land for condominiums, apartments or other multiple-dwelling units, as further defined by Colorado state law. 3. Application / Submittal Requirements lnor@iminaryP]anReview,anApplicantmusthavealready completed the' Sketch Plan review process addressed in Section 3:00 of the Subdivision Regulations. An applicant requesting Preliminary PIan review will be required to submit this application form, all the required submittal information contained in Sections 4:40 to 4:g4 of the Subdivision Regulations as well as address all of the applicable Desiqn and lmprovement Standards in Section 9:00 of the Subdivision Regulations. ln addition to the substantive submittal information related to the proposed subdivision project itself, an applicant is required to complete all the public ngticp requirements so inai legat public hearings can be held before the Planning Commission and the BOCC which is addressed in Sections 4:20 - 4:31of the Subdivision Regulations. 4. Process / Public Hearinqs fne eretimin-ary etan rwiew process is considered a 2-step process because the application is uitimately reviewed by two County decision-making entities during public hearings: the Planning Commission who makes a recommendation to the BOCC. ln order to obtain dates for the public hearings before the Planning Commission and the BOCC, an applicant will have submitted all required application submittal requirements mentioned above to the Planning Department Staff. Once submitted, Staff will have 30 working days to review the application to determine if all the required submittal information has been submitted as required. 1f Staff determines that all the required information has been submitted, a letter will be sent to the applicant indicating the application has been deemed "technically complete." lt is at this point Staff will also indicate when the application has been scheduled to be reviewed before the Planning Commission / BOCC. Additionally, Staff will provide the applicant with the notice forms to be mailed, published, and posted. lf Staff determines that all the required information has not been submitted, a letter will be sent to the applicant indicating the application does not comply with the submittal requirements and therefore has determined the application to be "technically incomplete.' The letter will also outline the applications deficiencies so that the 5 applicant knows what additional information needs to be submitted' At this point' the appticant has 6 ,""in= (1g0 daysi to-prorioe t!1e.necessary information to the pranning Departmen-i toi"i.,.,.oy tn6'lppri,ition so that it may be deemed technically complete. lf the application has not .JJI ott'ed technically complete within this time' itie ipptication will be terminated' once the application has been deemed technically complete and a date has been established as to *n"n the Planni.g C;'itsion / BOCI will review the application' Staff will conduct', r""J ,." ,eri.*;'il;ppricali"n using the County's land use regulatory documeits inctuoing tne'zoning Reiolution, subd-ivision Regulations' and the Comprenensirl'dtrn ot zodo. l" ;ilii6", st'r will also consider referral comments provided from a ,"ii"rv "t rtai" ano ;;;i;G*ies who may also review.the application' As a result, Staff will write a Memorandum-on the proposed subdivision to the Planning commission / BOCC containing the results on the land use analysis' This Memorandum will also be furnished in "o'"n"e to the applicant prior to the public hearings. Plat Review As mentioned above, Staff makes.a recommendation to the Planning Commission and the BoCC regarding the issues ,"ir"iin"in" "n"r;,tit of the proposed subdivision' The Appticant wiil first propose th" Jgi;til.[:ine aanning commission who is responsible for making a recommendation of approval, approval with conditions' or denial to the BOCC. Next, tne apptication witt be reviewed by the BOCC during a regular pubtic n""ring' '[,L eOC5 ;iti consiOer the recomhendations from the planning Statf and tf,e Planning bom'i"ion, the information presented by the appticant, and the public. A:.".t..u]i'in"-eOCC is the final decision-making entity regarding tne propoled subdivision anO will either approve' approve with conditions' or deny the aPPlication' lftheBocCapprovesthesubdivisionapplicationatthepublichearing,theapproval shall be vatid for a period not to "r;;;i;;" tr i 1,""r from tne date of Board approval' or conditional approval, unless an extension of not moie than one (1) year is granted by the Board d;; t"'the expirai.n-oi in" period.oi uppto'al' (S9e. the specific information provrold -in section a,ia'oiin" subdivision iegurations.) Fottowing the hearing, staff will provide a.resolutio;;ig;"J by the eocc-which memorializes the action taken by the Board with any /-"ir "inoitions wnicrrwil be recorded in the clerk and Recorder,s office. once ,. .pprit.;f .h;i preriminau pran .approval, they are required to.orpi-"i"-tn"iniiO "nO i[5i tGp in tne Couniyis'subdivision Process: Final C)FinalPlatReview(Section5:00oftheSubdivisionRegulations) 1' Purpose '3 tha trinal Plat r to provide the applicant'with' a Hffi ?" Ij[,:'1fr: E|;J ffHy, 5i,i:'::igiil'I' Li "pp,o,"r i;q,ii"o d urins the preliminary plan revie* pro..i. nave been met i'root"tt"d to the satisfaction of the planning Staff and the 3OCC.Jnis being tne case' ihe chairman of the BOCC will 6 o sign the Finar prat and have it recorded memoria*zing the subdivision approval granted by the BOCC. rnis-islne last step in the county's subdivision process' ,^"frmproposing a subdivision in Garfierd county is required to complete the Finar plat review ffi#, ; tne tnirJ ,nJ tast step in Garfietd'county's Subdivision Drocess. More sp"cincatty, Garfield County defines a subJivision as the division of a lot' iract or parcel of [nO into't*o (2) o*no'" lot'' tracts' parcels or separate interests' or the use of any parcer of rand tor.onJorniniums, apartments or other murtipre-dwelling ,nit., ,t turthlrdefined by Colorado state law' ?; an Applicant must have already completgg lh" preliminary plan review process ;b;;==;a in section 4:00 of the Subdivision Regulations a An applicant requesting FinalPlat review will be required to submit this application form' a* the required .riritt"i information "ont"in"o in section 5:00 of the Subdivision Regulations and responses to all tne conOiiions of apfiovat required as part of the Preliminary Plan review Process' 4. Process The Final plat review process is.considered a 1-step process because the application is urtimatery reviewed by the euiroinJ'IiJFr"nning'siatr ano presented to the Bocc for their signature if the appri"?tign ,Itiin", a[ the iequireo submittar information to the satisfaction of the Building'and Planning Department' rf staff determines that ail the required information has been submitted, a letter will be sent to the applicant indicating_ ,n." lppri"rl"l nas ueen deemed "technically comprete.,, rt is 5i'ffiI #i;i sj;"Lwi* "rio indicate *n"n the apprication has been schedured to be presented to the gocc for signature. (This is not a pubric hearing or meeting anO tnerltore does not require public notice') rf staff determines that alr the required information has not been submitted, a letter will be sent to the appricant indicating i[" "nnq.ation.ooeinot comply with the submittal requirements "[I-in"r"tor" na!-oldrmineo tne -application -to .be "technically incomplete., Th; letter will "f.o outfin" tn" appticaiions deficiencies so that the appticant xno*r-*nli'.ooitionrl infoimation needs to be submitted' once the application has been deemed technically complete and a date has been estabrished as to when the Bocc'*iti r"ri"* tr6 rinai plat, staff will review the apprication l rinai pni; t6rms ot .o"qr".y to determin" it "tt the submittar information satisfies the Final plat requir"r.r,trli well as tne ilsponsgt t: the conditions of approval. During this review,.PJ.l r,iil to*.rd the rinat-itat the County Surveyor for review and a signature. ln the ;r;;i tn"r" ,t" "ooiiional questions.. or clarification issues to be adJressed, the Count, bu*"Vo'^yil ,g;n"rally contact the applicant to have the plat adjusted as n"."r."1.V'-Once' Statf fias completed the review and all required intor,,"tion n* U""n ,rffiitJ;iilriitir"tion of tne Plannins Department 7 I and the county surveyor has signed the Final Plat in Mylar form' it will be scheduled at the next BOCC m""iing !o 1e^ placed on the "on""ni agenda with a request to ;;thffi; in" cnritr"n Jt tn" Bocc to sign the plat' once the Final Plat is signed-, it.is then recorded by the county clerk in the clerk and Recorder's office;;;i;; "f Stt toithe first sheet anO -$to for each additional sheet thereafter. This fee shail be paid by ,n" "ppii*t. Tnis aa-oirecording the signed Final ptat represents tnJ .orpLlilrn of t-he er*iLro county Subdivision Process' prease refer to the specific ranguage in the Finar prat portion (section s:00) of the subdivision Resurations fo*p".in" i'i;r'#; r"ilooiill,'irr ittpdnsibilities required of G applicant to complete the Final Plat process' I have read the statements above and have Provi ded the required attached information which is correct and accurate to the best of mY knowl edge. JL 6-l-o Date (sig nature of a Last Revised : 1 1 121 l2Oo2 o 8 Please Note: general guide nnoutt is to be used as anted aboveinformation PreseThis ivision in Garfielda subdlicant consideringfor an aPP either Purchasepplicantmended that an aighly recomGountY. lt is h ion RegulationsSubdivisResolution andnty Zoningthe Garfield Gou them on{ine at:or access td r each of theirements foall the necessary requto ascertainin order Plan Review,liminarySketch Plan Review, Prethree stePs including and Final Plat Review' GARFIELD COUNTY BUILDING AND PLANNING DBPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted wilh application) GARFTELD COUNTY (hereinafter couNTY) unO lr)^* sl/k APPLICANT has submitted to COUNTY an application for Suldivisi , TI-IE PROJECT) Z. . AppLICANT understands and agrees that Garfield Counry Resolution No. 98-09, as amended' establishes a fee schedule for each type of subJivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and CouNTy agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ur""rtuin the full extent of the costs involved in processing the application. AppLICANT agrees to make payment of the Base Fee, established for the PRoJECT, and to thereafter permit additional costs to be bilied to AppLlcANT. 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 publicatign o1 cost of consulting service determined necessary by the Board of county corunissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fee. lf actual recorded costs exceed the initial Base Fee, APPLICANT shall pay additional billings to couNTY to reimburse the cOLINTY for the processing of the pRoJEcr mentioned uuou.. APPLICANi acknowledges that all billing shall be paid prior to the final consideration by the COI-INTY of any land use permit, zoning amendment, or subdivision plan. APPLICANT 1 J,t Signature Date:a oeI lrS I ls z llt tt,* Name t it, I 10/2004 ,L br.,' Page 4 Garli,eld Coun$ BUILDING & PLANNING DEPARTMENT Deric Walter, P.E. 923 CooPer Avenue, Suite 102 Glenwood SPrings, Colorado 81601 F{Et Creek Side Estates - Preliminary Plan March 11,2004 Mark Sills 111 Creek Side Drive Rifle, Colorado 81650 Dear Deric, SincerelY, C, Senior Planner As you are aware, the Garfield county pranning commission moved to continue the public hearing on your creek siae Bstates preliminary pr"" ffi"1ion on w-ednesday, March 10d" 2004. As per the commissioners motion (via staffre.o.*"oldution), re-notification will be required' Arso, this office will await your respons€ and submittal of all new information needed to be referred for review. It shall be i*ua"a in one (1) binder similar to yo,r current apprication submittal as to constitute a Compliant Application. e"tf'"t poi*, *9 *iU U" able to tind out referrals' set the meetrng date, and p;;J. y", with notices ro, pruri"ation and a new notice signto be posted on the O*"tlU property ROW by you the applicant' Do not hesitate to contact me in the event you have an1 guestions, or if there is anyhing that I can do to make your application review process go ^ t*oothly as possible' a,0 o 108 8th Street, Suite 201, Glenwood Springs' Colorado !16.01 (s\h) s4s-s212 (s70) 28s-7s72 Fax: (e70) 384-s470 CRi,:r'A..*##[ Garfi'eld CountY BUILDING & PLANNING DEPAR TMENT {Nnr* Savs January 21,2004 Deric Walter Boundaries Unlimited, Inc. 923 Cooper Avenue, Suite 102 Glenwood SPrings, CO 81601 Re: Creek Side Estates Preliminary Plan Dear Deric: Subdivision Regulations. Thank you for the additional information submitted to this office on January zodo ,zoofregarding the ..Creek Side Estates,, proposal. The purpose of this letter is to notiff you that the application has been deemed technically compliant.please understand that a determinatjon oftechnical completeness by this office shall not be deemed u ,"ro**"ndation of approval, finding^of adequacy of the application, or a finding of general compliance with any goul ot objective of the Garfield county The application wil be reviewed by staffand a staffreport will be generated and sent to you' The planning commission will discuss and t.ri"* the application at a public hearing which has been scheduled for the March 10r 2004 planning commissionagenda which begins at 5:30 PM. Review of this application *itt i" ,rh.drl.d beforJthe Board of County Commissionersonce the Planning Commission has made its recommendation to the Board' The Hearing will be held in the commissioners, Meeting Room ir trrr-c*neld county praz-aBuilding, 1og g* st., Glenwood Springs, CO 81601. As a matter of process, the planning commission shall hold an advertised public hearing on the proposed preliminary plan at a rgqurllv scheduled meeting ofthe commission. The Applicant shall be sorery responsible for the publication, por,i"g and mailing of all notices and shall present proof of publication and mailing at or before the meeting. If correct noticing requirements have not been met, the meeting caniot be held. Notice for the meeting shall be given as follows: l. Notice by publication, including the name o-f the applicant, descriptionof the subject lot' a description of the proposed subdivision and nature of the meeting, and the date' time and place for the hearing shall be given once in a newspaper of general circulation in that portion of the C"*ty i" ;[ich the srib5ect property is located at least thirty (30) but not more than sixty (60) days prior to the date sucir t .rting, and proof of publication shall be presented at hearing bY the aPPlicant' l0SSthStreet,Suite20l,GlenwoodSprings'Colorado81601 (s70) s4s'8212 (s70) 28s-7s72 Fax: (970) 384-3470 O I Walter PageZ , 2.Noticebymail,containinginformationasdescribedunderparagraph(1)above,shallbe mailed to all owners of record as shown in the County Assesior's office of lots within nuo hundred feet tzoolj oithe subject lot, all owners of mineral interest in the subject property, and all tenants of any structure propos"d for conversion to condominiums' at least thirty (30) but not more than sixty (60) aay. prio. io such hearing time by certified return receipt mail' and receipts shall be presented at the hearing by the applicant' 3. The site shall be posted such that the notice is clearly and conspicuously visible from a public right-of-way, wiiinotice signs proriJ.JUy the Planning Depargnent' The posting must take place at least thirty (30) but not *or" tt * ,i*ty (oo) days prior to the hearing date and is the sole responsibitity of the applicantto p*t'f't 'oti"", and ensure that it remains posted until and during the date of the hearing' I have enclosed the appropriate notice with this letter for the planning commission as mentioned above for your .orJ.-nil*e. This office also has the public notice "posting sheet" for your convenience for posting the notice on the property' please provide 2E copies of your complete apprication (with 25 reduced pran sets and 3 large sets) to this offrce no rater than Febrwy.lo, 2004. iti"ur" note, the planner who will work with you on this proposal w,r be Jim Hardcastle. In the evenryou shoid have questions, do not hesitate to contact this oflice Very tnrlY Yours, A. Jarman, AICP,Senior Planner 970.945.8212 o o File No. 0010023 SCHEDULE A Legal DescriPtion The Land referred to in this commitment is situated in the county of Garfierd, state of colorado' and described as follows: 4 A tract of land in Section 19, Township. 5 South-,-Tagr=, 92 west the 6th Principal Meridian' County of Garfield, ;i;i; oi'Coiooao, U"ing more particularly described as follows: BeginningatapointontheEastlineofthestateHighwayNo'325rightofway'beingalsoon the center rine of ="iJ i".tion 19, trom *r.,i"n the one o,i"rt"r cornJr for Sections 19 and 24 of said rownship and Range bears s;;ih'g9' 55,43,, East, 333.46 feet, thence along the iorna"ty of said Block 2, the following 7 courses: South 89"56'43" East, 1016'98 feet; South OO " 1 0'46" East, 763'22leeti #T;:;ffi'#r"::t'Ji.';J;::nsent curve to the ''"t*: 3Xl'{tt# l?:1Y,9",f,:Jf"' of 23, 4g'24' ," raO]rs of t Se.gt g, thE chord of which b 64.48 feet; 5. r,ro*n oo'11'39" East 192'56 feet; - ---:-- -- inarrrrrarr anore of 26" 2s'1g" 6. 260.szfeet along the arc ot a curv" to the left, having an inclu.ded angle of 26'25'19" a radius of 564.931 , the chord-oi which bears North i3' 01'OO" West' 258'22feet; 7 . North 26' 13'45" West, 410'83 feet; FormerlY described as: Lots 1,2,3,4,5 and common area Block 2 iiiJ'bi""x Ranch Subdivision First Filing - -^ - --, The Plat of which is iecorOed as Document No' 342516 Together with vacated Creek Side Drive 1. 2. J. 4. o L CREEK SIDE ESTATES OWNER & CONSULTANTS OWNER/APPLICANT PLANNER CNIL ENGINEER SURVEYOR ATTORNEY GEOTECHNICAL ENGINEER WATER AUGMENTATION MARK SILLS 111 Creek Side Drive Rifle, CO 81650 Ph: 970 625-0766 Fax: 970 625 0776 WESTERN SLOPE CONSULTING LLC 0165 Basalt Mountain Drive Carbondale,,CO 81623 Ph: 970-963-7172 Fax: 970-963-7172 BOI]NDARIES LTNLIMITED, INC. 923 Cooper Ave., Suite 102 Glenwood Springs, CO 81601 Ph: 970 945-5252 Fax: 970 384-2833 TUTTLE SURVEYING SERVICES 226Heather Lane Glenwood Springs, CO 81601 Ph: 970 928-9708 Fax: 970 947'9007 ROBERT M. NOONE 1001 Grand Ave Glenwood SPrings, CO 81601 Ph: 970-945-4500 Fax: 970-945-5570 HP GEOTECHNICAL,INC. 5020 County Road 154 Glenwood Springs, CO 81601 Ph: 970 945-7988 Fax: 970 945'8454 BILLIE G. BURCHFIELD, ATTORNEY P.O. Box 475 Parachute, CO 81635 Ph: 970 285-7990 Fax: 970 285-9104 TITLE INSURANCE COMMONWEALTH TITLE COMPANY 127 East5th Street Rifle, CO 81650 Ph: 970 625-3300 Fax:970 625-3305 l lt. I-t It i', ,|: Fl :1 i: ti]: APPENDIX B VIGINITY MAP, ASSESSORPS MAP' ADJAGENT OWNERSHIP L 'i :i T r: Ir:j i,],tt lr LI,l .; ,:;: rl l.- {ti L t I i I. r. li t,ti. : i' l t'1 , VICINITY MAP CREEK SIDE ESTATES VICINITY MAPDATE: s/s/os \PPLAT BOUNDARIES UNLIMITED, INC. 923 COOPEH AVENUE, STE.102 GI-ENWOOD SPBINGS, CO 8160I 970 (*5 5252 SCALE: 1" : 2000' 377 378 B [ilson Subiect Property 262 35.O0 t 552 263 26+ 11.673 Aa. 85.01 Ac. 212 237 No. 19E22+ 223 z F, $l FE u0.F{ *{ Garfield County Assessor's MaP 7131106 215 d 196 213 Owner's within 200 Feet of Mark A. Sills Parcel (No.2127 193 00 353) 1l I Creek Side Drive Rifle, Colorado 81650 Parcel No. 2127 192 00 378 HIORT, FREDERICK W JR & BARBARA J SOUTH CHANA RD HANA, IL 61015 Parcel No. 2127 193 00 262 pestnR, STEVEN G & RUDELLA R 3909 VIA MANZANA AN CLEMENTE, CA,92673 Parcel No. 2127 192 00 377 lcnreNnzuAR INC P O BOX 1969 zuFLE, CO 81650 Parcel No. 2127 193 00 263 fsrancv, EVA MARIE lo:es cn zst co 81650 Parcel No. 2127 193 00 352 lnonnrsoN, ANN cATHERINE 1829 HIGHWAY 325 co 816s0-9020 Parcel No. 2127 193 00 355 GENTRY, KIMBERLEY lro sox rosa lzurLE, co 8r650 Parcel No. 2127 193 00 356 GENTRY, CAROL L (49.08%) &. loenrue STAMPFEL FAMILY TRUST (28.38%) & lnonv ENTERPzuSES, LLC (22.s4%) P O BOX 312 lnrrLe, co 8r65 6-t9-03; B: tgAMiSCHENK/KEHsr /uEwrr\ rE !-ry SCHENKKERST & deWINTE& LLP- -e ienmrigp or PRoEtisIoI{ALcoBPoRATtoNs ATTCXNEYSATIAWIJOHNR..SCIENK DA}IKERST WIIUAMJ. dcWINIER'!tr CTROLYNM. STRAUTI'IAN Phil Hanis BOUNDARIES UNLIMIIED 923 Cooper Avenue, Suite 102 Glenwood SPrings' CO 81601 Re: Mark Sills/Creekside Estates Our File #10947 Dear Phil: interests: 302 EIGETH STRE6T. $)rIE3IO GI.ENW@D SPRII.IGS, COITnADO tl60l TELEPITNE gn)94r244t TELE@IER: (9?0) 9{'.24'() June l% 2003 Transmitted Via X'acsimile: 384-28ii3 b Atyourrequest,IconductedasearchoftherealestalerecordsalfectingthePrcpertyknown as Creekside Estates owned by Mark sifrs tiia."tiry,n" rorto."iog interested parties as to mineral Estate of Cecil Vernon 6 Charro Cotrt Santa Rosq CA 95401 Myrtle Scarrow 375 West 24thh Stre€t, Room 103 Riflc, CO 81650 Barrett Resources CorP, 1513 AraPahoe Street Tower 3, Suite 1000 Denver, CO 80202 EfEe Sa;T e, successols or as$gns Address(es) uoknown Let me know if you need anyhing firrther in this Y, F lbe t: l. i o cehu$lGtta .\1 ,Itl ,|l ll I. I I I ,I 1l'I I '. .i, ,: . . ;,. .i.,,i :"i- , i.l ..ir, il ,,i, :. .11"'1 'ii. '' li, I :-:.. ;ii APPENDIX G TITLE GOMMTTM WITII PROPERTY D roH i' ,i rl 'i I ,],''[.i.,1 :.,i t. 1. ', i :'i ,.,'i,', .t i i :,., ij ,l ,tit." ,.! ' 1, i.,.1:' : ,l: ..i li.,-, i '. ,i ,,''ll 'i 'I iri.i ! i i. li,,', i ''tt )',]: .) : l . ,. , ,:j i ti"i r l::.ii rirIl ,;i.,, r.i1 ' f;i li. {r. I 1 il I .: ,t 1,', !l Commonwealth Title Company of Garfield County, Inc. 127 E.5th Street / P.O. Box 352 Rifle, CO 81650 Phone (970) 625-3300 / Fax (970) 625-3305 803 Colorado Avenue Glenwood Springs, CO 81601 Phone (970) 945-4444 I Fax(970) 945-4449 To: Attn Date: July 20,2006 Empty Enterprises 898 Highway 133, Suite 303 Carbondale, Colorado 81623 Tom Phone Fax Re: Mark A. Sills Thank you for your order. Enclosed please find the following in connection with our File No.0607037: tr Commitment tr Title Policy tr Endorsement tr Tax Certificate Other Copies Sent To Mark A. Sills COMMITMENT FOR TITLE INSURANCE SCHEDULE A File No. 0607037 l. Effective Date:July 11,2006 at 7:59 AM 2. Policy or Policies to be issued: (a) ALTA OWNER POLICY (ALTA t0-17-92) Proposed Insured: (b) ALTA LOAN POLICY (10-t7-92) Proposed Insured: ) $0.00 The Estate or interest in the land described or referred to in the Commitment and covered herein is Fee Simple and is at the effective date hereofvested in: Mark A. Sills 4. The land referred to in this Commitment is situated in the County of Garfreld, State of Colorado and described as follows: See Attached Exhibit "A" TITLE CHARGES COUNTERSIGNED American Land Title Association Schedule A (Rev'd 6-86) Informational Only Commitment Owner's Within 200 Feet $3s0.00 $75.00 Issuing Agent: Commonwealth Tltle Company of Garfield County, Inc 127 East 5th Street Rifle, CO 81650 t(2L) L.(l Authorized Officer or Agent Valid Only if Schedule B and Cover Are Attached 5. Thepolicytobeissuedcontainsanarbitrationclause.AllarbitrablematterswhentheAmountoflnsuranceis$l,000,000.00orlessshall bearbitratedattheoption of eithei the Company or the lnsured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at httD://www.alta.ore File No.0607037 EXHIBIT ''A'' A parcel of tand situated in Lot 3, of Section 19, Township 5 South, Range 92 West of the 6th Principal Meridian. GaifietO County, Colorado, formerly known as Lot 4, Block 2, Rifle Creek Ranclr Subdivision, First Filing, as platted arrd filed in the Garfield Clerk and Recorders Office, said parcel of land being more particularly described as follows: Beginning at a point on the East West Centerline of said Section I 9, whence the West '/o Corner of said Section I 9 bears North 89o56'43" West 1 OZO.44 feet, said POINT OF BEGINNING also being the Northwest Corner of said Lot 4, Rifle Creek Ranch Subdivision; thence South 89o56'43" East 330.00 feet; thence South 00o10'46" East 275.00 feet; thence South 8l o46'35" West 275.68 feet to a point on the cul-de-sac of Creek Side Drive as shown on said Rifle Creek Ranch Subdivision Plat; thence along said cul-de-sac and99.44 feet alongthe arc of a curveto the left havinga radius of 45'00 feet, the chord of which bears North 50o18'47" West 60.33 feet; thence leaving said cul-de-sac North 02o24' 10" West 276.46 feet to the POINT OF BEGINNING. TOGETHER with a 60.00 foot Access Right of Way, also situated in said Lot 3 of Section 19, Township 5 South, Range 92 West of the Sixth Principal Meridian, being 30.00 feet on either side of the following described centerline. Beginning at a point on the Southerly right of way of State Highway No. 325 whence the West 1/4 Corner of said Section l9 bears North 36o10'46" West 970.04 feet; thence 75.11 feet along the arc of a curve to the left, having a radius of 126,32 feet,thechordof whichbearsNorth 73"09'39" East74.00feet;thenceNorth 56o07'39"East ll5.6l feet;thence 283.83 feet along the arc of a curve to the left having a radius of 354.05 feet, the chord of which bears North 33o09'39" East 276.29 feet; thence 181.38 feet along the arc of a curve to the right having a radius of 1'73.21 feet, the chord of which bears North 40o11'39" East 173.20 feet; thence North T0oll'39" East 33.54 feet to the centerline of a cul-de-sac having a radius of 45.00 feet. The Right of Way as described is formerly known as Creek Side Drive located in said Block 2, Rifle Creek Ranch Subdivision. File No. 0607037 SCHEDULBB-SECTIONl The Following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument recordedsubsequenttoth;datehereofmayappearasanexceptionunderScheduleBofthepolicytobeissued. Unlessotherwise noted, all documents must be recorded to the office of the Clerk and Recorder of the County in which said properfy is located. L Note: This is an Informational Only Commitment and no Policy will be issued. NM6 American Land Title Association Commitment Schedule B - Section I - Form 1004-5 File No. 0607037 SCHEDULEB-SECTION2 Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the company: L Rights or claims of parties in posscssion not shown by the Public records. 2. Easements, or claims oleasements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area" encroachments, and any facts, which a correct survey and inspection ol'the premises would disclose, and which are not shown by the public records. 4. Any tien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, Iiens, encumbrances, adverse claims or other matters, ifany, created, first appearing in the public records or aftaching subsequent to the effective date hereofbut prior to the date the proposed insured acquires ofrecord for value the estate or interest or mortgage thereon covered by this commitment. 6. Any and all unpaid taxes, assessments and urlredeemed tax sales. 8. 9. Any lien or charge on account of the inclusion of subject property in an improvement district. Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded April I 5' 1963 in Book 348 at Page 340. I 0. Reservation of a one-half interest in and to the mineral rights as reserved by Effie Sayre in deed recorded February I , I 954 in Book 275 at Page 34 and any and all interests therein or assignments thereof. I l. Undivided one-fourth interest in and to all oil, gas and other minerals together with the right to mine, drill for and otherwise remove the same upon payment of surface damages as reserved by Cecil Vernon in deed recorded March 9, l96l in Book 332 at Page 598 and any all interests therein or assignments thereof. I 2. Reservation of an undivided one-eighth interest in all oil, gas and other minerals with the right to mine, drill for or otherwise remove the sameuponpaymentofsurfacedamagesasreservedbyW.F.ScarrowandMyrtleE.scarrowindeedrecordedMarch3, l969inBook400 at Page 163 and any and all interests therein or assignments thereof. 13. StipulationscontainedinrulingofrefereeintheDistrictCourtinandforWaterDivisionNo.5,ApplicationNo.8lCW56recordedJune 21, 1990 in Book 781 atPage195. 14. Non-exclusive right to use utility e asements shown on the final plat of Rifle Creek Ranch Subdivision First Filing as conveyed to Roben N. Caliva and Katheryn P. Caliva in deed recorded July 3, 1990 in Book 782 atPage 823. 15. Terms and conditions of cooperative agreement for permanent damage prevention fencing by and between the Division of Wildlife and Ann C. Robinson recorded April 7, 1993 in Book 858 at Page 875, I 6. Reservation on a non-exclusive easement described in Deed recorded January 12, 1999 in Book 1 1 08 at Page 446. I 7. Easements for maintenance and repair purposes and erms, conditions, and all matters set forth in Water Rights and Easement Agreement as more particularly described in instrument recorded April 9, 2003 in Book 1456 at Page 473 and in Supplemental Agreement recorded May 26,2006 in Book 1804 at Page62. 18, Deed of Trust from Mark A. Sills to the Public Trustee of Garfield County for the use of People's Choice Home Loan, Inc., showing an original amount of $499,000.00, dated May 2l ,2004 and recorded June 3, 2004 in Book I 593 at Page 482. (Continued) NOTE: EXCEPTION(S) N/A WILL NOT APPEAR IN THE POLICY TO BE ISSUED HEREUNDER. The Owner's Policy of Title insurance commined for in this Commitment, if any, shall contain, in addition to the ltems set fonh in Schedule B - Section 2, the following items: ( I ) The Deed of Trust, if any, required under Schedule B - Section 1 . (2) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. (3) any and all unpaid taxes, assessments and unredeemed tax sales. American Land Title Association Commitment ScheduleB-Section2 Form 1004-12 File No. 0607037 SCHEDULEB-SECTION2 (Continued) 19. TermsandconditionsofOil andGasLeasebyandbetweenMarkSills,asLessorandApolloEnergy,LLC,asLessee,recordedAugust9 2005 in Book I 7 I 5 at Page 62 and any and all interests therein or assignments thereof. 20. Easement granted to Doby Enterprises, LLC and terms, conditions and all matters set forth in Agreement recorded May 26,2006 in Book 1804 atPage 62. INFORMATIONAL NOTES This is to advise that CoMMoNWEALTH TIrLE INSURANCE COMPANY makes available to its prospective insured owners, in conjunction with their coMMoNWEALTH TIrLE tNsuRANCE COMPANY policy covering a single family residence, including a condominium or townhouse unit, protection against mechanics' liens This protection is not automatic nor given in all cases, but is suuject to the company's undeivriting requirements, and does not cover those liens which arise out of work contracted for or entered into at the request 6t tne insured owner. These underwriting requirements include, but may not be limited to, the following: 1. Receipt by the Company of agreement(s) indemnifying it for any loss resulting from its granting of lien protection, executed by the seller, contractor or others who might have incurred debts which could result in mechanics'liens; 2. lnformation concerning the solvency and whereabouts of the parties set forth in ltem No' 1' possibly including financial statements; 3. Evidence of payment of any bills which might have been incurred for work done on the property, depending upon the length of time etipseO iince tne last work was completed and what remains to be done; 4. ln the event of extensive recent constructions, whether on all the improvements located upon the property or not, additional items required may includ.e: (a) the Company's review of the owner's and/or builder's history relative to - construction projects ' previously completed or presently under construction; (b) review of the construction loan agreement if applicaUte; (c) review of any performance or materialmen's bonds concerning this consiruction, if applicable; (d) payment of in" "ppropriate charge for mechanics' lien protection during construction' if applicable' This is also to advise that, pursuant to Regulation of the colorado lnsurance commissioner, every title entity shall be responsible for all matters which appear of iecoro prior to the time of recording, and subsequent to the effective date of the commitment, whenever the tile entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed. Ttis does not include those matters created, suffered' assumed or agreed to by the insured. rne frospective insurp,ct is advised to inquire of the closing entity as to whether it is an office of CoMMoNWEALTH TIrLE INSURANCE COMPANY or is an independent agent which will be the responsible entity relative to the closing only. ;;;;;- lf Schedule B of your commitment for an owner's tiile policy reflects an exception for mineral interests or leases' pursuant to CRS 10-1 1-123 (HB 01-1088), this is to advise: a) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and b) That such mineral estate may include the right to enter and use the properly without the surface owner's permrssion' pursuant to senate Bill 91-14 (CRS 1O-1 1-122) Notice is hereby given that: a) The subject real property may be located in a special taxing district: b) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent; c) lnformation regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. NOTE: A Tax certificate will be ordered from the County Treasurer by the Company and the c'osts therefore charged to the proposed insured unless written instructions to the tontrary are received by the company prior to the issuance of the Title Policy anticipated by this commitment. COMMITMENT FOR TITLE INSURANCE rssued by Commonwealth Land Title lnsurance Company Dr\ LandAmericaE Commonwealth Commonwealth Land Title lnsurance Company is a member of the LandAmerica tanily ol title inswance ,Lnderwriters Commonwealth Land Title lnsurance Company, a Pennsylvania corporation, herein called the Company, for a valuable consideration, hereby commits to issue its polity or policies of title insurance, as identified in Schedule A, in favor of the proposed lnsured nrr"J in S"nrJrf" n, ri owner'or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums anO charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof This Commitment shall be effbctive only when the identity of the proposed lnsured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate 120 days afler the effective date hereof or when the policy or policies committed for shall be issued, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, COMMONWEALTH LAND TITLE INSURANCE COMPANY hAS CAUSEd itS COTPOTATE NAMC ANd SCAI to be hereunto affixed by its duly authorized officers, the Commitment to become valid when countersigned by an authorized officer or agent of the ComPanY. COMMONWEALTH LAND T]TLE INSURANCE COMPANY il,* I UJA /^ I 2 Attest: PA3 ALTA Commitment - 1966 Cover Page Form 1004-8 By: Secretary President Conditions and StiPulations The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument lf the proposed lnsured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting ihe estate or interest or mortgage thereon covered Oy this Commitment other than those shown in Schedule B hereof,ind shallfailto disclose sucn fnowledgeto the Companyin writing, the Company shallbe relieved from liability for any loss or damage resulting from any act oi reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. litne proposed lnsured shall disclose such knowledge to the Company, or if the Company otherwise acquires actJal knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule-B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. Liability of the Company under this Commitment shall be only to the named proposed lnsured and such parties included under ihe definition of lnsured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply-with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to icquire or create the estate or interest or mortgage thereon covered by this Commitment ln no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or folicies committed for in favor of the proposed lnsured which are hereby incorporated by reference and are made a parl of this Commitment except as expressly modified herein. Any action or actions or rights of action that the proposed lnsured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 4 ORIGINAL APPENDIX D PRELIMINARY PLANS 4 SIIEETS,({ t tt'|?il} 1. ll1: t' II ILi Lir l I I : ' ,!i, ,11 111.{h. ./ilrfl ,r_'li. ir.*dlt[. lirffiiii' + Ilt -1,i' !, --{1;'. ' !i:rll,.,,. 1,.,-,:1.i.ti).:..,: rt .: ,r. i.lr '7,difr:r, .; 'rr;:,:'. , ,!,:'i': ,,.., . :'. \,' ,, -l. t;,, '. "r'1,;l':';iii.'s:,'.J'f;..,. ''[111 i Irli " .-ri;. i., ;,j :.'- rl ir'7i;;:,-j. .'. '',', ,,r''. ',:r; ' : ,. i, " ''. ;,1,'i' .,:,i,, :;1 . I '' ,4.i I :,,i l I i li i l ]J ?Wrt PLAT ESTATESCREEKIDE CREEK RANCH S UBDIVISION, FIRST FILING N OF LOTS 1 THROUGH 5 AND COMMON AREA,BLOCK 2, RIFLE HIP 5 SOU TH, RANGE 92A RESUBDIVISIO L OF LAN D IN LOT 3,SECTION 1.9, TOWNSA PARCE THE 6TH P. M. 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BERE ffiING PRESE ilEEOS A80!€, AMffi rc E PEq^L CSSruCnS. uN. 2-F ftffiAS[] CUE HMNES A otT M HP€6' 8AD (urr.) {t Bo EOmffiuf, 2-F a-ocxa/ Moffi(sEMT FMMGEA) rcE EqISOMEqJStqlor fr. \ERTICAL BEND ANCHOR DETAIL filgffire..+4.H.@(RI*rwsrxa$2}ilIMMMMMTDffiGsatmoN@TAffid l€ ffi 2ESr '|@EESffi AUTOMANC AR RELEASE DETAIL WTHIN PAVED AREAS f,t3 N["E NUMSER CREEK SOE o ffiat No unur NoE ffimcrffiw MUT e9E TYPICAL POND CROSS SECNON AND DRY HYDRANT DETAIL f,T-S E@rc MAMA aqo tfi flTO rl , ':. l;! rii ;tjii I ;i )"\ 1 I r'.I -r ;i.ilI lLi i r 'li ..i. ,ii i" lr ..: .r I{ t, : ir, -i:, i tiiili. ' , APPENDIX E D@iltE$TlG WATER SVATEm, IRBIGATIOII AN D AUGffi,]ITATilO]'I ,,1 ,r) .ll i,,,, '.;. '' 1. i. i,,i 'li .,i 'i' !, i:i I. t.l .i:. i. l f; s"l.',i'':": i a . . t:;li :t, .r, I ,l li : r' .. r r,i ,i CREEK SIDE ESTATES DOMESTIC WATER SYSTEM, IRRIGATION & AUGMENTATION For legal water supply see the attached letter by Noone Law Firm dated July 25,2006 A common design assumption is that a typical residence uses 350 gallons of water a day. For 6 single-family residences this would result in a total daily demand of 2,100 gallons at build out. This would require less than 2.4 hours of pump time at 15 gpm (one well), or for the 6/30 share of 30 gpm, would require a pump time of 7.0 hours. The water is stored in an existing 6,000 gallon domestic water storage tank, located in an easement near the southerly edge of the property, where it is also chlorinated and pumped with existing facilities into a 3" and 2" pipeddistribution system. At 2,100 gallons of potable water per day and 350 gallons of irrigation water per day, this tank will provide up to 2.4 days of ,to.ug". This system currently serves the existing residence. The existing distribution pipe will be replaced with a new looped 4" distribution main and one inch or larger services will be installed to serve each new lot. The well will have to pumped at a rate of approximately 15 gpm for 2.72 hours to meet the average daily demand. Water quality analyses of one of the wells has indicated high levels of aluminum, hardness, manganese, sulfate, selenium and total dissolved solids. Aluminum, hardness, manganese, sulfate and total dissolved solids are secondary EPA drinking water standards which affect taste and color. Selenium is a metal classified by the EPA as a Phase II Inorganic which when ingested in excess quantities may lead hair and fingernail changes; damage to the peripheral ,*orrs system; fatigue and irritability; or kidney and liver damage. Removal of selenium is performed through reverse osmosis (RO) or waster distillation. RO is the more cost effective iolution. RO typically requires a waste production of 25% to 50o/o more water than is need. Therefore, treatment of the full 2,100 gallons of per day through a central facility would result in 525 to 1,050 gallons of concentrated waste water that would have to be returned back to the groundwater. Since selenium is regulated for drinking water, then treatment is only necessary at Orirt i.rg sources, such as kitchen faucets, drinking faucets or ice makers. A typical residence requires 10-25 gallons of water per day to meet these needs. Through the use of individual RO systems the amount of concentrated waste could be reduced to 7 to 13 gallons per day per residence (42 to 78 gallons for the subdivision) which could be returned to the groundwater through each individual sewage disposal system. The impact to the environment would be significantly less by using individual RO treatment systems instead of a central treatment facility Each individual lot owner will be responsible for individual testing and in-house treatment of their potable water. There will be a separate 30,000+ gallon storage tank located between Lots 4 & 6 to provide fire protection water. This tank will be filled with excess runoff irrigation waters prior to the irrigation season and maintained with junior water rights as they may be available or with well water during the shoulder seasons, if necessary. Tr+n NooNE Law Frmvr ATToRNEYS RoeERr M. NooNE rmn@noonclarv.com CHRISTINA R. SLoAN crs@noonclarv.com A PRorrssroN AL CoRpoRer:oru 'I OO1 Gneuo AvENUE, SunE 2O7 P.O. Box 39 GrgNwooo SPRrNcs, CO a1602 TELEPHoNE: (97 O 94545OO FAcslMrLE: (970) 9455570 ToLL FREE: (8OO)81 +1 559 PARALEGAL DARCIE L. BECKMAN dlblOnoonclarv.com July 25,2006 Mark Sills 111 Creek Side Drive Rifle, CO 81650 Re: Legal and Physical Water Supplyfor Creek Sicle Estates Subdipision Woter Rights Case 04CW99 Dear Mark: At your know, we have represented you in connection with the development and adjudication of a physical and legal water sup1ly for your Creek Side Estates subdivision near Rifle, Colorado. Creek Side Estates (the "Subdivision") will be a residential subdivision of six (6) residential lots on 15.37 acres of land owned by the Applicant. The lots range from 2.02 to 3.08 acres in size. The proposed subdivision is adjacent to State Highway 325 (Porcupine Creek Road), approximately four (4) miles north of the City of Rifle. This parcel of land is located in a portion of Section 19, Township 5 South, Range 92 West, of the 6tn P.M. You have requested that we supply a letter describing the source physical water supply for the subject property which will require water for in-house domestic uses for six (6) single family dwellings, livestock watering of up to six animals, inigation of up to 00.067 acres of lawn and gardens (485 sq. feet per dwelling unit), fre protection and pond evaporation and the status of the legal proceedings pending in Division 5 Water Court, Case 04CW99, which will result in the issuance of a final water rights decree affirming the legal status of the Subdivision's water supply. Physical Water Supply: The Subdivision's water supply will be served [l diversions through the Sills Well No. 1, which has been issued Permit No. 266691 by the State Engineer's Offrce. The Sills Well has been tested and its water quality and yield are adequate to meet the needs of the Subdivision. See the Colorado Department of Public-Fealth and Environment's Drinking Water test results and Well Test Report of J&M Pump. Inc., attached. Out of priority depletions associated with the claimed uses will be augmented with your consumptive use credits confirmed by the Court in Case No. 8lCW56. The dry-up of historically inigated lands that provides your comumptive use credits has been completed. In addition to the Sills Well No. l, the Subdivision will also be served by the Sills Pond, which is being adjudicated for fish culture, Iivestock watering, fire protection, irrigation, and augmentation purposes. Legal Water Supply: There is now pending for entry a final water rights decree before Diuisio-s 5 in _Case_ 04CW99 All been resolved and the final decree is awaiting signature by the Referee and the Water Judge. We expect the decree to be made final with in the next thirty to fort-five days. The final decree now awaiting the signatures of the Referee and Water Judge is enclosed. From the foregoing, it is this firm's opinion ttrat the Creek Side Estates application is fully consistent with C.R.S. $30-28-133 and $4.91 of the Garfietd County Subdivision regulations. Please do not hesitate to contact me should you have any questions or should you wish to discuss this matter fi.uJher. Very truly yours, TIIE NOONE LAW FIRM By: Robert M. Noone RMN/db Enclosures LGAEutIJ-C. Febnary 9,2006 Page 2 of 2 --- and bthei partie-s in DISTRICT COURT, WATER DIVISION 5 Garfield County Courthouse 109 8tl' Street, Suite 104, Glenwood Springs, CO 81601 (970) e4s-s07s CoucenNrNc THEAppLrcATtoN poR WATER Rlcnrs or: In Garfield County, Colorado A COURTUSEONLY A A t t or neys fo r App I icant : Robert M. Noone, #12452 Christina R. Sloan, #36041 THE NOONE LAW FIRM 1001 Grand Ave., Suite 207 P.O. Drawer 39 Glenwood Springs, CO 81602 Telepho ne : (970) 945-4500 Facsimile : (970) 945-5570 CaseNo.04CW99 WerpnDrv.5 FINDINGS OF FACT, CONCLUSIONS OF LAW, RULING OF REFEREE, JUDGMENT AND DECREE This claim has come before the Water Referee on the Application for Conditional Underground Water Rights, Conditional Storage Rights, and for Approval of Change in the Plan for Augmentation of Mark Sills. The Water Judge referred the Application to the undersigned as Water Referee for Water Division No. 5, State of Colorado, in accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973, known as the Water Rights Determination and Administration Act of t969. The undersigned Referee has made such investigations as are necessary to determine whether or not the statements in the Application are tue, has become fully advised with respest to the subject matter of the Application and its attachments, and has consulted with the Division Engineer for Water Division No. 5. The Referee hereby makes the following determination and ruling as the Referee in this matter. I r. FrNprNGs oF FACT The Applicant filed his Application on June 30,2004 and amended iton July 26, 2005_ 2. The statements in the Application, as amended herein, are true. ManxSrrr,s - 3. Name, address and telephone number of Applioant: Mark Sills 111 Creek Side Dr fufle, CO 81650 (970) 98e-0000 c/o Robert M. Noone Christina R. Sloan P.O. Drawer 39 Glenwood Springs, CO 81602 (970) 94s-4s00 Doby Enterprises, LLC filed a Statement of Opposition with the Court on August 15,2005. The Parties have reached a Stipulation and Agreement, which was filed with the Court on April 28,2006. No other Statements of Opposition were filed, and the time for filing such Statements has passed. II. APPROVAL OF'CLAIM FOR CONDITIONAL UNDERGROI]ND WATER RIGHTS 5. Name of Structure: Sills Well No. 1 a. Legal Description of Location of Dam: The well is located in the NWI/4 SWl/4, Sec. 19, T.5 S., R.92 W., 6t P.M.; 1890 ft. from the S. line and 4263 ft. from the E. line of Sec. 19. b. Source: Rifle Creek, tributary to Colorado River. c. Depth: 150 feet. d. Date of Appropriation: July 26,2005. e. How Appropriation was initiated: By field investigation and formation of intent to appropriate water. f. Date Water Applied to Beneficial Use: Nia. g. Amount Claimed: 15 gpm, conditional. h. Use: Domestic use inside six (6) single family dwellings, livestock watering *ruroir rrc REFEREE CASE No.04cw99 MLRKSILLS PAGE2 of 10 4 of up to six animals, inigation of up to 00.067 acres of lawn and gardens (485 sq. feet per dwelling unit), fire protection and pond evaporation. or will be located. upon which water is or will be stored. or upon which water is or will be placed to beneficial use: Applicant. VAL OF CLAIM FOR CONDITIONAL STORAGE WATER RIGT,TTS Sills Pond A.The center of Sills Pond No. 1 will be located in Section 19, Range 92 West of the 6'r' P.M., at a point 840 feet from the5 South, West Section line andZLTO feet from the South Section of said Section 19. \ Source: Sills Well No. 1, runoff, and return flows, all of which are tributary to Rifle Creek, tributary to Colorado River, Apbropriation Information: Date of Aopropriation: July t,2002 How Appropriation was Initiated: By field investigation and formation of intent to appropriate water for beneficial uses. I 1) i i I2)i F/8o $ E. N/A Amount Claimed: 0.16 AF,\s Use: Fish culture, livestock watering, fire protection, lawn and garden irrigation, and augmentation purposes described herein and the right to fill and refill said pond whenever water is available in priority or at such times as any out-of- priority depletions are offset by implementation of the augmentation plan. 1) If lrigation. Complete the Followine; a. Total number of aues Proposed to be L:igated: 00.067 acres of lawn and gardens The surface area of hieh water line: 0.06 acres 1) Maximum heigbt of dam: 9.9 feet F RtrLtNcJrrnu ouor*u CASE No.04cw99 MARKSILIS PAGE 3 of l0 (50,000 G 2) Leneth of dam in feet: 100 Total Capacitv of Reservoir in A.F.: 00.06 a.f. 1) Active Capacity: 00.06 a.f. 2) Dead Storaee: 0,0 a.f. H. Name and addrCss of the. owner or reputed o*ner of land upon which anv new ,""trai"e r""difi"d : Applicant IV. APPROVAL OF CIIANGE IN PLANJ:,'OR AUGMENTATION 6. Name of structures to be Ausmented: sills wellNo. I and silts Pond No. 1 7 Description of water Riehts to be used for Auementation: Diversions through the Sills Well No. 1 will be augmented by utilizing Applicant's ownership interest in 6/30ths of the historic consumptive use credits confrrmed by the Court in Case No. 81CW56 based on the May 11, 1889 decree in Civil Action No. 103, awarding to the Rifle Creek Canyon Ditoh, Structure No. 5, 4.0 c.f.s., absolute, with an appropriation date of March 10, 1883. 8.Statement of Plan for Auementation: Out of priority depletions associated with the claimed uses will be augmented with Applicant's consumptive use credits referenced above, and the new Sitls well No. I witt provide water for the uses claimed herein and will be operated as a separate water supply system independent of the Kay's Korner Well Nos. I and 2 supply system decreed in Case No. 8lCW56. Pursuant to C.R.S. g 37-90-137, Applicant applied for a residential well permit in June 2005. The dry-up of historically irrigated lands that provides Applicant's consumptive use credits has been completed. See Exhibitl, Dry-Up Map. Applicant's land is comprised of Lots I through 5 and common Area, Block 2, Rifle creek Ranch subdivision. This parcel was originally owned by Ann c. Robinson at the time of the 81cw56 decree, later bought by Patricia and J.c. owens, and then later sold to the Applicant. As of 2000, J.C. owens had dried up 2'83 acres of common area and approximately .75 acres of road known as the creek Side Drive, which represents the approximately 3.58 acres for which the Applicant is responsible under the 81CW56 decree. ^uuroJrrru REFEREE CASE NO. O4CW99 MARKSILB PAGE4 of l0 A.Water Demands and Depletions: Applicant's 6/30ths of the consumptive use credits equals 0.786 AF per year. The annual consumptive use attributable to Applicant's new uses equal 0.7353 AF and occur as listed in the following-Table 1 : Total c. u. *o* c.u. for evap. Losses 0.06 **** C.U. for Irrigation 0.067 Ac All numbers in Acre Feet (AF)/lVIonth C.U. Credits from Original C.U. Credits from 6/30'h * C.U. for 6 domestic ** c.u. for 6 head of Iivestock u.l vl,*Ittrril-ssL--DUIIAUE acre January 0244 0.007 0.007 February .02M 0.007 0.008 March .0244 0.007 0.0r2 April 0.14 0.028 -0244 0.007 0.020 0.0047 Mav 0.7s 0.1 50 .0244 0.007 0.027 0.025s June 0.95 0.190 .0244 0.007 0.033 0.0322 July 0.89 0.r 78 .0244 0.007 0.034 0.0302 August 0.57 0.i l4 0244 0.030 0.01940.007 September 0.49 0.098 0244 0.007 0.023 0.0 r 68 October 0.14 0.028 0244 0.007 0.0r 6 0.0047 November .0244 0.007 0.009 December 0244 0.007 0.007 0.786 0.2928 0.084 0.22s 0. r 335 0.7353 Table 1. Co rl Creekside Estates. Domestic C. U, based on 350 gallons per uniVday assuming occupancy of 3.5 persons using 100 gal.lday, with l5% C.U. with septic tanks and leach fields Livestock C.U. based on 15 gallons per dayftread with t00% C.U. Evaporation losses based on those shown in Paragraph I above Lawn & Garden C.U. based on 1.99 AF/A rather than I .68 AF/A in original 8l CW56 Decree B.Lagged Depletions. A Glover well depletion analysis - based on a distance between the well and Rifle Creek of 150 feet, a no-flow boundary located a distance of 670 feet from Rifle Creek, and an estimated aquifer transmissivity of 10,000 gpd/ft - shows that pumping of the Sills Will No. I is distributed monthiy based on the proportions shown in the following Table 2: Table 2: Glover WeU 9. Remarks: Applicant executed covenants, as required by Section 8B of the nruroJrrrc REFEREE CA\ENo.04CW99 MARKStLtS PAGE 5 of I0 *{. **'* *,t rtr* Month I 2 3 4 5 6 7 TOTAL olto "h 8s.6s 9.66 3. l6 1.03 0.34 0.11 0.0s 100.00- 10. 8lCW56 decree that limits water use to domestic use, stockwatering of one head of livestock per iot, and inigation of no more than 1,000 square feet per lot. ^See Exhibit B, Creekside Estates Covenants. Names and addresses of owners or reputed owners of the land upon which anv new diversion or storage structure. or modification to anv existing diversion or storage structure is or will be constructed or upon which water is or will be stored. including any modification tp the existine storaee pool: Applicant. 12. v. I 1. The fbregoing Findings of Fact are fully incorporated herein. Timely and adequate notice of the Application was properly given as required by law, and the Court has jurisdiction over the subject matter of this proceeding and over all persons and water rights affected thereby, whether they have appeared or not. See C.R.S. Q37-92-302. 13.The Application is complete, covering all applicable matters required pursuant to the Water Rights Determination and Administration Act of 1969, C.R.S. $$ 37- 92-302-602 and the Applicants have fulfilled all legal requirements for issuance of the requested decree for conditional water rights and plan for augmentation, including the requirements of C.R.S. $$ 37-92-103(9),37-92-302(1) and (2), and 37-92-30s(8). t4.The Applicant has established that water can and will be diverted under the subject conditional water rights and will be beneficially used, and that this water supply project can and will be completed with diligence and within a reasonable time. 15 The water rights described and decreed herein will not result in any injury to the owner of or persons entitled to use water under a vested water right or a decreed conditional water right, if operated in accordance with this Judgment and Decree. 16.The Court has given due consideration to the Report of the Division Engineer/Summary of Consultation, prepared on February 2,2006, filed herein. vL RriLrNG OF THp, REFEREE t7 The Referee, having examined the information submitted by the Applicant and having completed the investigations necessary to make a determination in this matter, does hereby grant: R',NGir-rr, *nu, CASE No.04cll/99 MARK StLLs PAGE6 of t0 A. B. C. The application for groundwater rights described herein. The application for storage rights described herein; and The change in the plan for augmentation described herein. The Applicant shall install measuring devices, provide accounting, and supply calculations regarding the timing of depletions as required by the Division 18. 20. 19 21. 22. for the of this The Apolicant shall a an lvtston by November 1 under this plan. of each year summanzing diversions and replacements made Pursuant to C.R.S. $37-92-305(8), the State Engineer shall curtail all out-of- priority diversions, the depletions from which are not so replaced as to prevent injury to vested water rights. The Applicant shall divert water for the proposed uses identified in his Application only through the Sills Well No. I. Wel[ permits issued pursuant to C.R.S. $ 37-90-137(2) and thls plan for augmentation must be obtained prior to the construction and/or operation of the subject wells pursuant to this plan. In consideration of the specific findings and conclusions made herein, and in conformance with C.R.S. g 31-92-304(6) (1990), as amended, the plan for augmentation decreed herein shall be subject to reconsideration by the Water Judge on the question of injury to the vested water rights of others for a period of five (5) years after the plan for augmentation becomes fully operational. If no petition for reconsideration is filed within said five (5) years, retention of jurisdiction for this purpose shall automatically expire. Any party who desires the Court to reconsider the question of i4jury must file a verified petition with the Court, setting forth the facts that cause such injury and explaining the claimed injury. The party filing the petition shall have the burden of proof to establish the faots and the injury alleged in the petition. Should the Applicant desire to maintain the conditional water rights awarded herein, an Application for Finding of Reasonable Diligence shall be filed in the month and year set forth below, unless a determination has been made prior to that date that such conditional rights have been made absolute by reason of the cornpletion of the appropriation or otherwise. *urroJr-rm IiEFEREE cAsE No.04cw99 MARKSILIS PAGET of l0 23 Pursuant to Rule 9 of the Uniform Local Rules for All State Water Court Divisions, upon the sale or other transfer of the conditional rights decreed herein, the transferee shall file with the Division 5 Water Court a notice of transfer which shall state: The title and case number of this Case No. 04CW99; The description of the conditional water right transferred; A, B. C.The name of the 24 D. The name and mailing address of the transferee; and E. A copy ofthe recorded deed. The owner of the conditional water right shall also notiff the Clerk of the Division 5 Water Court of any change in mailing address. The Clerk shall place any notice of transfer or change of address in the case file of this Case No. 04CW99 and in the case file (if any) in which the Court first made a finding of reasonable diligence. lt is accordingly ordered that this Findings of Fact and Ruling of Referee, Judgment and Decree shall be filed with the Water Clerk and shall become effective upon such filing, subject to judicial review pursuant to C.R.S. E 37-92- 304, as amended. It is fi,uther ordered that a copy of the Findings of Fact and Ruling of Referee, Judgment and Decree shall be filed with the State Engineer and the Division Engineer for Water Division No. 5. 2s 26. Done at ofdaythe City of Glenwood Springs, Colorado, this 2006. BY THE REFEREE: Hon. Lain Leoniak, Water Referee Water Court for Water Division No. 5 oru,roJor* REFEREE CA\ENo,04CW99 MARKSILIS PAGES of t0 vIL JUDGMENT AND DECREE No Protest was filed in this matter. The fbregoing Ruling of the Ref'eree is confin4ed and approved, and is made the Judgment and Decree of this Court; subject, however, to reconsideration on the issue of injury to vested water rights for a period of five (5) years after the plan for augmentation becomes fully operational. D this of BY THE COURT: Diskict Judge Craven RzLTNG ir-rn, *ou, CASE NO. 04cw99 MARKSIUS PAGE 9 of l0 ,t-"$N DR IYrulp F LOT 6 Pond DRY-UP AREAS Totol Required: 3.5E Ac. R.O.W & Eosement: 0.95 Ac. (0.75 Ac. Required) Common Dry Up Areo:2.93 Ac. (2.83 Ac. Required) (Hotching designotes Common Dry Up Areo) EXHtsITA Glenwood Sprhgs, C0 81601 lclo: 970.9115.6252 IaE 970,384.2833 923 Cooper 1"-150' 2/L4/06 dryuprnap Creek Side Estates PAGE t0 oIt0 I I I I JUI 24 oG 1o:24a jeff tuttle 970-9,1?-9(]0? 445:5570 Lab ID No. MSA-2005003895 p.1 Laboratory Services Division aioo uoriy Boulevard, Denver CO 80230-6928 US Mall: Pb gox 17123, Denver CO 80217 (303) 692-3090 fax (303) 344-9989 SAMPLE IN FORI\IAT toN SITE COi\lNlENTS land M PumP Collccrcd Rcceivcd RcPortetl Collecrcd BY ],n,nno05 128/2005 lagn0u5 l:30:0OPlv 8:37:00AM MatrixMankWell DrinkingWater Purpose Routine Chlorine rcstdual Peimcrt f i'pc Billed J and M PumP Inc 8611 ll? Road Gtcnr,lood Springs, CO 81601 Contect Name Contact Phone Method NameResultTest Name sM 9223Coliforn: absent or less than one (<l)' indicates a mioobiologically safc sample E. ooli not detectedEscherichia coli PA Total coliforms PA LARSlnreretrtAddrcss:hftp://www'cdphe'etste'co'us/lr/lrhom'hhn Modifi cation Dats: I U9800 5 #203 ( fl e JW flum.p 1nr- $Ul es.utt* glnad.117 qfunosd. Spilitgo e0 81601 flAME 976-9+54159 &r* 970-9qt-61s9 - 9a* 97tr)454159 Well Test TO:Mark Sills 111 Creekside Dr. Rifle, CO. 81650 RE: Well Test Attn:Iv1ar( J & M Pump Inc performed e 4 hour well test or a n€w weli drilled at ths sanre location al th! oristing weli for the holding tank aud booster system. The following rezults were obtained: '[Vell Depth: 72' Water Level: 2I, measured ftom top of casingDnawdown: 8- measured from top of casing Sustained Yield: 15 G?M9luiry: flearRecovery: ' lo09/o withih 3 miriutes Bacteria Sarnple: Sent to GJ l^ab Kim Gentrys well was moaitored for drawdown during this test, and no drawd,own was detected. If you have any questions, please caII Rick, 945-61j9. J & Y,4ump Inc fr;i1,,/,1 /,*; Richard A Holub |'d Thank You! @,//rb g Wgfr""^ga9*, @ @. @), 475 @,*Arra, @@ AI0SA @,,,r- (gzo) 986-7990 @- %1, lu,r%bfe&lbu @nan. mn %- (gzo) e86-9/M @t**"ra @*r* (gzo) 9.{6-88/8 August 23,2004 Boundaries Unlimited Inc. Attn: Deric Waker 923 Cooper Avenue, Suite 102 Glenwood Springs, CO 8160I Re: Creek Side Estates Subdivision Dear Deric, On page 5 of the Gaffield Counry Staff Report indicates a need to more cleafy demonstrate a warer sourcl meeting the requirements of the proposed subdivision. Mr. Sills has obtained an additional share of the augmenirion plan in Case No. 8l CW56 from IGy Robinson which should resolve this issue. On page 9, valid well permits can be obtained within approximately six weeks. Applications have been prepare{ ho*"r.r, I will be obtaining information regarding the Permitting of these wells as they applyto -Creek Side Estates from Division of Water Resources this week. On page I0, I am providing the Affidavit and attached map of the dry-ug showing 3.58 acres have been removed-from irrigation. Pursuant to paragraph I of the Water Riglrts and Easement Agreement dated March 31, 2002, *r. ary-"p acreage at-rributable to Robinson s interest is2.567 acres and the dry- up acreage attributable to Sill s interest is 1.167, for a total dry-up average acreage of.3.734. After the dry- ,p ,.."r[. shoum on the attachment to Owens Affidavit, there is a remaining 0-1540 acres to be driedup. ifhis amount will be taken out of irrigation by the consrmction of dwellings and driveways. o On page 14, regarding legal access, please see seParate correspondence. Borundaries Unlimited, [nc. Page 2 August 23,2004 On page 15, on behalf of lvfu. Sills a water application for storage and change in plan for - augmer;;i";"h* b.* filed to provide a warer.ig5t for a fire protection pond and augmentation for evaPorative losses. Should you need anything else feel free to contact me' Sincerely, Billie G. Buchfield ' aL/'a7t2@a4 15:57 9?q2-B-59.-1-09 $HinlFH:HIHtH'l.Hl''il$rl!' BILLIE G BI.JRCI-FIELD PAGE A2 ,dAll t' ^*.. . 'r.$,ATEB. BTGIIN ANI} EASEIilEFTT .AGREEMENT THIS AGREEMENT cntgrcd into this 3l ct dsy of fl\Requ benrecn Ann C. Robinron, uilroae address is tt29 HiglrwaY 325 , nin", Colorado, (hercinaftcr rgftrrGd to as "Robinson"); lllrtt Sill* ufiosc addr63 is 2335 Airport C-obrado,I 1650 (bcreinaftcr rcfcrrcdto "Sils*);asd Iloby Enteryrira'IJ,C, Rillc, Colorado, 81 650 (hereinafter rcH to as *Do$f),urho agrecs as folhws: No. tlCW56; sd C8sNo. tlCW56; and W^TER NT(I{TS ^ND EASEIY|ENT AGR.EEIi,€A$ Anrc. nmrxsot dM xx,$lJs PAGE I i VHEREA.3, iL ii73 Ro.oirrson prrrcbascti a prccl-oftrn.i iJcated iu Sectbn i9' Torvrhip 5 So.oh Rangc 92 West ofUrc Ot f-tt4.lil Attn"tO Cor'uty' State of Cobradol and WHEREAS,ouFeb,nraryl0,lgE2,RobirrsonotilsincdldEcrceforaPlaufor Augrcntation in the;-lt til C"'* in mdlor *atcr Division No' 5' State of Colorado' iD e''" 200e by and il650 RoEq Rif,E, P.O. Box 314 Allcr Rr.cordirr3' Rrtrm !o: Schcrrtq KcBt & dcWinar. LLP 302 Eirhth Sscct, Suitc 310 clcn'r-ioa SFngs. CO El(ol WI{ERE.LS,in}darchlgt3,RobirsoucreatcdRiflecrcekREDGhsubdivision'FiEt miBg from a port'lorr of Robinson's ptop.rty, t"a- ryotag a plat of the s5$lt 8s RrceptirnNo' ,n2sl6 on May lS, l;ii:t G,*ioOi "i6,t Clcrt' ,nd Recordcr of Garfietd Co,utv; aod WHEREAS, on Jarnrarlr 12, 1999, tsy insrrrefr rccordcd as RecrptionNo' 538514' Robinson convrrycd l-ots l, 2,1,4,5, i io*o 63q Block 2, RiIh Creek Ramh Srrbdivision - First Fili"& to I.C. Orvco agd Patrich iL Orren togethpr tvith a S{3fth's sharc of tfe a.gfn. rtation plurr[l.""|a in Csse No. ttCW56' J'C' gnd Pafrhh O..'Eilt thereafier on Deccmber 5, 2000,6;fu""t*t't "to'atd as Rectptioolo' 573201' crnvcrycd said Lots' coreon Arca erd wEter dghts to sils *lro l"pi"io,ty tbc p'rry in tille to ttrc samel ard w}IEREAst, on July 30, 1990, bv insrrrrrrrn recordcd as RrccpboNg. 414243, Rotfnson corrvCyCd a parcci of iasi iu Lois 3 8rd 4 ia tt'G swl/4 of sr-tipn 19' Tcguhip 5 Sourhr Rangc gZ WJof-tne O" P.M., (which parccl was Do-t inchded io thc Rifle Creck R'ffih Subdivision - First Fili'g) together *itf, n f +ntnfr's stratp of tbc augracntat'ron plan dgcrecd in casc no. 81CW56 to RoUcrtN. Cati\E nta x",t"p P. catirl8' notert N' csli*a and Katlryn P' Calivarhcreaficr onldarth 30,2001, tV G"r."it recorded asRecepriouNo' 577797' corweyed said parccl rrd *"* *iir ttnoUy, *fri"tt is prescrtty ttrc party in title to thc sanrc: and yHEREAE;, Robinsonhas rctainsd a llB0th's sharc ofthE augruerta'tionPlandEsr$d iu A:t.;=-.* o - oLia7t26^4 15:57 97A2e59LA4 !$t''jlt'I!I[$rJ![illu[lll|l.llllilulllll' '"-7 ilgE.t5 o-oloo gaFrtELD cotnTY co BILLIE G BLRCHFIELD PAffi A3 yHEBE,{S, the porths to this ^AgIGtEIil dcairc to cmrialirc thch tespectit't ogdrirm with respect io the utiti-qtbrsf tbc *atcr rights dcsc*d in thE augttsrtatbn PIEI dc*ld in Caso No- tlCW56. Now THEBEFoRE, th8 PsrtiEs hcrcto to hcrchy sgrtc 8l folbrrs: t. Aqgm3s6tion Phu, Emh of the PsrtiEs hffeto aglEe to adhert ls thr rcquirtrrreots of the pIEn for Augmernation approved srd decreed by ttr Distrist Couit in aDd for Watcr DivisiosN". i,T;;oiCo6iaao, inCaseNo. tlCtY56, wfthrespcct to easbparty's use $f ruch putic'r proDortionarc share irr snch au8EElltdbn plaru 2- Dry Up A[ocation, The remnal of land from gurhrc ini8atiotL *dry-r'P-' of scvru (7) &res Es ,rquirrd ty the Decree in Casc No. 8lCW56 EhEIt be allocatcd smlrg th pntti:s io proportion to eactr party's reapcctiw Bhsrc in tbe alrgrdationphn- Ttcrefrt, thc dry r+ scr€sge ,.q,rLJ d' uli=tioi of Robirrson's I l8(hb's iEficrlst sball bc 2-367 8crEi. Thc dry ,p oE r"qrt-d by utilization of Sill't S/Jfih's idEr€st sba[ h 1.157 atlcs' ThE dry ,p *..iu ,"d"ir"A W utilization of Dobf's l4/3fth's iutcrcst shall be 3.267 -rcs. 3- Idcntlficetion of Dry Up Acrcagc to bc Uscd W Roblnmn rnd Sif,r' Thc tote! cmouEt of gcres to be rernov"a to- ir;gltiou for rc,ilization ofRobisou's aod sils' $arcs of tlp a,grcutarbnplao in Casc No. gtCW56 b 3.73 arrcs, Sils b tbe owucr ofland pre'viou"ly d;ib"d as Lots I through 5 md tbc.Comu Artq Bhck e Rif,E CrEd( ifumU sugivisloD" Such land "omptiscs approxiurety t5.o7 asrEq ofcDhh3'5t acres in Lot I tbrough S urd the Comruon erea, Ebct 2, Rif,e Crcck RErEh Subdivigbn and bs bccn r*ieA from inigatbu Thc rcrnainlug 0.15 ast ofdry rp atuihrtablc :o Robforson's tild Si113' slrare-undcr thc augnrmstion pha will occur on Lots I thougb 5 end Conurpi 6-q gto.t 2, Rifle Creet RansU Subdivbiou at slrch tirc as &iwwap and tromes Ere construsted. To ths extent any additional tsDds xe rcquirod to nrcet suctt dry up rEqrrrGm3Dts, srch tands wili bc hcltcd exchsiwty on tbs RoilioB{ir aad Siils poPcrtic. 4. Identifierdon of Dry Up Acrcegc to bc Ursd by lloby. Thc total atmuE ofaetes to bc rsrpoved from inigation for utitization of Doby'g sbare of tbc augmEntstbn plur in Casc No. ilCWSo is 3.267 acrg- Such acreale Ey bc idcmificd aod utilizcd by Doby fiom hnds ppscntly undcr irrigation onthc rtal popertyorrnedby DoW Eaterpdrcs. S. Wclb Ilwelopment rtrd Urc. IGy Korncr Wcll No. I and Kay Korur Wcll No. 2 havt been drilled. t6ted and arc otherwise availablc for production of watet. The panies a8ECc to tal(e aII nccessary actions 16 6ftain gtrt mnintrin t/alid urEll ecffitit3 for utilizrtim of B r,..r;r. rrEIrS ^rfo EAIEIEHI AnnEEfTtENT .{:\r : it(EINsoN d l{^nI sII,Is P\ia'o ' aL/a7tz^a{ L5:57 9?0-?4591e4 illllllEtllllluHllllltHtllll[ttJ.tlLt]tl![LLtlrbzrzzs oatgglmm'-;i'1 i iE:oo o o.so-onnrtELD counrY co both wells. Kay Korner well NO. 3 has be€n dfille4 teged and is othsrwise available for production urilcr to *ppty Robinson r['flIallt to a Plan for Augnrntation filed try Robinson in the Di;ict Cout in and iit *uo Division No' 5, Sure of C'olorado' in Case No. g9cwl38. AII *ttr ofusc of the Kay Ibrner wellTl' 3 and Robinson's Plen for Augme_dation in case-No. ggcwl3g ,uu["u. a..n*a to drive from Robinson's rigbts and interrst in Casc xo. Ctcws6. Robimon shall bc solell'rcsponsiblc for all ernhlcmcnts for -tbe 'se oflfuy Korner WellNo. 3 arld neitlsr Sills noiDoby shallhave a interest therein or responsibilitiesthcreforc. Robiruon's shEB of thc ulgurentation Plan in Case No' g1cw56 that bave *i Lro uilizEd in Robinson,s urgmtariotr plm,m cryc Not g9CWl38 rcmain r"-a**"d in Elcw56. Robirrson rEtair's srrch rcsidual shates in thc i*r'r tr(orocr WcllNo. t and tfuy's Konrcr wcll No. 2. 'Ed the amurtcnant cascn=nts and tt* riSlas idcutiEcd trcrein. Er*merrta Erch party Ehall bavc 636ments 1o' -qintennnce and rcpair purPoses of guch rvelts ovrr afld actoss *a ott**t"it" within tbe caserffis dep-rcted on the-pht-of Rifle creck Ramh subdivision - First Filing rccorded as RcccptionNo. 342516 on lvlay l5' 1983, in tt c rccoras of ttre clerk urd-Resordcr of Garficld cognty, colorado- Controh A cgrb stop valvc 8Dd a totaliziDg flow ratE.for.each WBter lim connected to essh well sl,ll be irr*riU"a al tb poi'r of co-orection of tbc line ser,ing an individual party o,ith atty Etain lirrc- Suppry Rtducttonr. ID thE Gvent \ratetr produced t"lt\ wells is inadequateto srpply the party,u proportional irterest iu rhe au-gn rn*ion pE tttcfl thc partiet urtilizing srrch water shall propoJonut"fy rcduce thcir cons.'nption of the sslrle' to the extfirl ncc'ssaly to allow each party io rnui" proportionally in thc availablc watcr' bsscd on the rcspcctitl owrsrship irilercst of tbe parties' common Faci[tit!, T]re portions of the \\ater supph'hcitities to be owned in comston try tlrE parties *A in pi"frohi,tlJo ttreir respective-inr.1f1.a;e: dll wcll and rvell rights' all ii,#r",iou rights L aumu"a m cas No. stcw56, all weu Pcrroits issucd for thc -fi,;* X"-.t W"ll N;. I and lfuy's Konrer Well No. L ard all well casing, screeilt' -p,-rp*, piping, *ly* rrd other applianccs for thc gsc of the water ryste6 from either wcll to a Poitrt of individual scrvicc to a Parr-v' operetiourl end Mainteornce Erptnrtl of Kry Kotler well No' I end Key Korner IYell Ne. 2. with rcspect to Kay Komer well No. I arrd Ifuy l(orner wln Io.:2' each connected puny rfrrUifr"te in the operational arrd mainena*e €xpcn:'Es including without timitatioru iiectricitl ctrargis or the costs of 'rD'repairs or maintenance relating to zuch wells^ No party strall trsve arry opcrationel or rrqiuerrance er(pcrlsc rc+onsibility BILLIE G BURCHFIELD PAGE 04 6, 7 E. 9 10. WATEI RIGHTS AtiIO FASETiENT ANREEMEI''T AIttNc. nOBtHliON d MAnxSllls Prr# io ot/'a7 t2@s4 15:57 9742S591'44 Augrn€flt8tiott t3. lA. asrualty inc{nrd- BILLIE G BURCHFIELD PAGE A5 tB!lo#'$'$HUIil:liH.ilHI-L!H!!r r.fsuchwcrh up. ,,,rt,r srcb p.rty EI.,' a corcctilrn to cither of strch wcll+ uryo coEEtio. to cithcr of gru uretb thc costg ali;Enh h.''1" 'h"tr;;b*d o*os-tho* porti!3 physfoally cgEtEctcdtothcwells,inproryITutouc.amrrutofrrarcruscdty',"ipmty.Each purywitlowuandberysnoruibtett*.:".*Endlhbiliticat,otBsrctrputy,s poim ofcorurctinto the couilpn Ecrulrcs' ll.BraeirCoet*ThEPaltiessgrcetocooP€rEtEtoderigtou*rulaglEgffitrt!fortbc cnoolerbn "rrA p"Vril'I-fffi ** "f foty;Puto, T,h"ry or irryrovenrcril of cod,r frpiliti*. I"G-;"*t thc parties'*.'rrnnnto-to aFGc upoD auy rtquircd rtpfo' rEPlspffit'or.rup,rovw*at'atryowller't,"uu"grrlhdio.-d.'.t*"tbffiullcDsir' rcplasemeutorrmplove,Eilllec:cssaryandesgecialftrproprfiIDgtbBingoftbe $om'otr frcilitiEs. nn .r.rt . "-*i*g.,;ir* to ,rna"rtat" srchwodr' suchoutp ##$i#ffi ffi y*,ffiffi Hffi ,ff*-T,l*,.Hffi * sc other ow,Etr,s pr#;t"*ilh.* J'rhr costs e'd shull bG EEtrltd to iln ,.irU,r.t r"tn ofine sanre withinthirty (30) ds)'s' laComplirnctfithl..s,.Eachpartyqhellgoopcrstty..hq.mn*b'.p$li:helthhil'l aod regphtb* *rrffie tr;Jr*.u LG *a dgm. n"ir poty sall sdhGrc to thc rrrm of any wEtE figh* dcc*Gs and pcnnits afrGfDB watct *rrlice imdEr tt Phn of Bord Accte* silh b obtaiuing a colondo ncrryffi ofTrampottatim permit for ffis to cobrado state Highway 325. Doby '*hr[ ho*-o-*..u*fou ud right of rray for roadwuy Ec'ess ftom Doby'i property.;;dd aso33 SiIIs' property to Colorado Statc Higfuura1, 32S at thc ioc*ion to be approyed by thc colo.rado Dcparffi of Transportation- Thc gra5j of ruch * *""r*i Utt*tt docs mt'"UtigAre to SiIIs to poy frr *o-.fu*"o*m, fruy rr"y hnve to makc to udlhc such easemcnt Fee* Each orvlEr Sball also btar such owD3t's owE attorDcys' ftes incurred iDth preparution aDd forplem€fltation ofthis Agreerrurt. Howev€tr' inthe wcot litigation is EEccssary to cnf,orce thc righle oftlf- n"tlir* *"o, os bctuleenthenselvcs' thc prevailing owrEr b g,ch htl'"tion Jdl be ei,titliii to scasouabh attormys' ftet a,d cosg of suit {Bindlng Efiec{: Covcnant to Run with Lild. This esrceflEd shll iflfE to the bto3fr of md bc bbdiry "p"-",t" p"ti*, tbcfo heirs' dcvisccE cxecutors. adoinisttdo'rq assigrreeg ,*nfirJ;*d ffi63gn in int-sres. Upon cxec'tionby thc PartiE+ this Agrernrcrrr shdl be ;;r.dtd in the t*otat of iUu G'arfieH Co'my Cle* and Recordst's oh"", md shall run with thc lands upon wtridr thc wcll is usEd. r. .s, $OITS AIttD ETSEil,GNT ACIEEMEIIT .rL$ L', ltCBsiSG'ld[IAff SILIJ ;rt II ' atiattzaaq 15:s7 97828s9184 sut+[tu[!!]'lJt#l$l[Hl'r'lt,llr BILLIE G BIJRCHFIELD PAGE 66 INwITNEssu,HEREoF,thpartietbeveancgrncdthbiffirrr*rrtaesgtftIthbrbw: I C. Robinroi Ilott EDtcrPrir:r. i ' STATE OF COLORADO COUNTY OF GARFIELD VATIT A}|ll c. PACE ' 8lofl!AssEAllEItGXr MrttSllb fili *r", st ) ) ) Thc fotcgoing hsrruusf, wns rloudodged bebrr sr rhb [\qt nrQtn - 20fie, b]'Am G' Roblarou WITNES$ uY hand aod o6ciat stal My codrabn .rer.', t{ [ao I ?Pot, nfilt{lo.l :{ rarFXStU.s H ur0Fug O a@O ' d trl(,tf i IO EOl le/ lA t@16 ?'aZ OzB q'.l3l-+rctlflcl 3l''l..lIE aLtbTl2@a4 15:57 97428s9144 BILLIE G BLXqCHFIELD PAffi g7 $$'F-#lHIHl$Hl,wr Ilr WITNESS wlIEREoF, tbl partiEs hglrc rr[Ectrtcd this iEtrureut as sEt ftrnh bcbut: AEr C-Iobinron Mr*SiIb IlotE f,rrrPrilc$ IJ'C $-- ST-s-fE OF COLORADO CC\".l{TI- OF GARFIELD T}r foreguiag i:..f;iurrcn'i t'ra- r.lnorahdged btfrrc mq this 2002, ty Ann C' Roblnrou' -3-81 u*" sTttIESS my hend ard ofEcial scal !g comnlrbn",eiro, r[ [ 3D[ AOCI ts ) ) ) $r;:rt lEriltHl AND E sftcNT .{{r j. rfIE!.s(I{d ?rlr MAru(Sols BILLIE G BI.JRCHFIELD a PAGE A8" taLiaT/2AA4 15: 57 r]9r_t-:?-18-1 Eilni'tl'#][$:+ir#l$'ffi i'rtl','il[| Sf,AIEOF COI.ORAM COUNTY OS GARFIEIJ) B ) ) ) Th frtErpiEg, itfitffi uu mlmstodged b6r: m ttb N2mSErMrrtElh' WIT}{ESS nYhd md ofErhl ttil My cou*ion qru+ S Ql.o'O\O \?- a'y Nfilry hilrlic STAIE OFCTLONADO CAUNTY OF GABIFIBI.J} ie tu1$gsrq8 ultLrrrrrt war r.lmwhdgcdin&gc nr 2002,by Crroll* GuttY' rrMrur3cr --" _s rti.r"i olDoDy Entrqr{rmLlC' !8. ) ) ) uy hnd ud.oficid sL 4\G, o4ftDf N -. ?ATA.TI![! PO IIIEEDN XTEIG'T eptC.nmEtdta ll(3[ls lA(36 PuHb O zdD .a urdtT.tO e0rlelaa lr0il6 lElZ OeE .,TtrJt11-E lI.1116 ., :ll f aia-. :.tputr Fr'i\os r. atigTt2aa4 15:57 9702859104 BILLIE G BURCFIFIELD PAGE 69 te rter ?81 ilGt"2$s RULIilG OT REIEREE nEcoiDED tt 13 lI nEc. | 413781 o, cLocr P -r?. JUil 2 I lgg0 FTLOFED ILSDGRFT COUI'TI ELESr GTRTITLD TOUTIT?T COLORAOC s; FITEO IH DISIEICT COURT wnien orvtglo$ i, c0L0fl^00 JAll (i l98Z IN TIIE DISTRICT COIJRT III NIO FoR }IATER DMSTO}{ tlo' 5 STATE OF COLORADO APPIidaE'lon No' 8lCll56 IiI TIIE }II\TIER OF TTTE APPLICATION ) i5n^iii#ri'iidrmi or l lIil EiiIinifri-iosrusos Iil"ti,'ti^i6i6irio6-nrven I oR ITs TRIBUT,TRIES . 'Ifiriiinii'-iiviiinuo, RiFLE cREEI( ) iii'ieii;iiuo c6uutt I theaboveant'iEledaPPllcatlonl'rstlleitonfebnrary26'1981' lnd rar refarred to the un6errlgne6 ar lfat'er RrtGEed lor WrE'l Dlvision No. 5, statc qf colorado' bY the WaEer ilutlga ol eald Couft on thc llth day oE Merch' 1981' ln aceordanc' viEh AEtlete 92 of Chapter 37, colorrdlo Revised Et'atut'! 19?3' hnorn ss Th' tlatGr Rlght' DoEeEEination andl 'lclnlnisE'ratlon Act oE 1969 ' And kh. undarrlgned Rafcree havlng nsde euch I'nvcstlEellonl ar are neeessary to deEarolne t'hethcr or3 noE thc Etatctientr Ln the eppllcatlon ara Erue end having become !u1ly advlrc'l fllth resP'cE to tha subjrcc DatE'E of thc appllceE!'on AoeB hcreby netGe thc lollo*Ing d€tssrinlEion and rutlng ac tha RelGEce l'n thl'e matter' to-nlq t 1. Th6 gtstGments ln thr appllcltlon rrr tru'' 2. Tha EPPII€atlon-Ls for-epproval of a Plan-loE AuErn'ntat'tot lnvolvtne l(rv't x;;;t*-wlirr-rlo' l'-iA;:;-rii"ar *ell No' 21 and iil;-iiEr; crlek canYon Dltch' 3. The nlne o! the clelnunt-and addresr ll: Ann Grthetlnc Bobln;;n; orrs "oittii ni"a-i'i; Rittr' coloredo' {' Thc aource o! thc-weEer for cll cE the lrtructurct It nirtc-ircci,-tiii"i".v-to itri cctorado Rivcr' p #: i"i::'ii,,it.t,'it.ii#t^hlt' }E.i:hih'iill1"'fi 'H'ti"" SecCion 19 ' (blKay'! Korner $olt No' -2 ls loceEea 1n't'h'-Nwtrst{t ol seccio..'Ii, t - s^illti .'' g i-r'' -it -'{i i![.;jl' .i: ;."t*li"l' 3tto":t!'.riiin-Jr tshc soutsh i:Lne and 4oo lcc iliiion tg. (s)The hcaag.Ec ol Bh' nlflc cE"k crnyon-Dll:h' "t dccrecd' La locaEcd on tnl'Elli ii"i"ir"iiiit-;;;xl-i['6ut' lcv€n rrlles 'bovr the nouEh BhoEeol' ]-r_ MANIE BiiEt-fi trT c I t.! / @Llg7t2qg4 15:57 97@2859LA4 BILLIE G BURCI{FIELD PAGE LO e !'J0L -/St ittt?96 6lcN56 5.letKay'5 xoEner t{ell-No' 1-wqs Lcsucd Pcrmlt No' 109310 by rhe oEfice ol thc i[ii'"'E"grneer on August ?' 1979' lblxaY's. xotneE eroll'No'' *";.1:3::j ;:ii:.io' I12?t1 bv the ofcill"it lnt sEate Ensinaer on E (c)on uav-rI;.'313;ult :l"til"^;ilil E?;"Ilil,ili Si[:i:': ::ll:t,?:=H:"E .'8".i:.ili'!i,,;1.;'i;:*:i;;: x"li"31'lrriEatslon, . ii:r:ll"#4i6rii""rldi*:i-#ili5"fi.:Jt++lHl,:i,*il.'Prlority t{o- 5' ini*''ilik,il' :l:ili;="",-- #:liiuf1i'i;1"l=::il?li,''Korn.r well No' ^"tii-i;;;"-ioin"r rlell No' 2' q.."',i,-#ltiiil,liriinr-l:ill:n-ll:.i".?'i'*i'li:l#l'itl::i'followlng sE'lPuI6 o! cpposicion: A. The APPIicant' by-anl.|!rouch her con8ulEing enELneer' E:'.'" I It ii' :n uE?;i I :i ;; ; -lf =t[:i11 .i= rr,* IEli*l'ii!::i:i3i", - ;;i;";i;; onii tne ProPosed ausmen B. Prior t,o the sale-of tll-.toti rrithtn th' Proposed rub- 6lvi.slonr .t" ^piiiiiit-=r'arr-e*tl"il-i ii"""'t ''n- !'avoE of the ri:',::,: ::1" ;siii?ii:"tip1l;iii i;':"i: :;li;I:iilltffi 'Il"xil " ir i tt .' ro Ea -in i::"fu:i:;it" :#iiiai;$t.tiit':":iliti'3131'.3if,;present andl future gYn?r=. :: -:":-:::Ii-i-i--ine auqmentlBioa PIanripecilic uater ull il^iltui"n! requ'Bted in the augme i-.c- in-ho,rr" aoiltii;-;;;; "to'til=tlliie-ie-;i' li"^d "t rrvestock per loEr cna rrsi[I;i;"-;'"" tot*-iiii'-i'ooo tg"orc reat per lot' 9. APPricants Plan foE AugFentat''on lr ll follorrt a. The lrpprlcant owns approximately 40 ":I:t.1" the lwhswh' sec. le, r. s "1l'i]'ii wll-stittp'il:''-iia'ptoPo-sct to develoP thrt i::i,i*x:: .'i:i'il::*i!'u;i::;:ii' "ile':i''lllil:i'":iltgi:and ror rrrieatii"-;; ;-;;;ilin ol-i'oo0 rquara feet qarden per u"tt^iiri-ui ilpqrlctt. i"':;;; "iii uv a batterv ol tt'o serlr. rhe ."..1^iiiii"Ia-iii-tt J-aiil.uri-pllp"r:r and iff,eatror nirr be reEurne; r;-Eii-iiaiaori"=cii'i;;-;E irifie creek throush individuar ""ptit-Ivliloi'i"a- t'nt"iii-i;rill return llowe lrom the tend, sala aeviropirent wirr ba aiiE""'JEi'Jaing i" ePPlicaulc ras' b. fhe AppricanE ProPoser Eo augment-Kay::-Iot*tt r{ells Nos m**ul***ttrltf*fiii[rrEi."n EhEough said t'olIs lor o t-E -2- EL)'97t20a4 15:57 9782859184 BILLIE G BURCI{FIELD PAGE 11 e o(Yrx ?61 rft?gl ff lcws6 and lawn and gorclen irrigBtion for the subtlivision' c. The orrt-of-prlorltv consumpEiv".Y:e: t9l!:i:lltcd for brater withdrawn rniot.rin itt"s" t*o welis wilI be epproxlrtaEery 3.93 ecre feet an"uiiiv' Thl-s consu^ii'i"" """ totir is comPuted bascd upon . rSo g"ii3i'='p"i"iiy-i.i.-t5"="t'oIdt ulth a l5t consumpt'ive use; 30 sallons Fu;';:; f ilia'ii rii"tock' 6nd l'16 acre feet' annual cansumFtiv*'ull'e[i-iiiigtlion-or-'ii actet of rawn and gardens within thc enElre sub<tru:'sron' d. The tronsumPtive uge of the orooosed uses of watar fEom thcse tv,o werls wlii cause no nateriai-GJ;;t to vesu€A r'3EeF right's uhen rhe z.oo acr"i'oi-iilt"Irl"rri-ii.i;;i;a sr9ul1 are removed i.oni i'irgaLion.. . it-" cinecrvacirt tilfil :[ ii:::t.il"I'til'"35";;i;"i;;;;ni--of ttre ?'oo acres' the j ;;;;;-;;a"ircments were used' I0. The glan for AuEmentat'ion as r€t forth herein ls onc contemPlaEed uy lawl-""a it irnplerrenEed and adrninistered ln accordance wtth ihii Decree, tirr "ol'-injuriourry affcce vestea warer righEs o, o"li=Il-"6niiei""or.i"i"i 3!qhts, and the applicet'Ior should be granted il-'"tiiaince with c'n's' igtt' ll-gz-lo5(l) ' The ReEeree does thcrefore conclude that the above entiEled applicat,ion Eor ePProval of PIan for AuEnenEaEion should be granted insofar as tE ls consisEGnE wlEh the terrns and condLt'ions oE the suipulation Bs sec forth in paragraph B above' and in accordance trlth the Plan ror AugmenEat'ign as Ee! foruh in paragraph 9 abo're' Provision wltl be made in 6 nanneE saElsfactory to the Division EnglneeE or his rePresentative' tor the by-gags o[ the tequired amou: oE Hater of the Rifle creek CEnyon Dlcch to imPlcm+nE the PIen for Augmenbatlon ' rt iE accordingly oRDERED that this ruling shall be filed with the grater clerk and shall become efEective uPon such fi11n9' aubject to Judicial r€vie'r Pur5uanE Eo secti'on 37-92-10{ CRs 1973' It' i8 furE,her oRDERED that a copy of this ru11n9 shall be filed trith the apProPriate DiviEion Engineer aod t'he Stace eigineer' Dene aE lhe clty of Gleni'ood sPrings' Colorado' this Aday or , 7s82. BY THE, REFEREE: e ree cr Division lto'3 SEet'e of Colorado No prouesE was lilcd in-this matEer' and accordingly the foregoing ruLing i= "Iiiit'ed and approued' arrd is 'nade Ehe JudqemenE and Decrec'6g trtit courE; pt""iala ho''€ver' Ehat Ehe l-i--.-3- :r/ It I ,! aL7A7t2AA4 15:57 97A2859LO4 BILLIE G BLRCHFIELD mollsd to all PAGE L2 e. 000{ ?81 tlGE'?CS BICH'6 i:ii:i:i",;itiliiti+i:i,,:.'Jff ;f ;$tt#fi**:iI'i*i,,=it=-calend8r yeerE rucceedlng the yerr ln rendercd. ri Slate H Oertrlv Ch'?t(Wrrlrrr ulv Nrr 5 / o .ddras ir faPUg"ov 325' Rifle'- 9691d i. ,333 htfiffi( iiAo' cntn'u Coty' C'lorado' Crramoc' WITNESSEIII, That 6G 8iltrof' for 8Id in cqrsidcrdic ofrhc peymt ofI'zP,* 6e r6dpt 0od eutEckocy durhich ir bcrtDy ..I.rfrlql h"t *'t"t4 rctceso4 lold -i qUrr CUUMED' rDd by tdc urcrodoo,ruir,rtloce,seilEndeulTcLAlMrurotbc@,\i.b(it!,,,csco'adrroigu'forcrtu' lUt ritht,titb, i**!il,cfatrn.anuA*ti"UUCttdtt"t loJr'it' tacrrigpectibGdbdo* emcarblry or urod in onedo wirh $o J;*"";;i"t"t t,^,[; t*' in $' codv of Gotfidd 'od irl CCotct hcdbd r bllows: AND TO IIOLIDth ErnE, togdcr sithall ard gingulr theappurtaum andprivikger or in rnpvilc rt€Grtu lPPeildning'ad itl63 €firo, righl,tllc, brrcs and cldm cithcr in law or lquity, totc urty prop€r ue, bqrcfit and bchod o,fttc Cranrr,hir WHEREOI, Tb grantc has q*trtcd thi! dEGd m tte datc lgt fodh lbovc' Cr-,*-e Aun C,Bobinm 0 0 ! !8 acmowreagAbcft,rercthi, 23 uv"r APi p'2004'bvAm S-TATEOF COI,ORADO C$TNTYOP GAn'FIELD C.lobiuo" My urmission Thc Srtgoiog insuuuoEnt was )c05 .)Vimr rrY hmd 'Ed ofEcid sl' . ..1,i jJ ._.'..-.''-:'"'"""'''."' .,"...';$En o'|'ii"' ,;-ry:,: i ,,a1iffii' ',r,,,ii, 1,,1,,,ii,, l.l: .s ofNcary and IN District Court, Garfield Count|, Colorado Court addrrss: 109 8th SErtet, Suite 104, Glenwood Springs, CO 81601 CONCERNING THE APPUCATION FOR STORAGE WATER RIGHTAND CHANGE IN PIj,N FOR AUGMENTATION OF MARK SILIS,IN GARFIELD COUNTY, COLORADO COURT USE ONLY Attorney or Party Without Attorney (Name and Address): BillieG. Burchfield P. O. Box4T5,Perachutc,CO 81635 Telephone (970) 285-7990 Fax (970) 285-9104 Glenwood Sprinp telephone (970) 945-8818 Atty.Rq.: #19325 C-ase Number Division: Courtrmm APPUCATION FOR STORAGE WATER RIGHT AND CHANGE IN PI.AN FORAUGMENTATION t.Name, address and telephone number of Applicant: Mark Sills 2335 Airport Road Rifle, CO 81650 (e70) 625-0766 c/o Billie G. Burchfield P. O. Box 475, Parachute, CO 81635 (970) 945-8818 or (970) 28s-7990 2.The Applicant nequests that the followingclaims be awanded: Claim No.l STORAGE WATER RIGIIT Name of Strucrrue: Sills Pond No.l Legal description of place of storage: 3. 4. The center of Sills Pond No. I will be located in Section 19, Township 5 South, Range 92 West of the 6'h P.M., at a point 840 feet from the West Section line and 2170 feet from the South Section of said Section 19. 5. Source: The source of rhe water is runoff and return flows, rribunry to Rille Creek, tributarY to the Colorado River' 6. DatL of appropriatioru July 1,2002 How appiopriationwas initiate& By.intent to appropriate Date water applied to beneficial use: N/A 7. Amount claime& 0.16 AF, conditional (50'000 gal) g. Usq Storage, fish culture, livesto& watering, fire protection, irrigation and augmintation purPoses as described hercin 9 Surface 433 ef high water line: Maximumheight of dam in feet: Length of dam in [eet: lO. Evaporation losses: 0.06 acrt l0 100 Evaporation losses in inches will occur from the surface of Sills pond No. I acconding to Ehe following schedule: (Total35.95 inches per year) January February March o.22 0.51 1.90 Aptil 3.47 JulY 6.65 May 4.8I August 5.10 J.,ne 6.69 SePtember4.03 October November December t.76 0.63 0.18 11. t2. 13. Name and addrtss of owners of land on which suucEur€ is located and water is used: Applicant. CIJIM NO.2 CHANGE IN EXISTING PIAN FOR AUGMENTATION tn Division 5 water cotrt case No. 8lCW56, Kqfs Korner Well No.s I and 2 were established as sources of water for a 30 lot subdivision utilizing corrumptive use (C-U.) credits from RiIIe Creek Canyon Ditch Prioriry No.5 watet E?"h lot ulas-provided water for in-house domestic use in one singte family unit, watering of one head of livestock and rhe inigarion of 1000 square feet of Lwn and gandenj.00 acres of land were to be r.*ou.? from irrigadon to prwide 3.93 AF oft.U.- The legal descripggl of the point of diversion of l(afs Korner Well No. 2 lilari conected in Case No. 99CWI:}8. On May ll, 1889, in Civil Acdon No. 103, rhe Garfield County_District Court awanded to rhe Rifie Cneek C^yoo Ditch, Strucrure No.5, Prio{gy No. 5, an absolute waEr ti8ht -f* 4.0 cubic feet of waier per second of time to be used for irrigation, with an appropriadon date of March 10, 1883. DISTRTCT COI'RT, WATER DTV. NO. 5, COLORADO CASENO.(XCW,MARKSIU,S,GARFIEI.DCOUNTY APPUCATION FOR STORAGE AI'ID CHANGE IN AUG' PIAi'I PAGE2 14. 15. t6. Acre Feet of C.U./Month rrUvestock C.U. 30 head *Domestic C.U. 30 In-house units 0.r467 0.1467 0.146'/ 0.1467 0.t46./ 0.1467 0.14c/ 0.1467 0.146-/ 0.146'/ The Applicanr requesrs thar the consumpqv: us€ credits associated with his 6/30ths be ;5,d;e; ooa.r ihar his credits be urilized for domestic purposes in six(6) single family i,o.if;"gr, the watering o[ 6 head of livestoch Ttgrliol of o.067 acres-(485 sq. ft. per J*.[in[ unit), pond eiiporation losses from the Sills Pond No. I and fire protection The Applicanr is the owner of 6/30rhs of the augmentatiolt/consumptive use credits confirmed by the Court in Case No. 8lCW56' PurPoses. The monthly distriburion of rhe 3.93 AF o[co_nsumptive use credits was not specified in Case No. 8lew56, but is cdculated to be as follows: *'lnigetionC.U. 30,000 sq.ft. (0.69 A) 0.04 o.22 0.28 0.26 0.17 0.15 0.04 TotalC.U. January February March April May June July August September Ocober 0.084 0.084 0.084 0.084 0.084 0.084 0.084 0.084 0.084 0.084 Norember 0.146/ 0'084 Deoember o'l4c/ 0'084 Total L7600 L0l0 Ll60 3'93 . Domestic use in each unit assumingoccupancy of 35 persons with 100 gaUday/prson with 15% C'U' on sepicrystemsrr ei,rn fira o[ [vestak utilizing 30 gallons per day with 100% C'U' rrr L68 AF o[ consumpCive use per Acre of lawn and galden irrigation Applicant's 6/30ths of the C.U. in Case SlClI/56 equals 9.(86 AF Per year. Applicant's n.* *.r equal less than 0.786 AF per year and occur as follows: 17. DIITTRICT COI,JRT, WATER DIV. NO. 5, COLORADO CA,SENO.04CW,ITARKSIIJS,GARFIELDCOUNTY APPLICATION FOR STORAGE ATiID CHANGE IN AUG. PIA}iI PAGE 3 Allntrmbers inAcrc Fcct (AF) Month c.u. Crrdits hom Origind Dry-up c.u. Crrdits hom 6/30ths Interest t CU for6 domestic Iu.,u head of livestak ar a, evap.lm 0.06 surhce acre ;ri", Inigrtion 0.067Ac TotalCU January o.0244 0.007 0.001 February o.0244 0.007 0.003 March o.0244 0.007 0.010 April 0.14 0.028 o.0244 0.007 0.017 0.0047 May 0.75 0.150 0.0244 0.007 0.024 0.0255 June 0.95 .190 0.0244 0.007 0.033 0.0322 July 0.89 0.178 o.0244 0.007 0.033 0.0302 Augusr 0.57 0.1t4 o.0244 0.007 0.026 0.0194 Sepember 0.49 0.098 o.0244 0.007 0.020 0.0168 October 0.14 0.028 o.o24+0.007 0.009 0.0047 Norrember o.0244 0.007 0.003 December o.0244 0.007 0.001 0.786 o.2928 0.084 0.180 0.1335 0.6903 * il* rl* Iiflt *rIL* 18. Domestic C.U. based 350 gallons per unir/day assumTg-ogguPancy of 3'5 persons usrng l0O gaUday, wigh 15% C.U. with siptic tanks and leach fields Uveltock C.U. based on 15 gallons per daylhead with-100% C'U' Erraporadon losses based on those shown in paragraph.lOabove. 13wn & Garden C.U. based on 1.99 AF/A rather than the 1.68 AF/A in original SICW56 Decree Total C.U. for changes requested does not exceed Applicant's 6/30th interest Name ofstructurcs to be augmented: Kay's KornerWell No. I and 2 Sili's Pond No. I (Evaporation Losses) DISTRICT COURT, WATER Dry. NO. 5, COIORADO CASENO.04CW,I\'ARKSIUS,GARHELDCOTJNTY APruCATION FOR STORAGE A}iID CHANGE IN AUG. PIA}iI PAGE4 Zl. The changes requesred herein resulr in less diversions from the subjcct wells. I[ necessary, ,pon "pp*J Jf Uri" plan for augmentatioLpd pt?p.-t submittal o[ well permit ,ipU.rlions, applicant requests ihar the Office oi ttt. State Engineer issue new well pl"*i* for ihi ivells described abovc pursuant to a Decree in this matter. WHEREFORE, Applicanr respe*fully requests that the Courc aPProve his claims for storage water riglrt and .h*g. i" plr" for augmentation described above' 19. Water rights to be used forAugmentation: Applicant's 6/30th interesL in the Plan for Augmentation approved in Court Case No' 8lcw56. 20. Uses in Acre Feet (AF) to be Augmented: The new uses as described above and the C.U. as shown in Patag*ph 17 above' By: Billie G.Burchfield, #19325 Attorney forApplicant P.O. Box 475 Parachute, CO 81635 (e7o) 285-79e0 VERIFICATION STAI'E OF COLOP.ADO s S ss. SCOUNTY OF GARFIELD Billie Burctrfield subscribed and sworn to before me on this 30th day ofJune, 2004. My commission exPires: 10/04/2006 I, Billie Burchfiel4 srate under oarh Ehat I am the attorney fo-r the Applicant, I have read this ,fpjlication and verified its content personally and verbally/fax by engineer' DISTRICT COI.'RT, WATER DtV. NO. 5, COLORADO CASE NO. 04 CW , T'ARK SILIS, GARFIEI.D COI'JNTY APPLICATION FOR STORAGE A}ID C}IANGE IN AUG. PI^A}'I PAOE 5 Notary Public - Kim Lovlin a t Page I ofl 3822880 Bllae G Burchneld, Burchfield, Blllle G Bltlle G Burchfic{d, Burchfidd, Blllle G CO Garfield @unty Dlsuict Court th JD Gvll Water Change Appllcauon of Mark Sltls Orlghatlng Event Sills 2(X)4 Water please note that thls ls a comblnauon flllng for a storago water rlght and a change ln augm€ntatlon plan. The fitlng should be based on change casa. o your flllng has been successfully submltted to LexlsNexls Flle & Serve. Your flllng lnformatlon_apPears below. To prlnt thls lnformation tur your re@rds, click anyrvhere on the ltllng informaUon, then cllck the brorser Pdnt button' To perform anofher ltling, cllck Bcgln a New Flllng. fo ixit Flle & Serve, dlck Return to llyGt3ct LexisNexl3 File & Serve Filing R'ecelpt Flllng ID: Plled by: Arthodzd Dry: Gqrrt: Dlvirion/Gourtrcom: Carc Glaro: CasoTYpc: Case NumDcr: Gase l{amc: Fillng OPtbn: Bllling Rcfercnce: Flhr NotG to Cl,crk: Documentc Ll* l Documcnt(3) Orlglnatlng Document, 6 Pagrcl Documcnt tll: 2165O27 Flllng Typc: Aacc.a: npptrcaton Publlc Docurncnt tltlc: Appllcatlon hr Storage Water Rlght and Change ln Augmentauon Plan Oose All - Fllino Partleg (11 ErtY AtbrnGY Firm Sllls, t'lark (pendlng) Burchfield, Hllle G Br.rrchtleld, Elilll€ G - Casc Particl P.rty AtornGY Flrm (Pendhg) Burdtfield, Blttle G Burchlleld, Bllle G Filang f.cc: $136 LINTCd: B€gln a NeY, Flllng Return to Mycases Prlnt https://fileaodserve.lorisneds.com/WebPages/FileAndServdprcReviewSubmit.asp?doWh.-.6RONW av, LJa lugl I(,. U{ruc.,zu.. .!iJ .Soutlr f,trreTcsl f,itrc 1rltal'b.2- U rHt-, aa WELL LOCATIONS Itr Seotfmr 19, f 5 .S, R 92 V, 6th P.A. Gorfield. CouTrty. . Cobrudo f rbr. --d,'rra c<, ltaurr{, rfi rstls, I lall, I llJrl 5l.f\ ' IL tfittt Sorrtlt f,ine S tL lr.otra Veat Liwt888.16 t r76.81871.14 fL ft.vlm 923.79 tL lrottt l0 Y's !a. traa. .il rrlanrrrt frsparsd k2gffi Pl-o. rw@a tB64 CO, ROAD 293 R|FLE, CO AbA@ 9@1-b29-1812 + d wJba *J A-iu ad,fa.ka h 1- frcparad ?or Ktmborlg Gcntrg t44 uJgci Eth Riflc, CO eb$@ ;-s C\o \ foy (S aaut Scctel'= lOt A 3.OO cr,ereg tJ.FIc: Ext&tr "A' a1@-b?b-162 o AFFIDAVIT OF J. C. OWEN The AfEant,!.C'Owen" does state and depose as follows: I am over the age of eighteen years old and I am competent to make this afEdavit' I am the owner of the real property described 9n th.t attached plat purchased from fuin catherine Robinson a/k/a Kay Robinson i o"toou.age that r retainid 5/30ths of an interest in and to the augmentation pran approved ir-c; No. stbw56 and Kay Robinson retained I l/3.'ths of an interest in and to the augmentation prr" .pg-"ra in glcw56. I own approximately 15 acres from which 2.83 acres of ,or.oo ffi;e approximately 0'75 acres of road known as Creek Side Drive have been removed t"* f"fe"i"" t***itd i":tl]T-y augmentation in case No. glcw56 -a ^ ,uo*n oo trr"-ur,"Jufi pr"t. qp represents approximately 3'58 acres or one_harf the acreage to be remov"d fr;;-irdii* attributible to the interest retained by myself and Kay Robiison in the augmentation ftan approved in case No' 81cw56' J. C. Owen STATE OF COLORADO day of 2ooo bY L c' k{: Witness mY hand and offioial seal' Notary Public ss. $ $ $COUNTY OF GARFIEII) Subscribed and sworn to before me this . My CommissionExPires: a N -r Cr.g/'t*<- ' ?'t'a ryI !l il1 :,i' 'il. i[ [ ::i, l|l, $lt l,rlt tllit.ii (li.Elil' t(tsrjii .. .r lll, 1t I ot C frr 6tI rll ,rl " , t!.!tt.t . J.-' ol il Its ;l: lctt ftt..lt6r( -<Lt --.- - - a-.- - € |).'na t f '$t'r rtt al tl t I)- s ,^'$l! :!-;i: ico .-t \,'.t) I a a l-of 5 ?.17 Ac ! l. ro.r'rt'C!! r.'I o..a-'-'* /- t 0Prr'rg'r l?t rr ) I ! I I I ! t.{o aFa l, I t! a .4i ':at 22' 000e)G{Bll{n:01 L.-,::it* /\ LOr 4 '..?,18 Ac ! i r.:?..._- | -..-l-:1'ri I l? " /'' 6I: l? R6. Rz"/ol ! at tl u a 2 .J .t \tl I I I a ,kloca rts ,I a LOr t ?OOAc!, t: a 'aaaittI aI s / t I a It .' o$ \ L I i LOT 2 Z.Ot Ac ! \.r.\ n a 1 / t.. *l I I '9 I.lt a ; I .l I dtg 'l -l.r- \ EI :Fd s c.f a ro'.r a'.f )GJ RTFt.: .t a @,//rb g. gfr""rr"*a 9o* @ @. @)* 475 @r*erb, @@ 8/635 @,",* (gzd 9s6-799o @- %tl, huqhfilltu@run. a'n %* (gzo) e85-9/o4 Sur"""l @*.,* (gzd 945-8s/8 August 23,2004 Boundaries Unlimited Inc. Att: Deric Waher 923 Cooper Ave., Suite 102 Glenwood Springs, CO 81601 Re: Creek Side Estates SuMivision Dear Deric: A concem has been expressed regarding access to the parcels owned by Doby Enterprises LLC. A Water Rights and Easement Agreement waslntered into by and between Ann C. Robinson, Mark Sills and Doby Enterprises LLC. I represented Ann C. Robinson and Doby Enterprises LLC was represented by John 3chenk of Shcenk, KerJ and DeWinter. The terms and tanguage of the Water Rights and Easement Agreement was jointly developed by counsel for Robinson and Doby Enterprises LLC. Attached hereto are copies of correspondence from John Schenk indicating that he participated inthe drafting and finalization ofthe provisions ofthe Water Rights and Easement Agreernent, and specifically that the revision to paragraph il of tt" Water Agreement provided acceptable legal access for the Doby Enterprises LLC property,t., is adjacent to the Sills property. John Schenk, as attomey for Doby Enterprises LLC, approved the access language provided for in the Water Rights and Easement lRgr""*"nt on behalf of his client as providing legal access to the Doby Enterprises (Gentry) property. Sincerely, Billie G. Burchfield cc: Mark Sills t \j I G SCHENK KERST & dCWINTER, LLP A PARTNERSHIP OF PROFESSIONAL CORPORATIONS ATTORNEYS AT I.AW JOIIN R. SCHENK DAN KEPST WILLIAM J. dCWIINTE& III CAROLYN M. STRAUTMAN 302 EIGITTII STREET. SUITE 3IO GLENWOOD SPRINGS, COLORADO EI 60I TELE PIIONE: (97 o, 943'2447 TELECOPIER: (970) 9454767 August 8,2002 Billie G. Burchfield P.O. Box 475 Parachute, CO 81635 Also sent by fax to: (970) 285-9f 04 and by e-mail Application of Water Rights of Arur C. Robinson Case Number: 99 CW 138 Doby Enterprises LLC/Carol Gentry Dear Billie: Following this letter is proposed Water Rights and Easement Agreement for your consideration. I realize it will be difficult to obtain a final agreement on this document by the status conference tomorrow but I think we are nearly there. I have no objections to your proposed form of ruling and decree but assume the Division Engineer will have some additional comments. I will in my office at 8 o'clock tomorrow morning and would be glad to review any point with you at convenlence. a JRS/clh cc: Carol Gentry Kimberly Gentry NOTICE. CON This communication is confidential and is intended only for the lf you are not the intended recipient, you are hereby notilied lhat nay dissemination, distribution, copying or other use of lhe information contained in this communication is strlctly prohibited. lf you have received this communication in error, please to our address by the U.S. Postal Service. Thank you. Re: V J !NFO \t\odrt 6l*, 0r'ri"$rd#r 5 ra telehone us collect and preturn the original fax communication uate. I l/zar.!u. I line. .'{J 4b t'Page 1 of 1 e,.,. !errl r!.rcrx\ .v. u'llle 9' suiulllielu \' \,-c ,j,,_i il .i\r, , o SCHENK KERST & de\YINTER" LLP A PAITNERSIUP OF PROFESSIIONAL CONPORATIONS AfiON.NEYS AT lJ\lf, JOHNR SCEENK DA},IKESST WILLTAMJ. &\YINTEN. tr CAROLYITT }l. STRAUTHAN ,02 EGIITH STREET, $I'ITE 3IO GLENW@D SPRINGS, COI.ORADO ET6OI TE-F:PHONE (9n})95'2.1? TELECOPIET: (9n ) 945{767 November 22,2OOz Billie C. Burchfield P.O. Box 475 Parachute, CO 81635 Also sent bY far to (970) 2t5-9104 Re:Application of Water Righls of fuur C. Robirnon Case No. 99 CW 138 Doby Enterprises LI-ClCarol L. Gmlry Dear Billie: The chalges you have madc to Section 13 of tlrc Water nights and Easement Agreement will be acceptable. Afler this agreement is executed in triplicate by Ms Robinson and Mr. Sills, please forward the originals for sigrrature by my clienf. Two coiies of thl originally signed document will be retumed to you. Very truly yours, JOHN R. SCHENK JRS/clh Carol Gartry (ilenc.) Kimberly Gentry (Werrc.) cc: NOTICE.CONFIDENTIAL INFORMATION lhis conrnrnicuim b csdidsrid id is irrctdcd ooly fcfr recipica nrrrd ebovt. If Yol rn na thc incndcd rccipat !ru uc hucbY naificd thar my dissuninlim. distrlntiqf coPyiB or ulrcrusc ofrhc irtromntioncorltirEd h lhb conm.ricetim is rekUyprohlUtcd.lfyor havc rcccivcd tris cqrunrnicrlim in cnu, plcesc ulq*rm us yoo. , i6bEfll\a collcct urd rttunr tlr origiral hx carmuniorim toord&csbYtltU.S.Podtl Scrvicc. Thrrl DATE @LI-ECTEO DATE RECEIVEO OATE @ITPI.ETEO SAl,Pl-E@tE vl5 / tlr1 ,t QrJ)titS/tls$/V.rs tA5/'eL/fi3 6rzriJ94.3 t, CUSTOMER ADDBESS MAI1K !3ILLS IZ'I11 EREE}($JIDE DRIVE ftIFL|Ir C0 816512'- OEALER ADDBESS PlG!U6I TEC SYgl'T'EITlEi, F," O. BOX 4gEt tiLEN[^IEOD 5'F 11I l{ti, I l\l{:. (:Ll B 16rZrE.- It not l/r4nnrc/tlffittofrt$ua / 6555 rt ;tson tu/tit/.s BoadI C/ere/and Ol/44/47f /44O/ 4492525 DRINKING WAfER ANALYSIS RESUUTS d IIi: NU-I'E: T'IE:LL I^Jfi E:I? rr+I u .)F.X. il rNDI " l!B[1" ll l'-l ll u E[:r u rt Nf_f tl -lhe FIUL. (lvlaximr-tut []orltaminant Level) ot" arl e:itablislted Elr-ridel irre has been exEeeded f or this cCIntaminant' Lta*ter"ia t'e:iu.[ts mety be invalicl due to laek of colleetiort in{"or^mart i un ol.. hecause the sampl e has exceedsrd the JtZt*hO'.tt" hoLd:in51 t ime. 'l his contatnin.rnt Wi:lti not cl etecte.d at ot' ahoVe oLtr st"rted dr.teettun .l.evc, I" No bacter"i*t Ettbttt i'bted. i.i [:rRELiEl!{-E :: E:. C0L- I F !'lll5EllilE: lrlo'L AnaIyrerJ " 51$ Fl'1 ilf1 ll r E:Fl 'r No De-t. I LeveI I Bacteria Reqr-1 iv'Es1 " IIBLiIJNICE E. CtrL,I HBSENCEtfinaI ys i * [:'et'formecl I IYICL I I (mg/1) I LeveI Det ect ed 'l'otaI colifor"m L-'F R Inorqanic cl-remicnls metcrlsl fllunrinr-rur F-:li's en i c Bar" i uur Cerd rn i lr rr Chrr: m i r-tm Co ppu.t' I t'o rr Lead Itlan gan " .3 . vt1 . taQrs "1 "aLA.34 . tzil.1E ND Nn NT) hlD V) ul L Y tA ta til r: 14erct Nic'i -4)!5t'c i , Analysis Pet''fot"med Eiampl e cocle: 6tZtE94'3 lYllll- lDetet:tionl LeveI (mq/1) I L-eve1 lDetected Fage;i" I I Ben r ene VinyI Chloride Carbun Tet t"ach I oride I, E-l)ictrIoroethane Tr i eh I oro et h en e ('tEti ) I, /+*Dich 1oroben=ene 1,I*'Diehlot"oethene L, I., 1r *'-l-r'ichloroethane Ilt"omobenrene Bromomethane Chlor"obenilene []lr I ot'oetlrane t,'h I oromethi+ne E*'Chlorotoluene /+-Clr I or'st D 1r-ten e Di bt'omoch l ot'opt'opane (DBCF ) Di bromomethane I, E'-D irh I ot'obenz one 1, 3-D i eh I ot'o benz enc" D i ch I ot'od i f I r-tot'o m et tran e '1, 1-'Dich I or'oethane "f ran s-' 1, E-'D i ch 1 or'o et hen e e i :;-'1 r E-'D i eh I ot'n et h en e Dichloromethane 1, E-Dich I or-oPt"oPane t ran s-' I n 3'-D irlr I ot'opropene ci s--1 r 3-Dieh I onoPt'oPene g, E-D i ch I ot"o PI't: Pan e 1, 1 -D i r-'h I or"oProPene L , 3*D i ch I oro Pt'u Pan e Ethylbenrene Ethy IenecJibrornide (EDE\) 13t yt"en e I, 1r 1, Fj'*T'etraehlot"oethane I , 1 , E, E'-'Iet raclr I oro et han c' l-ett'erch Ioroethene (F'CE) 1, E, 4-Tt'ieh I ot"oben:lene 1, En 3-Tt' lch I or"obenzene I , 1 , I*'Tt'' 1eh I oro et han e Tr i c-tr I oro f I rlotto m et han t' 1, E, J'-Tt'iCh l ot'^'-r!1hrl':na To 1t-ten e XyIene Itlethyl'*T' tA" EEIS rzr,UEt rzr. Zilag fr. fiaa Et. tAtZlS fi. u73 V" IAWT Il:.:: tzr. J. 0. raril I rZ'. rZilZtI '4. tzlB I fr,Vtfrt ta" EilZl l tzr, uto I ra. rzrrzt 1 rA. taB I ta. rzilztE ft. Erzle ff, tzua 1 fi. rZnAE fi"ufr;! fi. rzrflI I rA. mmt ra. rau 1 tA. E[t;= '4. mrz' 1 rzr. tZlE I ff. rZilZlE 91. (ttZE ra. lZilaE IiJ. EflE A. U'AE ra. oEE |a. urEE IZI. EIZIE E. ilraE E. tZ'UtE rzr. tAmir: tA. Z'fi 1 Er. UilZt 1 B. Bral il. ilae la. 'Z'Ee 'A. E'aE fi. tzltaE E. flJflE ta. rztla# E. IZ'EE E. IABE ND NT) NT) ND ND NI) Nn ND ND Nt) Nt) NT) NI) NI) Nt) ;.; il:.1 tlt tzt w :l .1 .fr7 .4fi5 . raES a.7 a. I Ut. rAraS !:!' rzr.0Eg NT) NID NT) NT) Nt) Nt) ND Nlt) ND hlt) NT) NI) NT) NII) NI) Nlt) NT) NT) ND NT) NT) NT) t{t) ND Nt) NI) ..,,, ulFJ z-9 -mEul-IFJ2ouicl -QSE*G Hua> q)(J S. o() o A' ^t(n q) .: +.96 l)s !ts Hq) q.t(J>rEE H.S tsr I Hug 31 04 l?237P o512612064 14:51 PAGE O1 p.1 -I9 \- J8i) 8472055926 CI.I-LI6AN EVERPI,RE RD Ot* CUI.IIGAN PATI(WAY NOITHDROO(. tt Raport Date: 512612004 C =RTIFICATE OF ANALYSIS ANALYSIS NUMBER: 04( 4508. Conhot Number: 32184 Roarlng Fork Water Cond. Co. Cuslomen MARK SILLS 1629 Ea$tD"lores Way 2OOO HWy gZ5Carbondale, CO g162: RFLE co Account ltumber: 0s04s zip€ode 81650' Salesperson B|LL SULLIVAN customer Aacount #: @; 970-903-0131 SAIJIPLE INFORMATION: Anelysis ?ypc Requesb4 srandard A \natyrls Samglcd: $rsr2fi). Srpplyrsowce: FR|VAIE.WELL ..CDn6tncn: Rcccivs.l: SturzooA sampling Foant; ?AUGET Apptication: ANALYSIS INFDRIIATION: Turbldity(Mehod 180.1) 0.1 NTU Turbidiryafierfittrarioq Conductivily(Methoti 120.1) 29,B.DMMHG/CU -ESt,-fOS byConctuc$vtry Color(Method 212OCl 1.4 Cotor afier ActdificarionpH(Method'150.1) 7.9 Tannins .&nceritrations . eporled es rag/L {ppM).unlee&othcrwlse lndlcated GATTONS (inethoct 200.I ANIONS (Methqd.300.0) As CaCo3 ..370-O 306.9 . .809 I 1.5 ..3.7 tEEPlrrNE ea7.2o*s929 FACSATIE Car.20s.5926 tol 2 ,TED WATER Calcium (Ca) Magneslum (Mg) Sodium (Na) Potasslum (K) -Stronllum (Sr) Barium (Ba) lron (Fe) Manganese (Mn) Copper (Cu) Zrnc(Znl Ag Ebnent 148 74.5 . 399 1.2 .2.91 0.0133 N.D. 0.35 0.026 N.D. Chlorlde (Cl) NilrateNitrite (N) .SuUEte{SO4) Bicalbonete Carbonate Fluoride (F) Slltca (SiO2) A! Elemlnt 82.1 3.8 .1095 429.3 N.D. 0.7 ,t4.2 N.M. 1757.2 N.M. N.D. As CaCo3 1r5.8 13.6 1138.8 35r.6 N.D. 1.75 Mg/L EPG 'f.,lgt 'cPG Catlons (CaCO3) 1548.3 90.54 , nlons (CaCO3) 1635.6 95.65 Hardness Additioaat.Tests Aluminum bylCP Bt.39ug[ 'NA . Nol AnallEd l{1, . Not Mcalua ND t ilot Delected fnis rceodsn ody. be rep@dred .tD ilecnt ety. - ?he.rcrul$ rcporttd h€llJ|? ?€peseoLth6.o, tho 3arnple lhe Irborabry. Cerrilicarrons: CA{fi33A: lL-ooUZlU i.ty-l 1756:wr-3ggotEim;Tr-Tx2Gg.zoo3A RiEha'd cook s9.6678 Mg/L GPG rcccnrcd n rA359 (sEtnErn nsE SDEFoH ADDfiroxAL tf,FoFriarpt{t Managlct Lrboratory Hug 31 04 12:3?P bbt2Bl2OO4 14:51 4472855926 CI'.LIGA}J E\ERFtJRE RD ONE CUIE^N NOTTXDiOO( [ p.2 PAC€ 02 r€tfPHcrNE e.7-?05592tflcst^ttf e.7.?OtJ.oito the mg/L tota results. mga 126E.0 152.5 1549.2 11.80 11.6 1723.3 Wi Analysis Number: . .OT|o4EOO Consumer; MARK SILL; i PRIMARY: SECONDARY: 'MCL lor Turbldity rraries ag follc us; 1. Municipal Direot Filtralior 2. Municipal Sand Fittration 3. Untittered Water Suppty Q.5.NTU 1.0 NTU 5,0 NTU . .TYPN ATPOSTRO'DRINKIA'G WATER UNITS (Concentr, fiiorrs reporled.asE€A (Fp.ld)JB lhe stement) eage 2 2 FI:DERAL SAFE DRINKING WATER AcT All lested parameters excoedlng 3he maxmum concentrailon levels.(MCL) established"Federal Safe Drinlting Water A( t.. ', Parameter sutfare (sot) Manganese (Mn) Ahrmirum by ICP Est TDS by Cond. ry 1094.9s.rng/l o.35 ms4 O.O0rng/t' 1757.22 mg[ mg/l m9/l mg/l mg/l Calcium (Ca) Magnesium (M Sodium (Na) Potassium (K) Chloride (Cl) Sulfate (SQa) 30 1.5 12.O 0.o 3.3 r0.9 lron (Fe) Manganese (Mn) Zinc (Zn) Qoppcr (Cu) NitrateNitrite (N) tluoride (F| <0.0 0.0 0.0 0.0 o.2 0.0 These values are typical of new m )dules on watcr with a FH of 7.9 at 70-74 Fwilh salts opetating with 40-70PSl pre sure across the module Local condiuons rDay D!CALCULATION FACTORS yield Sodium Alkalinry Chloride Caibonic Acid Monovalenl Ions Silica 56zolc 26.2%- 9.1% 25.60h 7.5% 0.8% Wcak Base Frct X Carbonic Acld eation'fu Y Silica Carbon Dioxide Slrong Base Fad Z 90 0. 0. 100 Amlysls Date: illethod 120.1 180.1 2120C Date o5n4l04 o5l24t04 05n4tu Mcthod 1 50.1 2N.7 300.0 Datc o5l24lO4 .n t25to4 05t25t04 (sEE nEu ElsE StoE FoB ADBilOTAL fiFO,RXATpilt P.3Flug 31 O+ 12: 37P aata'asrt 6u,:tr, CJU(r '.1 :r dB-lI .j-Itrl *-lE.:J "t ol! og dCI oU.t EEtro uI.0E eu.zaEo- dH OB Fo dEotr o 2 E otrg UJo o E lDo- EUa @ tr ts2aU CT E. D = $ do{ E 6E, dxU E RPoGU UlEuU0 ni5DoruG I:-<ctrtr I l F6sle{u,atr ouo FE Eo I EI U-F G P E uJsEtr ooEJuto 3E>Fo o Ezl =:o\) 6z tr Fo(6 :& ou 6ctEo BUF t so 5 3 ( t E 6 6 E =coE2 {q 6 FtnU ul@ EzIt:5 a Ez5:to ts o !oi-o 3Hgoou)6.El o@otEU.oz9P- EEg;68 :@6 8A8kid gsH AIo g H \i b o3G . FR,trl.FRX NO.l'lar. 25 2W. t1jffil Pt ?? - ?o7z ,$t'JJfi,fif'lY"'lx[h JAt{ 0 B8e ilAnE fALAm''s' cl.Eft( tN TIIE DISTRICT COUNT IF AND FO8 t{ATEn Drvlsrt}l tfo' s srAtE oF colpf,rDo nPPllcrtion tlo' I lcll56 rN rHE MA,I.IIEB Of fltt APPLICIIISI Iillin' iiircn. nr'crtlt' B, '^ffi f"liilEniii"n6ainsos l'iii. rns coLonroo xrcii- I H,ffiji't'ffisit'- o* tr'Er i il'fi#;-E.o cor.urt I tir rbovc Gr"rtlo' r!ryf itrtio rrc tlfrt on tt*mary 2t' Iltl, o*t *rs llfEtcil Ho tJro mifacrfasl t.' $'t'l Re(rrI fot [ft"Ct Dieisigtt To. 'Dr strtc of colof,ldD' ry $lr Et't JEA,3 al rrIG Go|lrt d t.}c tlth dlt d }rrrctt' t90lr in lceo'iGaDse uith Aat'i'Gl]e tt of Chegtcr 3?r Botgdo tli?itEt Strts3ct l9?t' Ha " th' rrtar Rllht De&crnl.nattatt tofl linl'tllotrDttoB Acc of llfl' nnd thc unafirtfgrd lafsrc+ hevtlg 116o grcb tnrertigtstlu^3 " .sc nicallrr? tD'4eatn'iDo ri,ottl.l os trlE l!' *rtGr t' tbt FpliEttton l8G' til€ rttc hffitDi bt"- lurry airirr0 uith tGtS'Gt Eo ttc tuDrtct ilttca o'l th' unltcrcidn dcel trsely rrl tla follwim {.tGlf,Ltrtlo{r ''td rullni r* thc Bef+rr ie tts'15 'Eltt3tl f fin t$ oP l6rEf,rtr t,o-*it: I.|fbi ltrtaillnt. iD tlr. {tfllcrtlDt lrt tru'' 1. fftc eryr:rrtlon-tr ?or-'P!I}'l ol a llen'tcr lrrencsilt'ioD :Lnvotvins t(r,'t rotlli-[lg no' t'-i,5ryi;-r-_ r u'tt xo' 2' rM Iii-iitrE crt* c*trlrEu Dttth- ' ,. ?tlc ttdr. of thG Guhatt-t'd roltlrB lt: ltD Ct'tEi?lG nouiaioor -Oil* C;"ty r."C Zlt' nitlG' Golerrdo' . fha !|Erurret oI th. BGar tor rlt fil th' 3tnEtBrt3i t' CreC*r-gtLrtrry to ttrc SloreGo BIY''['a - rho Erotlon ti- ' l1:yI I;T:"#li',,Th:'5"'FSiL'!i#?fr *3i* * ffiil iiffrnl 1000 trrc rsrt ec tu-e.t Lirr st tttt {bl&rlr'r l|cEn'r Ell. fE' 2 rr lo=rtrt' ag r}rq iltslL al ,.3rrtrtlsr iili'-rT' '-t' 5z-clir-tli itt l-E'':'e r rpint L't10 ttrt ttn txrrrl- rosth. of [[, goutsh linG ura'i'd:rf" srit-if tu rcit ]in' 6c rda gGcGioD tg' l,lopt tar"hlf n '&'?'t5 locre- {rs t}e D.ct thc ltlouth fhcreol' f;"ruHH.H*Tffi"lHrS'ffi FRX NO. :l'1ar. 25 2W, ttt?ffin P2FROI-: ) , rrctsg€ 6' (5rt*,r' i-T%H[.Blr=]' #i.i$ri.H: ro' ]st3l0 Er ttt OfffGa of tn' I r bl tr$r. r.. xoil:,..-Bll #*,*off;ffi* T:$Ef ' rt27s r D' thr oftioc of t-Ea 1 t6 l oG *v-'l ii.' lldl i:"il:HiHf"#$#;i*ii; l[*tl+*r:'-*'ffif*it:#'#{f :if " DrloriCY Ea' 5r ,m'#lli'-hqffiffi ###+H,'' i;ri;; il;i-r,i:-i"'iii-ii;;'-ror*r r'rr ro' 3' rH,:i*,"H?*iilfr *###fi Hm'iiqffi .#J of cpPoaltioltt f,- rbc }lsPlicrlrt' DI tnl-t!";p[1ir ::rli:lltH:HT.i:i Slill :Hli:."ffili:} S:FtU# ffiE G t.-ritr,aiilr rra . iirrerti'on o,,"t #-i'#ilo'lJiiifr'#frt;; c!: b""il3 srctloml' B. Prlor so tlra lell-ot ttu-.lot3 uit$ln tll PEoFdrr6 36- ci?i3ro$, ttr epiiri.ia-iut:r.t"ti"'fi: ;;il-r1-re""t tt thi[i';iffi'#+H :ffi. pre.sGnt rrra tutu;Ioliiii-or tnr rrtrlitul--tL riubitiviritnr to tt]c sp:clfic .,r..r-oi irniirtiorr tc$il---_ito in d'e *ryrrrtrttor grro' i. r. ln-lTo'ot #tir.-idl-tt"r;ii;try it-t* hfu'.sf LlucrLoalt por toc, rna trff;il;f'; *t.-tn."-i.gOO rquu. lrr:'- pu lot. - ,ro, 9, Appttcrntr ?Lra fsr lorrqrtaEton tc rc tollqr,?ii.,Z,! ,.r.-t- "... ,i. 'Tt iT'lffi g=.$Iff:*ir:tfri'l'"I['ffffi1 Hi,$:*.:lxtf*li'p-":rr;*J:i-,lt#'#-H:;rd -tar irrisrti.oa-oi r rtrtit-of l,cec 5513 f*9 il;d;-Fl:[[1fi'1ri-D;;d;it.d-io-irc] uuitt uy r tattnilr of tt rellr. rrr" ..ttlltilirlfiot-tr-eefc Fr-Po'? rad lrrig'rtim fl ii"r":itrufl #-r,ffi;*Smq*165m'r*iiii.:s.ie-EGra;Et u11 u oom rcsrr,ntnE t6 TTFI1G1;N* Llt* t -t- . FRA+:FRX NO. : lugnantrtioB- / It lt r.GoRA^lJlBa, oEsEnIG thrt th13 rr3llr{ rh'lf t' fllca rith g[3 utEer CIGIL en6.ch.ll brom cllcc(tvr F ruch ?lling' aubirots EsJrdlc&rtrGticrPurs$rDttoBeet'is3?-IZ-Iq{ck3lt?t' ' tt le frrthtr ofAtDED tlct r 6+y of thlr 51fi19 fltrll Dt fil"o 6th r,!. +BEo|tEiaG* Dlvirlon Etglreer |nd th3 s*ta Elejn er' Bonc tt EhG ctty Ot Glact aprJ-tgr1 golot"o' tlrl] E-dhy or t l;,Sf,. I' "IIE BE?DEET Dtvlviqr b- 5 I,lar. 25 zAW U,taffil,l P3 t' slsts6 ',',) r.ttd,,.:qi:* rp0 gtrilcl lrltQltloa tor th' se5'ilvlrion' **,s";u;lrffiffix '- aiiti'tt c6nrun'ntiue uT'19'- llr'd.n3 ;iilil'ii' en'tLrt dmivitioo' ,Jtr.. H,$isilt k#F#ffi'* ffiHm:ti*rlHlt:t*::ro tq+tii:l.it'ffi;F#iFhF,ffi;H,Etft ca,** tffi ;, H'*Il"f;r*"ffi :tL"e:r'= flrg RctalGc 6oai tbd!,Eca3 G'otcludt ttrrE ll'- rlpe tnBitIBC sgfllcsctcmf,otDttPtovrLctDturlorlrrgmrntrtt,onshouldlngrrrrtci tnr??rr al lt It ctrlrlllftflrt rltll tlr' totlr r'ail 6'?rliLlo{|t ol the StlPrrlatiotr oD GGts tutttt in plrr4relh 8 rbovc' r&A fn 'cE€{trnct t[ t uttft tila Pltn tor rD?rntoti{tr rf ril*' faBt'h it prrr'grr?h ' *;4'-f'1t DrovLrJ.on vlrl bc nrGr ln i ra$rilE-E trtirlattory to t[o of"i]ffi,', Englneer or hLl rsF<€irenGLttwr'' ler thc bfF* of tte rlgilrd *':Flit cf rr.tor oG thr 'f'ltlc G't'lf crDyon Dttch to ig'l'Ent !h FIrn to'?'.it"' tn rfr toF gBrta ol oofolilao Io EE.oE TG ec til,cd ir thi., r+ti-E. ffi' rccOrungly thr toregcrni rulrngr Lr enttucd, ru .e1rpcrA, -lrra lr ;rdo^ tfic i-rigilrni r:rd D&ro of thlr c6n*tc irwiOrC IlErrtf,R, thm tho -l- t FRX NO. :I'lar. 25 AOW. fli?7Ptn P4FRffl D ? cglr or counEl .l rrEjn!6 ffi$p* H"$i,S:ffiffiq#ffili1fiH-;il;o.;-iaen mt-er;tiag tlt'r ttrr lB rtir0ucO. ,* rhG Stme p;rr:ttuGlt{t #urJl $gtnrir f},v .rs 5 :. I -t- tEtB. F.6 MAR-27-200? l7:06 FROII.D I \,sUATERES Applicotion mu3t be complete where applicable- TYPe or prinr in BLACK !$[ No oversuikes o'. gr35t,yg5 unless initialed- (11 APPLI CANT - mail NAME STREET CITY TELEPHONE NO..:.L941,,6,3 (2) LOCATION OFfB-O.eOSED WELt Counry I ul J 7r ol the _s L/%. Seetion /9 e70945874t T-794 P.002/005 f-303 HtcLtvED JUL 2 5 t97s ET IIlE&,ncE 5I6IE .txoxun Ed!. FOR OFFICE USE ONLY: OO NOT WRITE IN THIS COLUMN Beceipt Basin Dist. This well shall be used in such a way as to cause no material iniury to existing water rights. The issuanceof the permit does not assure the applicant that no iniury will occur to another vested water right or preclude another owner of a vested water right frorn seeking relief in a civil court action. .[rp8oYED PgBSU^lflr T0 cns 19?3. 3?-92-602 (g) (bl lrl) ffl TEE orf,Y yELr oil a Tilcr OT 95 ACAOS OB XONE DESIGNATDD Jts_95_ rCEES IN Jt' ' 818 Conunnial 8ldg.. 1313 Shermen St.. Denucr. Colorado EO2O3 PERMIT APPLICATION FORM FOR dt,d A PEHMIT TO USE GROUND WATER A PERMIT TO CONSTRUCT A WELL A PEBMIT TO INSTALL A PUMP ( } REPLACEMENT FOR NO( }OTHER WATER COURT CASE NO. ing address I e r*p. - ( d, nns. O,L [.r.Sl v lE.wl b P.M. (s) ulllr.ER USE ANp WELL DATA Proposed rnaximum pumpirrg rate {gpml /-{Cf --,- nd Y\-J Lz Number ol acres to be irrigared: Proposed total dePth lfeet) Aquiler ground waler is to b€ obtsined fro.n: ScL Owner's well designation GBgU.N.p-.wArER TO BE US.ED FoR: t'( I HOUSEHOLD USE ONLY'no irrigation l0) i>d oouesrtc (tl ( I lNDusrBlAL {s) I I t-rvesrocK (21 l.Er lnRlcArloN 16) i iconnueRclAL t4l ( I MUNIcIPAL (8) ( IOTHEB (9) DEIAIL THE UsE oN BACK 111(ll) (4) p_BILLEB ta v\e s sTa )rg_l]>'L71 e a APPBOVED NOB DoUESTTC USE, IilgtUDIfii TEEImICrTIof, 0r [or ovEn or{0 ACRE oF EoXE CT8DEf,8 lrD I,rYNS. APPLTCATION APPBOVED - PERMIT NUMBER 1093 r 0 OATE ISSUED AUG 0? t97g €xPl8A AU 1Namc Srreet Citv 8Y rcrcphonc ro. L3*S'^f V a-{ 'Lic. No.?t r.o.5- 3j TE t COUNTY L3 I 7-2002 17:07 FROII{IVSTATERES Si0e45871MAR.2 below. location ON area I T-7S1 P 003/005 t-303 (e) ow oy Oisrances lrom section lines. roN + 1 .+ SECT + + TH Use (5 musl 3€ction. + FEET!{-- a9ram t + + + + + -.1- I tI + + + -t. I + I + wcll + + for + .f acresl640 + + + I + I + ' 'l coO -- k. from <o-rf.d-.-scc. line lffi-Tioutt'1 u, E<f -lo ;)It. lrom sec. li Thu *ole of the diagruitr is 2 irrch* = I nrile Each small ts 40 acres 'iEert or wcrtt LOT-BLOCK -FlLtNG r suBDlvlsloN - TOCATED Owner:b-.r/ (. No. ol acres .?.t + tPl . Will rhis be the only well on thi3 lracl? {8) PRpPOSED CASJNG PRoS BA!4 Plain Casing _7 tn trom .d 1s.1o /DO 11. -in. from-ft. to-tt' Perforated casing -g-- in. from ],rrr^g lt. to- ft. t, L#tlfi ^ 9 o -{r. tolSD-- tr (9) FOB REPLACEMEI'IT WELLS sive<listance' " tlor Ptugging it: s280 + LE,MI NORTH l- t- +- + +- + + + l + -t- I + + + + + + + I { I I WATER EOUIVALENTS TABLE lf,orrn<lcd Figurctl An acre-loot sovctS I rcrc ol lrnd'l loot derp ' i'."ulf rlJ-p-'jeco,rd (clrt . . - 449 Elllons por.minutc lgpml i i.iit" "t S witl rlquirc opploximorelv I ocrc'foot o' w'tcr r|ot YG07' I rcm-loot .. . 43,560 cubic tcct' .' 325.900 gnllons' i.did;; "rmp.a lonrinuou3ly lot on. d'Y pioduco 4'42 rctr'lcct' used on this land, including wells' Give Beg Uscd (or {purpore} domesric wclls musr indiclt€ typc ol disposal istration and Water Court Case Numtrrs' Desription ol land on which uled Jon+-fia /f-.,L t (12) Type or risP .,{ (13) THE APPL TRUE TO tcANr(s) THE BEST STATE{SI THAT THE IN OF HIS KNOWLEDGE. FORMATION SET FO RTH HEBEON IS t staNATUne oF eppLrc.a NTlst (ionil rhu.rlr o{ lllocr il nltlc ur'tr"' rg1111rr[(l' H the YYatcr the CENTER on (10) Owner{sl: +-o f,'n -F- d description: p ET A I L E D-p.ESC R I PT I Q!f. ryttcnl to be u*d. J ol thc use ol ground wnrcr: Hou:chold use and(11) l7:07 IRO}I.D I VsIATERES 9700458711 T-Ig1 P.001/005 t-303 MAR-27-2002 wR-t-5J5 !,\rL\rrrrrL,v y.,.vrv.' .. --;r;;, C.toiadotltlUy300 Golunbirra plclg.. 1845 Slr;nnan SL' Dot EH. (j(JL(JRr\Do 80203. _._-\!r\._-r, h.vr, {a .9i br.r..aq t -? N PERM tc ON FO rplication must conrPlete whore 'Dlicalils. TYPe or -.irri in qLAcK iNK. Nooverctriktr ffirasures unless .initialed. REcquED ,'lOy 1 E ,9Zg ffi#m ti t a PERMIT ro usE GROU-ND-W^T€fi ,.,, I A PERMIT TCI COTTSTNUCT A WELL. ro.' iii ie i'Enrurr ro INSTALLA PUMP ( ( } REPLACEMENT FOfi NO, ) OTHEB . WATER.COURT CASE NO. . - rnailing address coNDlTloNs oF APPBOVAI- This welt shall be used in- sych a Yy ?: to cause iJ'"riii.iii-iniurv io- "iisiing rratei . rights'--The ilr#;;i-ihl'i,.tiniiooes noiassure th-9 q'Plicant fio"t'';;i"iJrv-wiii ociut to another vestecl watcr rioht or preclude unoitttr owner-of a vestecl water ;i;;ii ;til;;;tins iJtiet i.r a civir courr action' ,. . , - "' %, Scaion 'l? Disr. rrmovED guB.survf ID CBS 1979' )(IIl A5 THE OXI.Y nE& 0[ FICE USE fNLY: DO AI'EES OB DT,SIGUATEID FoH or Bcceipt .Basin NOT WRLT u}s/ FIN THIS COLUMN a Ann l.I? oi. i rr',;':l'. STREET 't r. "l ,l (i NAME '3) ?(,0 CITY TELEPHONE NO. (,2) t. CountY 1'. r''Fi ,.1 ,r. o tN.sl f?. j=)6t-3 H i':--% ol Tqr.' .5-.1.. R,u.1?1rl 6 trr P g7-92-608 A ltsAg[BJf -fol (D 0F 55 ACIES .ooos{ maximum PumPing rate (gPm) AIPNOVED }OB DOI(ESTIC USE, IUCIIIDIf,O TEI!; INB.IGATIOU OP UO8 OVI]R OUE ACBE Of EOXE clmEls rxD I,mIs AP-P-L lC ATI o-N. APPi lov ED FP - ts;ttt PEBMIT NU6/[EE8 '2"t8L DATE ISSU€D EXPIR }r' I , n pl,'l wetel t r.: ) Number of acres to be irrigated: I ftoposod rotal dePth (feet): Aquifer ground water B ro bir obtained'from: .rl':.:. .'r 'l lt't r -;1;ri! il OTHEH I9I DETAIL THE USE ON BACK 111(11) (41 PIIILLEB Narne ,f 'r.'.': L'|! {r Owner,swellClesignatiOn -, -. -. ( I HOUSEHOTD.USE ONLY'no irrigation'l'*Orrr*,Oa ,t,i.: i iiSilE3irc-rr1-. [x | ,.o,ooroN {6r i 'ilt'ff,I?3[^fL, i- i i,iiriuiiipet rdr 1.5it\ril. *r , l1l3 :reiet Ii fl.^e.r.?.7.(. oty f,TclcPlronc Ncr. 7.a 4...1 !r 'l Lic. Ntr.?8 {) 8Y t.o DATE r1 @UNTY ? t- ttAR-27-2002 I 7:08 FROTI.D IVsWATERES trc rre(l rtrtrst be irrclir:alud otr lllc .d.iogromwhichthc wal.r tvill UsC tlre CENTEI{ SEC tlON (l section. o40 acret) lor rhe well trrcaliorr. + - -l- -- -l- '- -l' -"'+---- + -' + :-' { -- -l- !< -- .- r M1LE. s23o FEEr .-.- >l I++-F-t-t-++r.il -t.-NOF -t- -- + I-i+ I El +--l- t-I- + I -+--+ -l- 0709458741 T-791 P.005/005 t-303 by cli$tanccs lrortl gg$tlort litrcs sou'ci)soc. linc ln.rtlh c, v{est sec. line lcntt o, wr3tl LOT-BLOCK -FlLlNG * suEDlvlsloN 1951 fr rrom - 1 +-I I -l- I , NOBTHI_'r; A. ItI + {'-r l-'$ - I +--F I-l- + l -i-..--r- I --{-- I (71 TBAQL.oN wEl 9t!-Iv:tullEjrF.L!!ATE! Owner-_.&ru1, elol'iTr;o.Jr I No. ol acrcs 15 . Will tlrir bc the onlY well on thi3 tract?yes (8) ER.QPoSED cAS-INgi. iPlainoasrng ,r. , [:i T in. rr,irn-J.- rt. ro j5-9- .. r,. .-ln. from-ft.to-ft. Perloruie.d casing. o. , in. rro* rt"lllS -rfr.,re ,. ft. (:j r ._:",F'ql:UH 'l.h(i tt. ro 15o . rt. (e) roE: EEELAEWIILU si'e- ancl dircctisn {rom old well ErKl plons tor pluggirrg I 15 H lll -l-. -" -1. - .t- :... {- --.}- -- {- The sr;rte of thc rJingram is 2 inchm ^ 1 nrile Each srndt 40 acrcr. wAl l: I t fi Ou lvAt.EN'fs TAtt LE lltcun.lor, F lsurrel owner(sl:-'1rn:I .. l"l'!riT':-: 'n ' ' t' 't r: 'l' r;,'6r ;: l,Colo IIw Legal .Ajj--i,i;i-ii';rr 9.U. of tlre use ol ground wsur: I + I --t-- (10) No. of acrcs n:ir i rl lot 3 wo s mtrst intlicate tYPouso ,lr':F ^ h"r:l:'-.r'l'! '!.'.'T'FiT';rtt', 1;. ,tn_t_lt!f* ^mlr] y r"i'hh eo '.rnty *tn-rrrinrrl rrnrl ro5rrl.ati ons ---t- - -t- (12) QIttEB-lA'ATEB-NIG}II$ustld ort this lgnd. inclrtcling wclls. Givu Type or right ill^.q, ,iltt Userl for tpuoosel t i tn'!' :1 ftv 6n rlrl nagistrntlon aotl [rlutsr Court Cuso Nunbers' Dcscription of lorrd on which rrsod t i ,.. ! .. rt ci:-1,'i -'r r ,1.lr.n ntr,l:i'!ona :lrt. n!'d.:':t !r (, or' ll 3 I .'1 1 t13) ]'HE APPLICANT TBUE TO THE BEST OF HIS KNOVULEDGE.-? E(S} THAT TI{E INFORMAT]ON SET .EOBTH HE,BEON IS 4L tl ,IA ryne or APPL'CAN U:c arftlitional sheuts:of papcr if morc tDacc is roqrrircd' ir _--:-- -friT:,r.-l--;ifr511i. FAX NO. :I'lar. 25 B@. t!|??Ft'l FE t. . tllflul,$l,llltll!!Jlt!lJl!#'l#l''It'u!!l FRB'I : EXHIBIT "A'' A tract of land ln Sectlon 19, Townlhip 5 South, Range 92 Wegt thc 5h Principel iirriai.n, Gounty of Gartield, State of dolorado, belng-morc prrticularly desoribed ar lollowa: Beolnninq at r polnt on the Easl llne of the Stah Hlghwry No. 325 rlgttt 9f w"y' ["i-nJ "i"" on ite centcr llno of srld Sactlon 19, from whioh thc One Qurdrr Com-.r for Sections 19 and 24 ol said Townehlp and Range berrr South 89'56'43' East, gSS.e6 lee! thence along tho boundary ol sald Block 2, the followlng 7 GOUnEel: 1. South 89n58'43" Ea;l 1016.08leot; 2. South 00'10'{8n Erst, 763.22 foot; 3. South E7'10'28'West 718.03fcet; 1. 64.95 feet along the arc of r non-tangent curTo to the right, hrvlng an includod engcl ol 23'48'24", l radius of 158,319, the chord ol whlch beart South 78" 17'27" We:t, 64.48 het; 5. North 00'11'39" Eed 1e2.56 fest; G. 280.52 fcet along thr arc ol a curue to the lctt, having an lncluded angle of 28'25'19", a radlur ol 584.931, the chord of which b:rrt North l3'01r0O" Welt, 258.22 fcct; 7. North 20'13'45" Wesl, 4t0.83Ieut; Formcrly describod er: Lotr 1, 2,3r41 5 and common rrcr Block 2 RIfla Greek Ranch Subdivlrlon Firct Flllng The Plrt of which ls tpcorded at Document No. 342518 Together wlth vacated Crack Sidc Driw TOGETHER WITH a 5/30 share of gugnrentatlon plan ln Crse No. 81CW56 and of tha watar rightt represenled therrin, belng Kry's Xomer well No. t and Xay'r Korncr Well No. 2. Grentor retalnr t1/30 sharc of sald plan, wator and watar rightr representcd thereln, togethor with r proporlionalo chrr€ of benefitr of drled up landt descrlbed therein (Noto: 14lil0 sharc of raid plrn ir ownsd by Robcrt N. and Katheryn P. Calivr), and togethor with that portion ol Riflc Cresk Canyon dltch Prlorlty No.5 owned by Gtrntor. ALSO TOGETHER WTH Grrntofs intereel ln the adjudicrted tpring ln Case No. 81CW280, which spring is known as the Roblnson Ditch, in the amounl of .50 cft. o ! lt. ilililililililItmlll!fi ill iltiltil ilil llll til 8110r PcaS i r.sDotf33E3la Olt LZttgEtg 09: 110t of 2 R tt.o0 0 13.3e G0RFIE-D C0lilTY o0 WARRANTY DEEI) N cna\ as$ Tllts DEED, Madc rhis 8+L day of January, 1999, berween AllN CATHERINE RolllNSoN, of the c-ounty of Gar6cld aud Starc of c.olorado, Grantor, and J. c. owEN and PATRICIA A. OWEN, Joint Tenants with Rigbt of Survivorship, whosc legel addrcss is 1302 I'leodrick Drive. Carbondalc. of thc C.ouoty of Garfcld, State of C-otorado, Graulccs: WITNESSEIH, Tbat tbe Grartor for aod in considcntion of thc sum ofTco Dollers ($10.00) aod othcr good and valuablc consideration, thc rcccip and sufficiency of whicl ir hercby acknou,ledged, bas granlcd, bargaioed,sold and ooovcyed, and by tbesc prcscntrdocs grant, bargain. scll, convcy and on6rm, usto tbc Grantccs, tbcir heirl succcsson aod assignl foleve_r, all the real property. togctbcr witb improvcmcnls, if any. situatc, tyrqg *d bcing in the C-ounty of Garfield, Sratc of Oolorado describcd as fo[orc: lots l. ?,3,4,5 and C.ommon Area Dlock 2 Ri0e Crcek Ranch Subdivision Eirsr-Eiling The Plat of which is rccorded as Dosumcot No. 342516 as knoro by street and oumbcr as: Unassigned. TOGETHER lVTflI a noo-cxclusivc rigbt to usc and sbare in thc lon- cxclusive easements Previously rescwed by Grantor for usc ia conncction witb thc parties' interest in Kay's Korncr well Nc. I and 1 cxtcnding to cover dl rcal property within a thirty (30) foot radirs of lGy,s Koraer Welt No. 2 and includiog tbc right to opcratc and maintaia said wells end to instatt, oFralc and maintain underground pipctines, undcrground ctcaricat porcr tinis and othcr facilitics rearcnably ucccssary to utilia Graaror's rctaincd watcr rights. RESERVING TO Grantor non-cxclusive cescmcnb acrw tte rubject property sufficicnt to allow Graotor to utilizc Grantor's rctaiocd I l/3O intcrcst in the abwc-rcfcrcnccd augmcntation plan. spcciEcally, Grantor rctains and rescrycs to hersclf al casemcnl twengr-Evc (5) fcct in width atong thc South boundary of the subjcct proFrty for thcsc purposcs. SUBJECT TO the terms and conditions of subdivision imprwcmcnb agrecmcnl recorded May 31, 1983 in Book 62E at Page 178 and as arrcadcd Octobcr 30, 1984 in Boot 659 at Pagc 332 aod as asrcndcd Februery 4, 1986 in Book 683 at Page 105 and as amcndcd April 4, l9E9 in Boot ZSi at pqp 531. suBJEcr ro stipulations coutained in ruling of refercc in the Dstria court in and for Water Division No. 5, Application No. EIC\M56 rccordcd June 21, 1990 in Book 781 at Page 795. suBJEct ro a non-cxcluivc right to usc utility eascmcnrs showl on thc final plat of RiBc crect Ranch SubdMsioi Firsr Filing as conveycd to Robcrt N. caliva ind Kathcryn P. Caliva in decd rccordcd July 3, 1990 iu goot ZSZ at pagc E23. suEIEcr ro thc terms aDd conditions of cooperativc agrcencnt for pcrnancnt damagc prcvcnrion fcncing by and bctweco ti pivisoolf wildrifc "ira aon c Robinson recorded April 7, 1993 io Book ESt at page tZ5. TOGETHER WITH A!.fD SUBJEGT TO. cascmeob; rights-of-ray, lestrictions and conditions as shsrvn on thc plat of Ri0c cicet Randh Subdivision Fint Filing recorded May 31, l9E3 -as Rccrption No. 342516. qt't tl .'!,0 o TOGETHER wilh all and sin3ular the hereditaments and appurtcnances thercro belonging, or in anywisc appcrtaining, and the rcversion and rcvcrsions, rcmainder and Llllllllill lll|tl ru ffi illt |ilil ilt ffi il] lllts3651. oll12l l9t)9 @: tm !rre6 p{Z-I'-nu'i6bli. 2 c0 2 R 11.00 0 13.30 cenFlE CoUxIT COt'emainders. rcnls. issucs and pro6ls thereof, and dl thc cstatc, right titld, intcrcs! claim .rnd demand whatsoever of thc Grantor, cithcr in law or cquity, of. io and to thc abovc- Dareained prcmiscs, with thc bercditarnenB and appurtcnanccs. TO HAVE AND TO HOLD the said premiscs above-bargained and dcscribcd, with rhe appurtcnanccs, unlo thc Grantceq thcir hcirs, suoeessors and assigrs forerrcr. And thc t.irantor, for themsclves, their bcirs, succcsson aod assips, docs covenaDt, grant, bargaiu :rnd agrcc to and with the Crautecs, thcir hcirs suoeesson or assigns" that il tbc timc of tbc r:nstalinS, and delivery of thesc prescatt is sell scized of the prcmiscs abwe couvcycd, has goo<I. sure. pcrfect, absolutc and indcfcasiblc cstatc of inhcritancc, in law, in fce simplc, and has good right, full porrer and lawful autbority to grant, bargaiu.scllaldconvcy. lhc samc to maDoer and form as aforesaid, and Oal tbc samc arc bcc and clcar from dl formcr md trthcr trants, bargaias, salcs, licus, tarcs, 8slcssmentq cuormbranccs and rcstricions of whatcver kind or nature so€ycr, cxccpt subjoct to thc 1999 teocral plopcrty tarcs, patcrt rescrvalions, prior mineral rcscrvationq rcstrictions, cascmenls and righsof-way of rccord, and subject to eascmeDts for irrigatioo ditcbes in placc and in usc. The Grantor shall and will wARRANT AND FoREVER DEFEND rhe above- bargained premises in thc quiet and peaceable posscssion of tbc Grantccs, tbcir beils, suoccssoE and assigns, againsl alt and cvcry pcnon or Frsons laurfully clriming the whoh or any Part thereof. Tbc singular number include the plural, the plural the singular, and thc usc of any gendcr shalt be applicable to all gendcrs. lN WITNESS WIIEREOF, thc Granlor Las cxecuted this dccd on the datc sct forth above. A. -* {,-Z*^. l64--a-*< Ann Catberinc Robiason STATE OF COLORADO COUNTY OF GARFIELD RETURN TCu/M 01{EN I3O.I UENDRTCK DRTVE GAREONDAr.E, C0 EI623 My Commission E:rpircs:ll: !3 -qq $$ 8E ) ) ) ^-- fr: fgfgoing instrumcnt was acknowlcdged bcfore me this tr+ day of January, 1999, by AIIN CATHERINE ROBINSON. Witness my band and official scal. FRtll:J8l'lPtPColfiRhil FAX hD. ! 9U 945 5159 Feb.2mU.27Pt4 n bt 'lINilFrlr PL[{P NSTNJ.ATIOII AIO OF NC SI^G BIGilNER TEIT EFOHT ETAIE OF 00ton Do,oFrrcE uEt FtrmurffiB Ktm Q'n*'/ FcrOIrr b.ctly FlEr. oHNATUEo rr.rrd P"l4 rE'r, {&af,-*.vt,.t tun EtGr att **JLtuo.-GJ--t tor_i,ocx- ,uDhEIo IUME OfII'BTWE lf,FET dr5Crf,ll lur]d PlmD IdEtComd*O oncnE*HElE .;EtildEft .Eno' otftcD.ilr forftr rro. ffid EnEJrre, o.er, lc,l!rr.DH $rElb FqILElcr,"* oa rrd rr! b rmrd tr gll, lJT IEI.EAI} TIrrl$f Drilt rh Ilrto Crbl,cl D.I H,.6 DEnfEClllOlt TYPo t r.d iber]Eb. hilrrt hrulr D 86n4rr-tol ifpgEl'r.liss-l rilra JO bt[rDthrrd,tlry rlultEilof,tEllldffirdItatrilEtlllrdim trhlrrrhntillltrlEcdrrirntf.frtldTT,tr&pc.H.t,0qH5t rddrrru.l t*.tiJ.lfugrtmfifi&tis D- 7orpm o cir, , ',:r'+&ii:..r .-1.: .' ::jlll. DTt m =E'Ix rft: EI< -trtr DF -O-18 B=3*te sgoDF ..i.' .. '. :ir' I.-...1.i..r1.. 't:' ".,) -.'4.- ( -4rJ,.r: j-ri,- F - r;_F;Jl., r . -, 1-," 1 Information and data Geotechnical Study will be placed on the The Geotechnical foot of topsoil over some of the boring Percolation tests were percolation test holes individual site must The following condi 1. A Colorado 4. Monitoring 2. 3 two 5 6. 7 trench areas Proper miti Each new clogging, qualified within 30 include sewage disposal appears to be Based on the workable, for the suitable system the Homeowner prior to The monitoring, All septic Absorption Departrnent edition. Percolation test data is attached. CREEK SIDE ESTATES INDTVIDUAL SEWAGE DISPOSAL SYSTEM for this evaluation includes the PreliminaryPlan, Preliminary by HP Geotech, field percolation tests, and an existing individual with Garfield County. The on-site ISDS servicing the existing residencefiled to date with no reported problems. The five remaining proposed home sites sloping pastureland. v indicates that the soil conditions of the property consist of up to about one clayey to silty sand and sandy silty clay. Ground water was encountered in holes at depths of 2 % to 7 feet. conducted by Boundaries Unlimited Inc.across the site.The excavation of soil conditions similar to those presented in the geotechnical study ranged between 62 and 100 minutes/inch. The test hole location map and information and test results, site conditions are marginally favorable, but of engineered ISDS's within the proposed development. Each retested at the time of building permit application to determine the most for that particular site. are recommended and should be included in the ISDS management plan in Covenants: professional engineer shall design each ISDS. Association shall review and approve all ISDS designs and modifications accesses and risers shall be surface accessible to allow for maintenance, inspections. shall be installed at each end of absorption fields or trenches (minimum of pipes) to allow for inspections. or trenches shall adhere to minimum setbacks as regulated by the Colorado Health, Guidelines on Individual Sewase Disposal S)rstems, most recent (diversion) of drainage and flood irrigation for the absorption field or be included in the design and construction. shall be inspected by a Colorado registered professional engineer (or other specifically hained ln the area of operation and maintenance of ISDS ) of b emg placed ln servlce and at least annually thereafter.Inspections shall for pipe blockage, excessive buildup of septic tank sludge, absorption field other system and site condition problems. Project: Date 7-Aug-02 Grd wtr at 3.5 ft.in Test Time 12:00 12:'15 12:30 12:45 1:00 1:15 1:30 1:45 Time '12:O5 12.,20 12:35 12:5O 1:05 1:20 1:35 1:50 Hole #1 Rdg I 4.000 5.000 5.750 6.000 6.250 6.375 6.625 6.750 Hote #1 Rdg I 3.125 3.500 3.875 4.375 4.750 5.000 s.250 5.500 Hole #1 Time 12:1O '12:25 12:40 12:55 1:10 1'.25 1:4O 1:55 Time 12:12 12,,27 12:42 12:57 1:12 1:27 1:42 'l:.57 Rdg 3.500 4.000 4.500 4.250 4.500 4.625 4.750 4.875 Hole Rdg 3.125 4.000 4.500 4.750 5.125 5.375 5.625 5.875 Sills - Creek Side By: Bruce D. Lewis, PE Area B Presoaked by Sills night before depth) Hole #2 (24" depth) Hole #3 (18" depth) Rate Rdg lnterv. Rate Rdg lnterv. Rate 19" min/inch 2.750 inch min/inch 2.875 inch min/inch 15 3.500 0.750 20 3.250 0.375 40 20 3.87s 0.375 40 3.500 0.250 60 60 4.OOO 0.125 120 3.625 0.125 120 60 4.250 0.2s0 60 3.750 0j25 0.125 120 4.375 0.125 120 4.000 0.250 60 4.500 0.125 120 4.125 0.1250.250 0.125 l" depth) Rate nch min/inch 1.000 0.750 0.250 0.250 0.375 0.375 0.500 0.375 0.250 0.250 0.250 (19" depth) 120 60 120 120 4.625 0.125 120 4.250 0.125 120 90 Ave 105 Ave 105 Area B Average 100 40 40 30 40 60 60 60 55 Area G Hole #2 (21" depth) Rdg lnterv. Rate 1.875 inch min/inch 2.250 0.375 40 2.625 0.375 40 2.87s 0.250 60 3.125 0.250 60 3.500 0.375 40 3.750 0.250 60 4.000 0.250 60 Ave 55 Hole #3 (25" dePth) Rdg lnterv. Rate 2.000 inch min/inch 2.7s0 0.750 20 3.000 0.250 60 3.250 0.250 60 3.375 0.125 120 3.500 0.125 120 3.750 0.250 60 3.875 0.125 120 Ave 105 Area C Average 72 Hole #3 (18" depth) Rdg lnterv. Rate 2.000 inch min/inch 3.000 1 .000 15 3.625 0.625 24 4.000 0.375 40 4.250 0.250 60 4.375 0.125 120 4.625 0.250 60 4.875 0.250 60 Ave 75 Area D Average 88 Hole #3 (24" depth) Rdg lnterv. Rate 2.000 inch min/inch 4.000 2.000 I 4.875 0.875 17 5.250 0.375 40 5.500 0.250 60 s.750 0.250 60 6.000 0.250 60 6.250 0.250 60 Ave 60 Area E Average 62 (22" depth) Rate inch min/inch Area D Hole #2 (24" depth) Rdg lnterv. Rate 3.625 inch 4.250 0.625 4.500 0.250 4.750 0.250 5.125 0.375 5.375 0.250 5.500 0.125 5.625 0.125 Ave 24 60 60 40 60 120 120 85 Area E Hole #2 (24" depth) Rdg lnterv. Rate 1.875 inch min/inch 2.500 0.625 24 3.000 0.s00 30 3.375 0.375 40 3.750 0.375 40 4.000 0.250 60 4.125 0.125 120 4.375 0.250 60 Ave 70 inch m 0.500 0.500 -0.250 0.250 o.125 0.125 0.125 0.875 0.500 0.250 0.375 0.250 0.250 0.250 Rate rin/inch 30 30 -60 60 120 120 120 105 min/inch 17 30 60 40 60 60 60 55 AUGUST 2O,2OO2 Hole #1 ( Time 15:10 15.,25 15:40 15:55 4:1O 4:25 4:4O Rdg 2.500 3125 3.500 3.750 3.875 4.125 4.375 9" depth) Area G Hole #2 (18" dePth) Rdg lnterv. Rate 3.125 inch min/inch 3.625 0.500 30 3.875 0.250 60 4.125 0.250 60 4.250 0.',125 120 4.500 0.250 60 4.625 0.125 120 Ave 90 BDL Hole #3 (20" depth) Rdg lnterv. Rate 2.750 inch min/inch 3.750 1.000 15 4.000 0.250 60 4.125 0.125 120 4.375 0.250 60 4.625 0.250 60 4.875 0.250 60 4.875 Ave 75 Area G Average 80 0.625 0.375 0.250 o.'125 0.250 0.250 Rate min/inch 24 40 60 120 60 60 75 lt I I /i_!... // \\ I \-.---.t a): i I I ''--'u oo 't;, 'a ll \\l- -. \ ,. ?. \ t.; t I - ) I SCALE: 1 ":1 5O' DATE: 9/2/o4 F I LE: PERC-TE ,rrl Mork Sills Gort ield County, Colorodo Creek Side Estates Percolation Test Map 923 Cooper Avenue, Ste. 102 Glenwood springs, co 81601 n mBouna nc. I I, {( 6r&,tt (* ru^r^i",L {tnlo>' GARFIELD COUNTY BUILDING AND SANITATION DEPARTTTiENT 109 8th St?eol Suhe 303 Glenwood SPrlnge, Colorado 61501 Phone (303) 945'8212 pe,mn N3 -'5St0 Aooetcorl Parce! No. Thl! docs not conrtitutc a building or uto pormll. INDIVIOUAL SEIYAGE DISPOSAL PER]IIIT PROPERTY SYSTEM DESIGN TJ Owngr's Name -t Presont Syslem Locatlon L€gsl Ooscrlplion ol Assossor's Parcel No. loore*s enoneb25'oZ11 .o) - lsi tb,* lboarr/,o: ?to tt ,t, bro,uo ?ro1 3rt h '|JtrAT*,uqil ,/ta SEtocJtarU ,rrtq Soptlc lank Capaclty (gallon) Percolatlon Bato (manuledinch) othe, Number ol Bedrooms (or olher) tl- l-o l Required Absorption Aroa' Soo Attachad Special S€lback Requlromenls: ' Eflila tfu* dnal Tfrt.e eR rffilrsarg (**e Cc*,t ! V)oent ,$tE A&4eEs*o Ilxe ,g.€+qFJ, $o*-tt. 'i3ru,D. [-e,rl, s P. e, /floau Date lnEpcclor FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call lor Inspection (24 hours notice) Belore Covering lnstallation Systcm lnEtall€r Septlc Tank GaPaciU Seplac Tsnk Menulscturer or Trado Name Absorplion Atra - Adsquato compllance wilh County and Stltg rogulatlon3/rcqu Other Dato lnspector RETAIN WITH BECEIPT RECORDS AT CONSTRUCTION SITE ICONDITIONS: l. A[ ln8tallailon must comply wlth alt requlremonts ol the colo]ado state Board ol Hoalth lndlvldutl soweeo Dllpoltl Systems chipter 25, Articlo 10 C.R.S. 1973, Revlsed t9&{. 2. Thlo permit ls valld only lor connectlon to structuros which have lully complied wlth county zonlng and bullding re-quiromonlr. con' neclon to or uoe wtth iny dwelling or.trr"tri; -otapprovect by lne autring and Zoning.ollicc shellaulom.tlcolly b6 r violellon ori requlrement oi irt" perriit and ciuse tor both legal rction and revocation ol thc pormlt. 3. Any porson who construcls, altcr8, or lnstall3 an lndividual sewsg--o diEposal syslem ln a manner whlch lnvolves a knowlng rnd malerial varierion trom tho t€rm! or 6pociticalon" ioni"inio tn itre appilcari6n ol p6rm[ commlt. a CIE!. l. Petty Oltensc ($gxr.00 linc - 6 monlhs in iall or both). WhIIe. APPLICANT YeIIoT - DEPARTMENT a 9rlr-trr-GJrrE rU.IEFI rfiL]1.q-l rLFtlll\u.r,lt^Jfiit{Iu 19.:r>l.qtr;E : II.DnnuALEE\tAGEDtsFosALsYsf,B[APPLtcATroN OWNER r: J, tt ADDRBSS 8 OONTRACTOR ADDRBSS o PHONB pBNflrREetEsrFoR 14fuwnvsmr.uarlo]'l ( )ALTB3ATI9N ( )1PAIR Afrsh sprntc rtGca or tcDqt lhou,tE GdG erca wth rcrpoot to emnding rlr+ to0oSnPhy of mr, hrbitrblc hj16foE toa.rha grfpor$lo uldr udlq roil pcrooluio tctt holo* roll proflec h toc hoh! (Sa prgp a). Nor wlrn (Ity LqdPasipdmq Ad&ar WA.SIES NTPE:(x(t COMMERGIAL (X. IIqDT'STN,IAL ( ) TXANSIEIT USE ( ) NON-DOMBSITCWASTtsS ()OIIIER- BT'II.DINO ORSERYICts e2- IfudGr of Pcrmc- (lVr$or 196arr.*cr ( )sPRrMI ( )SIREAI{ORCREE( If srryplird by Commn$ WrE, giw DrnG of DIST/{I{CE IIONEARBST OOMItdt NIIY SHTBR. Was rn ofrrtnrdc to ooustt b 6G Comuaity t rlrc nlrn h rct{fd tc bc t[bnl.lcd rtrlEocrtr ttc fo&nlu }lBlIiflIU .Ituo..r f.oOnofOWcll 10lb.i SfldcTt*lrtVd} lfft:r latt trldf ro lrrlptlor Dftcf.+ Srcen or$leirt Cnrc 5a Sta SGpth SSrr0co r Pfoporty lio$(reptlc tank tleaeh fLqtdEofr.a youR nyDIvDUAL SWAGEB$FOSAL SYSTEM PmMIT U4r r N(lT BEISSTTEXD WITf,OIIT a s,rIE Pr4N. eiRourlp Q9.NDmONS: DcSbft$(holndWs PcrocotGrorud$lw ?fo3?. .., Z- h,, 2 I rrl]l-lU. rEFl rRl,.l. EI-r rLllitFlal4J, llA.EFlJFl I E,r a.l. Lo I TY?E SWAOB DISPOSAL 8Y8TE{ PRSOSE} (SETTICTANK () AERAflONFIAT{T () VALLT ( ) vAtLTpRM ( ) coMFosTMoToItBT ( ) BBCTCUIKT,ROTABLEITSE () IITPRwT () INCTNER/InONTOIIXf,() REgrcxJNo,(IfHEn'usB () ctrEUIC.ALrOllar ( ) omER-DBSCnFE- ffi:ffi;l***E*)oRplr ( ) BvAporRAt{spIRAnoN () TTNDBOROLTNDDISDRSAL () sAt{DFlLlB, () ABOVBoRqTNDDIS0tsRSAL () WASTBWAItsREOIID ( ) orr{En - WIII BFTLI,'BNT BE DISCHAROED DIRBCILY INTO WATEN,S OB TtlB STATB? '(JA. - Uy RrsidcrGd PmfrcCod Boghg' f0n Endm doosto hdrbholcNo. r*s' PEROOI.ATION ItslF RRsIrf -T8i (fo bc ompldGd E6loldi0Toi) Q* P/d-'4 9 t"tgllc_fr'?-rqfrtoh htolo I{o. I VarclfuO pcinAhblcNo.2 lYfntot in thholglO. -Nun,lnd nfro Drdo 7?A7CL I{q. d&1crtod Sr,n Applic1r r&orlodgr thd tb ooetam of tbo ryffi lr ooditionrl upo atd fitilhcr nudey rnd rddiiut E d npoltr u ry Dc nqrtud t, tu tood hilhh @uG io t md. Ed irded E 6c filcd oi [y fu loorl h..fi[ dcertucot Sr F rpood oftb onfrdo of,thc nenmem; rad t lrlre oflb Dctff b nrbrGd ro etdunr rad mffic r dmrd lrilry o lnso mmdm r,ilf nfi d nfdrdo rda, ffrrnrdmdrqcrr radrol h:lu,fh.d rl$dmdtobc etadrcdtyth.4phnlrtorqflto t!D.ud!dto bcrnr d sra o thc b* dry fnouilofp rod bdf rd uo drdgnod lo bo r{d o ty ttc loorl dqutnc of bcl3tr h avrhd$ tto ruo &r prporc dinftgrhc Dcrnh Tplhd frr Dr$. I ntnh udclul tt* rry ffi}dm fi oirr?rr!.uffiiil uy rceilt h rb dcdd of tb rpptodm a ru\loodoD of r4r pcdt 8ru!d h.d rpoa rdd 4ptndo rd h logd rcim tu pfiry u pwidod ty h?. Slgnld qr/,^l l'JL / - l{- oz- 3,3 fu,ury Ih. HAASE DEAW A}{ ACCUNAIB MAP TO Y(xN, IROPRTYII 3 tu.trlioDcJc o a Garfield '4J"E County, State SWI -'4.Nllll ' 4. SF:(:' ltJ BASIS OT BEARINC1016.9E COMMON AREA LCT 5 BLOCK ? ,. ri i. , !. .r . :.1: .+. 0o o' , .: .:r to/ t5o' LU -rtt?/ttt"{CttdqR6A ,5o trr \ Iw 5B rl? i"'. rt:r'* " r^tv" l2 FOT'ND SURVTYt 1/2 NC1{ALUUIM'T' 3 NCH IRON PIPT. STAiIPSD 'srg. c-c. Ls 10871, (i 1\ \\. \r )) .r! ! RIftE CREEK 1 February 26,2OO2 Garfield County Building Department 109 8th Street, 3rd Floor Glenwood Springs, CO 81601 RE: Mark Sills Residence ISDS State Highway 325, NW1/4, SW1r4, Sec 19T5S, R92W, 6PM Formerly Lots, 1 - 5, BLK 2, Rifle Creek Ranch Subdivision Gentleman: On February 26,2OO2,1 oonducted a final onsite observation and review of the Individual Sewage Disposal System constructed on the above referencEd property located northeast of Rifle, Colorado. Three previous site visits were made during the installation of the septic tank, lift station tank, foroed main and trench infiltrators. During this final visit, operation of the lift station was also observed. Based on the above referenced site observations and reviews, the lndividual Sewage Disposal System appeared to be constructed in accordance with the intent of the design and the Gar{ield County rules and regulations lf you have any questions or need additional information, please contact me at 379 8362. Sincerely, BU P.E Projectl 2235 Airport Road Rifle, CO 81650 19082 I BDUsop APPENDIX G RIFLE GREEK FLOOD PI.*III 1- 1; l .;.. ::.i,r ,;; t. ):: rl :,i:i t,ii il ,:, "i \.: i l ..t ..,j 'i..' . i, ,il :. ; qil- .,r1 ., !, !: l''\ i !,. a CREEK SIDE ESTATES RIFLE CREEK FLOOD PLAIN STUDY In his review of the original application, Michael Erion, P.E., Resource Engineering, acknowledged the possible placement of fill within the floodplain on Lot 4 (now Lot 6) where the existing residence is located. Based on Mr. Erion's concerns, Boundaries Unlimited hc. (BUI) has observed the removal of filImaterial within the mapped floodplain. Material has been removed to an extent where native vegetation and/or roots have been encountered. The presence of undisturbed nafural vegetation along the creek is a clear indication that no fill was ever placed directly within the creek. BUI will continue to coordinate with Mr. Erion to reclaim the site to the original topographic condition so that the floodplain is no longer affected. I ..> 5599,O ,""(. x __-_\_ ._ ,t it x 6.6.00() rl G.g.OOO I I eoo ' r GaG.oog f. li!62.945 \l r 64l,000 197r 64a.t6. E l.!G?,64o x fiE crl)f,EhlE Gtlll c@rarfs r: t,516.5O6.4? t: 5O1,255.78 r3 t341,566.6O r! 5216{11() { 6.71000 !96 tl 6.1?1165 E t,362.3.O !r.t ffi^lf *Fl*l:mx.'",I8' !iliH,','3ff'3T:: iirioa usosl lntaNculartoil stATlors *tRE iSEO! il 630.000x 65t.ooo oo o- o 6OER aO. N E G5l.ol.!62, rl9 .519 aoail Gst.oo.E 1J62,O.. .ol N 630,597€ r,!6e,Go5 I aorlx 650.541 E r.162l62t 2td Itd 2rd and aotN 6.19..36 E r.!c3,15? lol."i. o, !99x GaB.?69 E r.t6aro6t !98r 6aai7?O E tr3C!.oo6 -42-4. usc I Gs ltlE XAME o-155 .870?.PS ELfGlx)il 6r92.2A{ .69360 . LEGEND A Bstz. corlrFoL O ' VERTICAL coNlRoL X BEilcHrlaPx V erloro ccxrER : i- GR|D POrNl I cHoss sEcrloil o POLE -r - FENCE f ) IREE .n. BRrrsH q scluo - -r r i - t FOUTTDAT|oN or Rult{s gECtlOx LINE I FouND sEctloN coRNEF I -l- uNFouNo sEcrloN coRNE I APPROX. SECIION LINE S:\ff#ffi*,", iot-t-owtro BEHcHxlRxs I s -;i66G.a.x' )-;!./ ., OFOEN ooq o 3 u!95x 6.6.373 E r.362.2aC :58e.8 Ir0 a UI I !aI t ooq E 3 I x !590.e x lcilu l-- Eo @ COou- tE Fp 2I o @ COUHLITON BY FHOTOGT!99ETFIC UETCI FPil 6..CF.L. VERTTC L AERIAL iii6ioeaepxv rAxEr tov. l5,l6.al?. tga? rHts nlP conPLES sllH r|ATIONIL r' ^CCUFACY STANDAROS PfEPARED BY! TNALY1ICAL SJR\IEYS. tNC. at3? si{ToN ROAD couoieoo sPRtNGst co. ao9o7 ios - sgr-oogg sclLE u EE"# CONIOUF lNrEivrl- 2 'lEI @Lon DO Af,VER 5lD Til!fiam FLOOD PLAIN STUD) taiB.E ':lr GARFIELD A HESA COTJXTIEI'COIT It{ coo?tll?tol{ rlrH ooLoiaoo vaTlt cG{sEllato'l loJ oExvti. coLoRrDo I/ e---\, -- 'Aollt\* a.I -.. -.1 - i' . -_- 7 I i I I ,2 CSEEK SIDE .06I ESTffTES E '.!e1,"! ac. 'I .3!r g5oirgli E r.!el.e2.40?i fSC.llF t lrs6l.?61 4Oe N 630.0.0 E r,!Cl.of5 il G.B.B6! E l.36l,o5l N 6.0,622€ r.361,o4 ? rcti'ira.rrs E r,36t.0.e 3e7u 6l!.031 E ri36l.OBZ !9Cr| Ca7.?ll E lilcl,oS?!95x c.6.!85 E l.l6o.D6B.o9 N 63C.O9. E rr!61,o.9 N 630.98? t r,3Er,otBC e _4i -r D:Ct,rlEi. ItE I I-.f- I t n 656.OOO r, 631000 il 65a.OOO t{ 653.000 r{ G5?,OOO 3 .o6x 652.Ot!E t.363.29O ao6il 652.2t2c rrf62.5r. 5Zs .06 .o7 .06 N 652.595 x 65?.571 x 53Z,3lOc r.t6r.!57 E r,36r,16. E 1,t6t.354 B^SIS O HORI2OMIaL CO{TROLr r}G coto€Aoo SIA?E PLAIE cq)RoN^TEsysrtq cf,r{tPAL zoNE. L^rEEir corEoRila(o6lc PFOECTTO'I. rHE FOLLOryNG IUSCaCSAr{o/E uscs) lFl^xcuLArroil srrr|oils i,ERI, I'SED' f,ltf, oFDCn @trTESclrrft$tE ?|n r:15r6,5o6.a2 Y3 58t355.78 G.r^T 3rd x: t.2!l566.6o r:52\Ga1to ooo- 0 ? U I I ao5x 651.22{ E tJ63,Ol4 arox 653.932 E r.t52.973 ro 653r66 I t.lo2rt6? alo E t,!G2.Ol! .to N G3..Oa5 E r1360.539 ao9 t{ 65l,la3 E I,t6!.tot ao719 ll 651,OCrrlo! E t.l6t.lo. ao8x 65t.1c rr!63al ll E alI E I6il.500 r.!,63.Or7 BISE r VERIICAL CONTRO{-: SEA LEVEL DIIU'T BASEO ot{to-LowrNc EENCHxtlas: usc a Gs rHE 12 653tOO : r.1G2.969 al ra E i&ilE D-t55 aoro.7a F6 OFOER 2nd 2.n ELE\'TDN c192.28. .89t6() arl N 656.()00 E TF6Z,BZO LEGENO BORTZ. CONTaOL VEFTICEL C(,IIEOL BENCHUART P|TTO CETITER GR]D P()INT ooq oi U ooo- o: U A o x ,#, cRoss sEcrloit C PCLE -- - FENCE ? I o uUIo IoF I ooo o u IREE BitSH d SCFIE FOUTDAIION or Rt INS SECIION LINE FC'T'NO SECI ION CORiIEF tr{FouND sEclloN coRxt aDDeox. sEc?roN Lrilg i--ri G. Ua Iu I + _t_ I Ll cx.EEK 5t .os EsrATEs x 652.299 E I,16r,2ar OOHPIL TION BY PITOTOGRAYMETFIC XE'HC FFOil G" C.EL. vERrC^L rEirAL Dt{otoGDAeHy trxEN itov. r5.t6.Elt7, rElz tHrs srP coilPLrEs wr?H lllrroiriL Ie rCqJR^CY STANOARDS PREPTRED BY! ^ilALYICAL $nVEYS, tNg(167 STNIOI rOaD coLonam sFFrnGs, co. 6090? tos-39!-OO3t SCAIJ IN FEET COLORADO AIVER AXD TRIBI.,TARIEI FLOOD PLAIN STUDY ,rEDtrEt tot e-af rgLv O dBOi evsh r !l-. tvdh. ll{ c@PEiltrofi rt?H coLoRloo wryEr coN3Eirrr"to.{ lortt DE'lvEit ooLoRrDO oEcExlEi, tt!2 l-2(,000Z@q - coNrouP rxrEtvrt - ? rtETq .., .J.J - \\ _...., \:*\'r \'r'... ( ?':l-'- rl c55.i36 ail E I I ,.t. T, !.t60,9cls E r.560.67. 31r- .o9x 65?.62 'E t,!6r,sa8 :iO € .--"/i o lp ,,I \l t\ 9'. ) . rrt ... I I I ) \ ll $ --Coll 57 '*,r.r Y 'o (1,:,t t- 6lPr I oo u _.1 ll :-:_---6O il \\\. i\ ---\ ,\ 'r' --n \,\\ \\\. <x ,:l,a r. lt, (. \\ 'i'. rl \ r? t! ail E r.t6o.56l t -4 I t I G. I E t'. o ar. vt l*l =lr-G' CE CL cleoJlr, Y UI lrJ CE(J UI lt (E SOO.YEAR FLOOD IOO-YEAR FLOOD 50. YEAR FLOOD lO.YEAR FLOOD STREAM BED CROSS SECTION LOCATION MW LEGEND oz uJ(, F2 UJ =Luo z =()z LU (9 E u, =IJJ E UJo UI l! oa()< .utitza -r lll E3o9 u., = E2(zo3 v\t rf3,800 . u,200 STREAM DISTANCE IN FEET ABOVE CONFLUENCE t14,600 THE COLORADO BIVER I15,400 45,600 1 'l : Z,-r+ !t 4:!,400 45,000 4't. 5o)ooo A6,i3'tdo m =I U' zom =1t mm{ tI, cnOtofitooz'n c mzom ={I{ :E mat9\cbB! oo, mT 5 ooc, Bboo 5c, NoC' '!-"ooo q 2 d868eA , o o szEEEod o6gg E a mo mzo IIIIIIII r[000 PRoiltES R!FLE CREEK (E' C"'t FEDERAL EMERGENCY MANAGEMENT AGENCY GARFIELD COUNTY, CO (UNINCORPOBATED.AR EAS} -(n F- ;';'!,,) I t,.1li Ill i ,i't . 5ct o)oo sl -@l2t1dom =o ctt{' zom z 'nmm{ iD -@9B;o ooz.fl C mzom =IT{I mc)f,9Eb8, oo 7 =ma oto Nc,o oto (r,oo oto q,oo q 2 d868rF.rioogEg##ii in = \ ". I i93 E P P I =-2 - 8 I E 5o6gg I mo mzo rt00D PRoiltEs RIFLE CREEK CE'{1' FEDERAL EMERGENCY MANAGEMENT AGENCY GARFIELD COUNTY, CO (UNINCOBPORATED AREASI r i-l ,'i,; it,t. lr.'i ,' .i ", _,, ;.1'," .t |. '' .,: ili , lirl .; r: tl: r' .. . ., ,.: 1i':l ','.,') :t : .ll.,.1 ,,.., ' t,;j .a'r! ' : APPEHDIX DRAINAGE $TUDY I- t, l4:1''il- ,rl '' l;"tt ' ' . all .l;- l :' ::,.:";;,,;, ,l : a.;:!.r':1 . .-:,1 ''ir)i,+ I'l;r,,itr." lt,:rr!.. ,,r+i ;, . ''":r'i' l .,r.I ii; .i. ,;. .:' .:,:. . .1,.:.; 1.1,,' '\. ':i J -. , ,t: )!, ,.;', ':' t:".:. 1...i 1 ..ri ,., rt, I .i;.i .,, i:.,::,; ii 1i' \. '.:"r. .,i":.' ,f , : ,a a' .1. 1. ,!. ,.- i;,.': .iii. , 1.,1:, ttri' 1 .xi ir' . I ...,'\ ' :., ,. rrl, .tl o DRAINAGE PLA}{ FOR CREEK SIDE ESTATES BOUNDARIES UNLIMITED JOB NUMBER 2OO2.O3 June 10, 2003 BOUNDARIES UNLIMITED, [NC. 923 Cooper Avenue, Suite 102, Glenwood Springs, Colorado 81601 Phone: 970.945.5252 CI'* oI3 o SECTION INTRODUCTION OFF-SITE BASINS HYDROLOGY DRAINAGE PLAN SUMMARY DRAWINGS: APPENDIX A: Calculations TABLE OF CONTENTS Project Location Map 8 ll2" x ll" Offsite Basin Map 8 ll2" x 1l' Site Grading and Drainage Plan 11" x 17" SCS Soil Types Map 11" x 17" PAGE 1 1 1 2 2 APPENDIX B Supplemental Information Precipitation Maps o I INTRODUCTION The proposed Creek Side Estates Subdivision is located on the east side of Rifle Creek Road approximately 4.5 miles north of Rifle in Garfield County, Colorado. See the enclosed Project Location Map, Figure 1., for additional information. DRAINAGE BASINS The major drainage basin affecting this site is Rifle Creek. Rifle Creek forms the easterly boundary of the project. Another moderate size basin (approximately half a square mile) is lppa.tpd^tp.,O9.north and west of the site. Flows from this basin cross under the highway via a &iffi#r%lvert, then in an existing channel which runs near the southerly boundary of the site. This existing channel empties into Rifle Creek near the southeast corner of the site. This basin is shown on the accompanying Offsite Basin Map. Some very small drainage areas exist on the westerly side of the highway, adjacent to the site, but they are so small, the normal roadside drainage should be adequate. Any drainage flows from these basins must cross the county road prior to entering the site, either through the existing culverts only, or through the existing culverts with additional flows overtopping the road. Culvert sizes and capacity calculations are provided in the appendix. The subdivision itself mainly consists of hay field/pasture area which has historically been flood irrigated by the ditch laterals which traverse the site. Other than these ditch laterals, there are no defined drainage channels or ravines on the site. Drainage basins inside the subdivision are defined by the proposed roadway and existing irrigation ditches and will basically remain unchanged except for minor grading around individual home sites. IIYDROLOGY The hydrology and resulting floodplain for Rifle Creek is as defined in the Garfield County Flood Insurance Study (1984). The floodplain as determined by that study is shown on the Drainage Plan. The floodway was also determined, but it was not shown due to all proposed improvements being outside of the floodplain. The hydrologic methods for the smaller basins in this study are as outlined in the Soil Conservation-Service publication "Procedures for Determining Peak Flows in Colorado" (1980). Peak flows in this area will be primarily rainfall derived since the whole site is well below 8000 feet in elevation. Therefore, the storm drainage system will be more than adequate to handle spring snowmelt runoff. The precipitation amounts for the 10,25 and 100 year,24 hour storms were taken from the NOAA Atlas 2, Volume 4, National Weather Bureau (See copy of pertinent pages in Appendix B.). Runoff calculations for Basins A and B are included in the Appendix. 2 ,The hydrologic characteristics were either taken from the SCS information, or estimated based on information from nearby areas. Typically, a Hydrologic Group of *C' would be assumed for on-site areas, however, the offsite basin Hydrologic Group was calculated based on a average weighted by area. The vegetative ground cover was taken to be approximately 30% of the rype "Juniper/grass". This results in a weighted Curve Number of 68 for the offsite basin. The 25 year design storm prescribed by the county results in peak flows from the offsite basin of 28 cfs. This flow would have a sharp, short peak, and thus would be quite short lived. Mitigation will consist of maintaining the existing channel and using elevation and grading around structures to resist structural and water damage. DRAINAGE PLAN Drainage within the development will be controlled by the irrigation and drainage ditches in conjunction with site grading at individual home sites. Attention to site grading at individual UuiiOing sites will be necessary to mitigate the effects of storm drainage and flood irrigation. As noted above, the flows generated from the off site drainage basin will enter the site at or near the existing highway culvert crossing. The normal offsite flows will follow the existing channel, while larger flows will also tend to follow the existing channel, but may exceed the channel capaCity. Therefore, ttre etEvations and grading adjacent to proposed buildings will be used to mitigate the effects of higher flows. It appears that the existing culvert has capacity to pass the calculated 100 year flow (see culvert calculation sheet in appendix). However, site grading and design for each lot should still take good drainage practices into consideration. Since the flows will be relatively shallow and diffirse (except in the existing creek and offsite drainage channels), the possible damage to buildings can be easily mitigated with a proper site grading plan. This could be no more elaborate than a berm or berm/ditch combination on the uphill side of each building, or across the top of the whole building envelope. However, these are large building envelopes and individual homeowners are likely to want semsthing more creative or elaborate. Note that the proposed building envelopes are amply spaced to easily allow irrigation and storm runoff flows to be diverted around each site without significantly affecting another site. The road (Creek Side Drive) will be crowned and the minor amount of runoff from the road will not be collected, but will remain diffuse and be allowed to flow off each side of the road and continue along a natural drainage path through the subdivision. The general flow patterns can be discerned from the existing and proposed contours shown on the Drainage Plan included with this report. The calculations for flows and culverts are included in Appendix A.o 3oSI.]MMARY Additional storm runoff generated from the development of Creek Side Estates Subdivisionwill be insignificant due to projects low density and few impervious areas, and the fact that typical excess flood irrigation flows would be larger than most storm runoff events. Storrr water detention is not necessary as flows leaving the site will be entering the Rifle Creek floodplain without affecting any other properties. Individual site gradin! will be necessary to mitigate drainage and flood irrigation impacts. o o BI d+Yt E 8:tI Et{I5 N g E it st TI VICINITY MAP SCALE: 1'- 20O0' Ei {.t E )_o UIiDAEEI,ttffIED Nq 920 @OFER Al/EXrfE gIE OA o.EI{uuooDSPFhtGi @ACot90 9.tS OiEl DATE: 3/3/03 \eeur CREEK gDE ESTATES \TON]rY i'A,P RIFLE to x c IfI tItti tr: B Bli-d 6 $!6 e _8o6EGo EI T t 0t*d II 7lo En[Ttl77 ccflw mao tgilCUCAlllE OO-ilO CEEX G EETATEBG{IEEEIUP r?{*=, SCALE: 1' - 10OO'E/ISIi3 ffi BoUNDARtES UNLIMITED INC. 923hsAdu i Sdc m2 rFt Ftl IC DI rl :,i * r t I I APPENDD( A: CALCI]LATIONS o o Offsit, 0. txt TR-55 Tabular Hydrograph Method Description . .:::::.::TT::1. Offsite Basin Rainfall Distribution ta/P Interpolation Total Area Peak Peak Ti F1 Type II On 350 ac L2.6000 hrs l-0 .4 cf s me ow Given Input Data: Subarea Description D/S Subareas Area (ac) CN Tc (hrs) TI (hrs) Rainfall ( in) 1 350 6B 0 .4500 Support Data: Messages: Ia/p = 0.5 used. 0.0000 l_.5 Page 1 tmp* ct TR-55 Tabular Hydrograph Method Input Summary Description offsite "t"it'Rainfall Distribution Ta/P rnterpolation Tot.a1 Area Peak Time Peak Flow Given Input Data: . Type II On 360 ac l-2.5000 hrs 27 .5 cfs Subarea Description D/s Subareas Area (ac) CN Tc (hrs) TT (hrs) Rainfall ( in) 1 360 68 0 .4500 0.0000 Support Data: Messages: Info: Time of Concentration rounded to 0.5000 hrs in row <1>. 2.0 Page 1 I of f sit .00. txt TR-55 Tabular Hydrograph Method Input SummarY Description offsite Basin Rainfall Distribution Ia/P Interpolat.ion Total Area Peak Time Peak Flow Given Input Data: Type II On 350 ac 12.5000 hrs 65.4 cf s Subarea Description D/s Subareas Area (ac) CN Tc (hrs) TT (hrs) Rainfall (in) 1 Support Data: Messages: Info: 360 68 0 .4500 0.0000 Time of Concentration rounded to 0.5000 hrs in row <1>. 2.4 Page l- w-chaneel.txtocreek side estates Drainaoe channel calculationfor th6 west off-site easin Flow 100-yr 7 /L2/04 channel calculator Gi ven Input Shape sol vi n Data: for rbp width Area .peri meter Percent full Trapezoi da1 Depth of r'low 65.40 cfs 0.034 ft/fr 0.0175 24.00 in 36.00 in 0.50 ftlft (v/H) (2:t a/v) 0.s0 ftlft (v/H) (ZzL a/v) 12.56 in 72.27 fps 243.68 cfs 5.33 ft2 92. 1-6 i n 8.33 in 86.23 in 14.00 ft2 143.33 in 52.32 % F'lowra Ite s1 ope ruanni ng's n uei gh t Bottom wi dthteft s'lopeRight slope computed Resu'l DePth. . . . ve loc] ty ru'l I Fl ow Flow area ::: rate rlow perimeter Hydraulic radius cri ti calcri ti calcri ti cal cri ti calcri ti calcri ti calcri ti cal speci fi c Mt n'I mum Froude n critical tnfo depth s1 opevelocity .. area .peri meterhydraulic radiustop width rmati on 20.46 in 0.005 ft/ft 5.98 fps 10.93 ft2 127.50 in L2.34 in l-17.84 i n 3.39 ft 2.56 ft 2.5L energy energy umberrlow condition supercri ti cal o eage 1 creek side Estatesculvert calculation for the west off-site easin Flow 1-00-yr 7 /72/04 w-cul vert. txt ci rcul ar 3 Headwater 2 2 CORRUGATED METAL PIPE CULVERT MITERED TO CONFORM TO SLOPEoff 64.5000 cfs 0. 0240 67.6000 ft 63. 5000 ft 63.3000 ft 30.0000 in 40.0000 ft 0. 0000 2.0000 ft 66.5955 ft outlet control 0.0050 ft/ft 5. L071 fps culvert ca]culator entered Data: Shape ruumber of garrels solving forchart Number scale Humberchart Descriscale Decsri oyertoppi ng pti on ?:t:: uanning's n Roadway r'levtnlet elevatoutlet Eleva r'lowratb oi ameter rai lwater ati on ionti on Length Entrance Loss Computed .Resul ts : Headwater S1 ope vel oci Messages:Outlet head > tnlet head. Computing outlet Control headwater.outlet not submerged. ttormal Depth : 30.0000 i ncri ti ca'l oepth : 18.9160 i nrlow is subcritical. ttormal depth > critical depth.railwater depth < normal depth. u2 drawdown profile. railwater depth > critical depth. oepth computbd with direct stbp method starting at tai'lwater depth. Headwater: 66.5955 ft ty ... HEAD- INLET OUTLET WATER CONTROL CONTROL FLOW ELEV. DEPTH DEPTH ryPEft ft ft DIS- CHARGE Flow cfs NORMAL DEPTHin CRITICAL DEPTHin OUTLETVEL. DEPTHfps ft TAILWATER VEL. DEPTHfps ft 0.00 0.00 0.00 2 2 2 12 .90 .00 25 .80 .00 38. 70 .00 65 .34 67 .04 67 .27 1.64 3.39 3.77 20. 68 30. 00 30.00 30.00 30.00 30. 00 3 .06 5.26 7.88 L.72 2. 50 2. 50 1_.84 M1 3.54 M2 0.00 NA eage 1 GHART 6 5,OOO 4,OOO 3,OOO 2,OOO l,ooo 800 600 500 400 300 200 roo 80 (t)l6'-7'r lO'-t' t5'-4'x 9'-3' l2'-to'x 8'-4' ll'-5'r 7'-3' 9'-6' r 6'-5' 8'-2'r 5'-9' 7,-9. r 5'- l' 6'- l' r 4'-7' 72' t 44' 65'x 4O' o (z) (l) tzt (3) $u scaur (rt (2) (3t EXAMPLE Sizc: 56'r 22' O. ?0 clr !g* D Lt0 l.l 5 t.?2 ro in t.Gt 3 4 3 3)- 4 2 2 1.5 * 3 j ocif6u<Fc< gd 2- H;l dt"i3F t, c.Llbs HW ( lc.r ) z-o z,t ?.2 L l!, l,oED r'o 5=31p" .s- ;1r1't.ot(iU) -- 3?" .8 tl) tr-o = 4o IE lrjg o- l!o t!v,a z (L tn UJ N 3lt .6 5 6' =I UJ 9(r t!o a =ElrjF =I F o- lrjo E F =o lrJr .L 9f'rS ;(9 E Ioo6 60 50 40 30 r 36' 50' r 3l' 43' t 27' ,/./ 3G' t 22' 29' r l8' 25'x l6' 22' t 13'l.o .8 .6 .5l8' r ll' ':f aoDrrroNau srzEs Nor DTMENSIoNED aRE LISTED IH FA BR ICATOR,S CATALOG BUREAU OF PUBLIC ROADS.JAN. 1963 ENTRANCE TYPE H.odroll Hilrrod lo conlotm lo rlopc Proircling -W;irr,uRoaowny '-e'{8' A*tr, ftvmTu' /"o i d oE oz Fo to I 6 5 4 3 2 To ulc rcolr (U) or (3) proi.ct horizonloll, lo rcol! (l)t lhGn ur! rtroiehl inclincd lint lhrough D ond 0 tcolar, or ravrrra or illu3lrolrd, t-B-l 35 35 HEADWATER DEPTH FOR C. M. PIPE-ARCH CULVERTS WIT H INLET CONTROL zt - t.5 2 :l f - -*F [' i@1 - l.O F 9 1.5 1.7 .8 7 6 .6 5 4 ,4 I c :-'. r;:dt'-;r:,.:" .4 .8 t CHART 5 l80 --i t68 r56 144 r32 120 ro8 96 ro,ooo I,OOO 6,OOO 5,OOO 4,OOO 3,OOO 2,OOO l,ooo 800 600 500 400 300 200 loo (t) EXAMPLE 0.36 iachrr (5.O tcct) O.66 clr HW D (2) b. (3) 5I 6 ta) 3. (t) (2) (3) E o U F Jo) <l !E Fo =tF'o 6 =-Fo- ElrlF =o UJ- t.8 ?.t 2.2 rD in trcl HW(lr!l) 5.4 6.3 6,5 & 1.5 r.0 v,l!o z o IJ(9E 2o 84 7? 60 e4 48 olrj Io =z o FE trJ =o Eo Elr,F lrJ =o z. aEIrlF N, l 'Li *i;ffils'\o./8 60 50 40 30 Hw D uL* bo 36 53 30 27 24 2l l8 l5 t2 SCALE (t) (3) E NTRANCE TYPE Hcodroll Milarrd lo contorm lc rlopr Proi.cl ioe ftouE ?o lo I 6 5 4 3 z .9 ,8 j o c! G oz Fg, ,7 .6 5t.o To utr sccl. le, or (5) proi.st horironloll, to lcolc (t)r thcn or. rlroi0hl inclin.d linr lhrou9h D ond 0 tcolcrr ot rrvaraa os illurtrol.d. 5 HEADWATER DEPTH FOR C. M. PIPE CULVERTS WITH INLET CONTROL -.1 _t *4 _t -2. _Z - t.5 :'.u : l,ZA - t.o =F- 8 - l.o -- -.8 -.7 -.6 -.6 I BUREAU OF PUBLIC POADS JAN. 1963 c f.= t3 4. 2,9'' I i'*;'''r -.7