The URL can be used to link to this page

Home My WebLink About1.0 Application_Part3.... 1• BILL OF SALE KNOW ALL MEN BY THESE PRESENTS th at G.1-1 . Da ni e ls , Ill a nd Gregory Hasenberg (co ll ective ly referred to herei n as "Se ll e r"), fo r good and valuabl e co ns id e ration, the s uffi cien cy of whi c h is here by acknowledged, at or before th e ensealing or deli very of those presents by th e Quicksilver Court Homeowners' Association, a Colo rad o non-profit o rg ani z ati o n (th e "HOA" o r "Buye r"), th e receipt of whi c h is he reby acknow ledg ed, has barga in e d and so ld , and by th es e presents does grant and co nvey unto the said Buyer, its persona l represent ati ve s, succ esso rs and ass igns, th e foll owing p rop erty, go ods and chattels, to wit: the Dry Hydrant, its appurtenant piping and facilities, and the Water Distribution System, including lite Sltared Wells No. 1 through 3, their equipment, distrih11tio11 lines, valves, easem e11ts, permits, and West Divide Water Con servancy Contract N o. 0 7021 SGD(b), as described and designated in the Declaration of Protective Co ve11a11ts for the Quick Silver Court Subdivision ("Declaration ·~ which is recorded in th e real property records of Garfield Coullly . TO HAV E AND TO HOLD th e same un to the said Buyer, its perso na l representatives, successors and ass igns , forever. The said Sell er co ve nan ts and agrees to a nd w ith th e Buyer, its pe rsona l representati ves, succe ssors and assigns, lo WARRANT AND DEFEND the sal e of said pro pe rty, goods and c hattel s, ag ain st all and every perso n o r person whom ever. When used here in , the s in gula r sha ll includ e the plural, the plu ral the s ing ul ar, and th e use o f any gend e r shall be appli cable to a ll genders . IN WITNESS WHEREOF , the Seller has ex ec uted thi s Bill o f Sale thi s 2 S Janu ary 20 I 0. S E LLER: STATE OF COLO RADO ) ) SS. COUNTY OF GARFIELD ) ,... T he foregoin g instrument was ackno wl e dged before me o n this 2-$ d ay of .J~1 2.1.'.l I 0 by Geo rge H. Dani els, III and G rego ry 1-1 asenberg, as Se ll er. Witn ess my hand a nd official seal. d ay of Exhibit N Traffic Impact Fees New Single Family Units Pre‐existing SFU ADT per SFU Total ADT Cost per ADT Total 50% Due Daniels 4 0 10 40 $276.00 $11,040.00 $5,520.00 Hasenberg 2 1 10 20 $276.00 $5,520.00 $2,760.00 School Fees New Single Family Units Pre‐existing SFU Cost per Unit Total Daniels 4 0 $200.00 $800.00 Hasenberg 2 1 $200.00 $400.00 Note: NO Vegetation Security is Necessary Exhibit O Rifle Fire Protection District Telephone (970) 625-1243 • Fax (970) 625-2963 • www.riflefiredept.org 1850 Railroad Avenue • Rifle, Colorado 81650 To: Tom Veljic Garfield County From: Jason Clark g....__ ~ Fire Inspector Rifle Fire Protection District Subject: Quick Silver Pond The purpose of this document is to state that the Quick Silver Pond meets the requirements of the International Fire Code, 2003 Edition. Additionally, the pond excludes Quick Silver Court Subdivision from needing individual lot fire protection water sources. If you have any questions please feel free to contact me. CC: Dan Dennison High Country Engineering, Inc. ,. Rifle Fire Protection District Telephone (970) 625 -1243 • Fax (970) 625-2963 • www.ritlefiredept.org 1850 Railroad Avenue • Rifle, Colorado 81650 To: Dan Dennison From: Jason Clark-Rifle Fire Dept. Fire In spector ~0 Date: October 2 1. 2009 Subject: Quick Silver Pond Th e Rifle F ire Prokction District conducted the final acceptance test of the Quick S ilver Pond the morning of October 21, 2009. It appears all specificatio ns and requirements have been mel Rifle Fire Protecti on District recommends approvaJ of the water supply. Rifle Fire Protection District Telephon e (9 70) 625 -1 243 • Fax (970) 625 -2963 • www.riflefi redept.org 185 0 Ra il road Avenu e • Rifl e, Colorad o 81650 P r ivate Water Supply Acceptance Plans appear to comply with Rifle Fi re Protection District's rules with the following conditions. 1. All buildings require an adequate supply of water designated for fire fighting (IFC 508.1). This water suppl y should be in place prior to construction and meet all other requirements of IFC ( 508.5 & Appendix C -fire hydrants, Appendix D-fire apparatus access roads, ... ) 2. A Municipal water source is the most reliable an effective water source. 3. Fire flow Requirements are based off Appendix B in the IFC-Example- Tbe minimum requirement for a buil d ing of type IIIB construction and 14,000 square feet is 2,500 gpru for 2 hours = 300,000 gallon s at 20 psi. This can be reduced by meeting the requirements ofIFC Bl05.2. 4. IFC 103.3 does allow the fire code official to uti l ize NFPA 1142 or the International Wi ld land Interface Code in areas in which adequate and reliable water supply systems do not exist. 5. Design of the water s upply system should take into accotmt future growth. Building size, constructi on type and how close b uildings are to one another could require an increase in water supply or restrict what can be built in the future. In addition, any buil ding that requires a fire sprinkler system could increase the requi red stomge and/or the need for code complaint fire p umps . 6. A private water supply system has to be designed to meet all applicable codes. A stamped engineered set of plans fo r the design of the pr i vale water system must be submitted and reviewed by the fire prevention division .. 7 . A functional test of the system is required by the fire district prior to occupancy with design engineer. installer and owner /manager p resent. 8. Private water supp ly systems shall be periodically inspected, tested and maintained according to NFPA 25 (IFC 508.3). Documentation o f the responsible party, lhe schedu le and client training shall be provided by the desi gner of the water supply system to the fire district . Documentation of all inspections, t esting and maintenance shall be k ept on file and submitted to the district on an annual basis or upon request. 9. Dry hydrant connection shall be 6" NII-female Rifle Fire Protection District Telephone (970) 625-1243 • Fax (970) 625-2963 • www.riflefiredept.org 1850 Railroad Avenue • Rifle , Co lorado 81650 10. Main tenance records shall be maintained by the owner for th ree years. 11. The fire district will schedule an annual functional lest of the system with lhe owner or his design ce. I 2. All underground wo rk must be performed by a Ji censed underground contractor wi th the Co lorado Div ision of Fi re Safety. 13. Maxi mum dra ft elevation all owed by Rifle Fi re Protection District is 10-ft. Thi s is meas ured fro m the strainer to the centerline of the fire apparatus pump. 14 . All und erground mains supplying fire hydrants must be a mini.mum of 6- inches in <liumeter. Date: 711109 I f nspector: I J. Clark .:2----t:l-?--- Site Address: Qu ick Silver Pond _,.~--"~--'--=...;..c--~--~--~-~----- lnstalling Co ntractor: High Country Engineering Phone Number: 970-945-8676 __ ;__;,__.;;...:...:....:. _____ ~----------- Rough-in Inspection: Date: 8/ I 8/09 -------In spector: __ J. Clark 24= ~ j Results: Pass _x__ Fail ___ _ Hydro static Test: Ycs _N/A __ No Pass Fail Underground Pipe Flush Certificate: Yes NI A No Date ---- Final Test & Inspection: Dute: l0/2 1/09 -------Inspector: _J. Clark J:=~ Result s: Pass _X __ Fail ___ _ CIVIL ENGINEERIN G October 21 , 2009 Mr. Kevin Whelan Rifle Fire Protection District Fire Prevention Chief 1850 Railroad A venue Rifle, CO 8 165 0 An Employee-Owned Company RE: Quicksilver Court R egional Fire Protecti.on Pond Mr. Whelan, LAND SURVEYING High Country Engineering (HCE) has inspected the installation of the pond and dry hydrant according to the drawings "Fire Protection Pond " and "Pond Grading Plan" prepared by HCE as part of the final plan package. The owners chose to alter the depth and slopes of the pond to get a 3: 1 slope throughout the pond but maintain the minimum required fire protection storage area. The pond was surveyed a number of times to get the depth and slopes of the pond to this revised layout. Once the liner had been set and the rock placed to complete the final surface of the pond, HCE surveyed the pond to make sure that the minimum volumes of the pond were still satisfied and that the selected elevation of the dry hydrant draw pipe was per the revised design. This data was analyzed to verify that the 1 O' elevation head maximum from the draw pipe to a potential fire truck was observed. The minimum pond levels were also established using Autocad Land Development to model the bottom of the pond as well as the monthly State of Colorado evaporative losses to establish a quarterly minimum pond level as marked on the overflow pipe. The summer fill level is the highest and the winter level is the lowest and these levels must be monitored by the Quicksilver Court Homeowner's Association (HOA) as well as biannual spot checks in the Summer and late Fall by the Fire District. These changes to the original approved pond design are reflected on the revised drawings dated l 0/21109 which will be kept by the manager of the HOA as well as on file with the Fire District. The maintenance of the access road to the dry hydrant , the pond, and the dry hydrant itself will be the responsibility of the HOA. The "Fire Protection Plan" on Table 12.1 is from the Rural Fire Code which establishes the maintenance schedule of the dry hydrant appurtenances. The HOA is also responsible to maintain the snow removal of the access road and repair and replace the directional and instructional markers if they are damaged or stolen. The pump test was performed on the morning of October 21 , 2009 and was accepted by the Fire Department truck crew. A final leak test will be performed in the Spring of20 10 once the pond is full to determine whether the liner is functioning properly and the losses are within acceptable tolerances. HCE believes that the regional fire protection pond satisfies the requirements of the Rural Fire Code and the needs of the Rifle Fire Protection District. If you have any questions please feel free to call me at (970) 945-8676. Sincere!} P~P~ Daniel R . Dennison , P.E. High Country Engineering, Inc. 1 5 .1 7 Blake Ave nue , Suite 101 Glenwood Springs , CO 81 60 1 970.94 5.8676 pho ne 970.945 .2555 fax www.hceng.com 14 Inverness Drive East, Suite F-120 Englewood , CO 8011 2 303.925.05 44 phone 303.92 5.054 7 fa x Exhibit P PLAT NOJES: 1. BASS CF BEARINOS R>R lHIS SU~ IS A BE.ARIN; CF NOD1JJ".Jr'W BEnlE!N Tt£ N~-lltST ~~!7~A= :~:.:.: ~~ ~~~.lHE WEST 1,,,6 CCllNER 2. DA."IE OF' 51..R\E': DEIDlllEJl 2DOL J. =N~~~~:...ss~~~l4~=:p~a:~AS SH-HEAEOll. 4. llEARINC:S All> DISTANCES SHOWN N PARENTHESIS ARE '1lDM n£ aa....DARY SUR\€Y Of' CltASS MESA RAHa-t PREPARED BY .DRY BAUER L.B.flOOI DAlED .._..E 11. 1185. 5. ONE ('I) DOO WLL IE Al.LDWEIJ F<ll EAat RESIDENTlAL UNIT ND Tt£ DOG SHALL IE REQUIRED TD BE C:O.FltED WTHN n£ owtEl'S PROPERTY Ba..NDMES. 8. NO <FEN t£Nmi SCIJO-A.E.. f1REPL\CES WU. BE AU.D1ED AN'l"lliERE WITHIN 11£ 9.8DMSION. :~!211=: =~im~::U..~ :Su.~~~· :y~~·=··~DD~Q Ll\lr13 Wl.L EIE Al.LDlllED Ml UNIE5'1'FIC"'IED NUlll:ER OF NATIJRAL °"5 llJRllNG ~ /HJ ......,.,,_ 7. H.L EXTERIOR UCHTWC -.L. BE THE MNMlt.I AMCIJNT frECESSARY JHl H.L EXTINOR UCHTINC !MU. BE Dl£CTED INWARD NI> DDYINWNIJ TDWMDS lHE .. TERIOR Of' TI-IE 9JBDllA9C*., D.'CfPT THAT PROWICl'm MAY BE MADE 10 ALLOW F<ll SAf£TY UOHTINO lHAT DB ~D ntE PRCRRTY aa...DNIES. e. NO FUR11£R CIWIQNS CIF LNjD ·-THE tuBDl\1-'lllll BE AU.OWED. e. CllLORADO IS A "AICKT-Tl>-TARM" STATI Pl.RSIJANT TO C.R.S. JS-3-10!. ET SEQ. [Njlml!ERS, RE9DEN19 AND \AMTCRS l&JST BE PREPARED 10 ACCEPT n£ AC11\411E'S,. SDl'TB-. 90llltl)9" AND IM!ll.S CIF llMfED CQU~ AGRIC:U..!UIN.. OPERATIONS NJ A NORllAL N<D NECESSARY A9PEJ:T CF LMNC N A COUNTY IMTll A ~ 'tlJW-a.tARAC1tR AND A. 1£N,..TMY WDllNC" ~ ALL lllJST IE PREPARED 10 DICOIJNlER NaSES. Cl>OR, UQHTS, YJD, DUST, SMEJ<E atDICM.S. t.IAOllNEllY ON PUBLIC ROAD$, UYESTtXI( ON PUBLIC ROADS. S10RAGE AND DESPOSAL. Of' lllAtU•E. AND ntE APPUCA11mrl BY SPRA"l'l\IQ OR OTtEJmE Of' QiElllCAL FERll.Jlaa 90L MIENDIEJITs. tERBI~ IHJ PES'llQDES,, MIY cttE Elt WIOFE Of' -.01 MAY NAT\.RALLY DC:OJR AS A PMT CF A I.SM. NI) NON-ltECUCOIT ACRICULTURAL CP£RA110NS. 10. ALL owtElS CF LAND. WHETHER RANCH DR RESIDENCE,, HAVE OllJCATICWS l.WDER STATE LAW AND COUNTY RDIJLATKHI wmt fEINm TO Tl.: MAINlUtANCE DF FENCES Nil IRRIGATION Dlm-E$, CClfTRCIJJNQ WEmS. ICEIPINO U\D10CK Nil PElS UNDER CONTIUI.. U9NQ PRCFERTY IN AOCIJRDlltCE WITH ZONNQ. INJ OlHER ASPECTS OF IJaNQ NC M,..TAINNO PRCPERTY. fEIDEN18 N<D LNjDOM4ERS NE. ENCOJllME) TO lEAAN NJWT THESE RIQiTS 11140 RE8PONSllLJTES AND M::f ~ CID> JriE:UjlMllO'lS AND allZENS CF 11£ C:OUN'TY. A QOCE 1\111'CDJCT'Clff ~ FOR SUCH INRlRMA~Cll 18 "A C:UIDE TD R\lllN.. UWIQ • SU.U. SCN..E Aae\ILTUAE." PUT C:UT BY THE ca.oRADO ITAlE Ull\IERSITY EX1UUION OFACE IN QMFIEl.D CCllNlY. 11. BASED ON lHE ANAL"l'!IS or TI-IE 9.Jlt-SOIS ON Tt£ PROPERTY, llOWJUAL !EWMJ[ aSPOSAL S'rS1DI AND f"DLltDATION DESQNS ARE REQUIRED TO BE CCltDUC1ED BY A REGllSTDEJ PRCFDSIONAL ENOttEER. UCDl!ED 10 PRACTICE MTHIN THE STAlE Of' COLDIWKJ. nDE SIUDES N<D PWIS 9W.L BE tullMITTED llTH l'IDMDUN.. llUIJllNO PEllMIT N'PUC/\110N FOA EACff LOT. THE c:asT CF 1lEilE S'TIJDIE!il -w.l BE Beft\IE llY THE INlMDIJAL PROPERTY OlllQ. 12. ALL STRED5 ARE DEDICATED TD lHE PUIUC BUT AU. STREETS WU. IE OONSTRUC'IED TO STANDARDS OCN!llSTINT WTH 5EClltJrll 8r:.1D aF THE SUBDMSION RECIJLATltJrll aF 1~ AS NiENJED AIE REPMC MD MAINTEJIMCE 5HM1. EIE TI-IE REa"tlil&EIUT'Y' aF Tt£ QUICICllL\IER COURT HCllEJ'tlltERS' ASSOCIAlltJrll or TI-IE 9..UDWIDN. 1~ Tt£ lllPDN... RIGHTS ASIOCIATED WITH ntS PROPER'TY HAW: BEEN PMTWJ..Y E\BED NID M£ NOT FUU.Y INTACT ~ ~ W'TH THE 9.llF'ACE ESTATE ~ ALLOWINC" THE POlENTIAL ~ NATURAL FtESOLIRCE EXll\ACT'ltJrll ON 114E Pft(FIJtTY BY 'TME MIJEJW. ESTATE O'ONER(S) OA LDllEE(S). 14. ALTHaJOH ND AOOESSORY DELJ~ l.WrlS WERE APPRCMD ntlaJQH ntE PREIJMINARY PLAN PROCESS, All. nnuRE PERMTIED ACCESSCRf DWEl!MD UNTS 9iAlJ. BE u .. Tm ro 1,GOD SQUARE FE£T AND MAY NOT BE CClt~ tno .!EPARATE 0¥IER9-IP. 15. ALL LOTS NE. aJB.S:T TD THE D£UAAA110N CIF EAIElllEN1$, AD1RICUONS AND CO'.vlN<TS FOA QftAS5 MES*, IUINCH. UI. Tt£ OMER Of' EAC>t LDT 9-IALL CEMDNS111ATE ntAT lHE RE<i.IRED 1000 QAU.ON STORME TAM< HAS IEEN CCNSTRUC'IED PFIOR ro Tl.: IS51JMICE CF A CER11F1CA1E OF ocarANCV. COUNJY SUf!llEY!lR'S CERDEJ<:,m: AP~ FOft CDlfTINT MID FORM ONLY AND NOT lHE ACCl.J\ACY' OF SU\llEYS. CAL<:U.A~ONS NIJ DIWllNQ PURSUANT TD c.R-$., "9--51-10! N<D 102. ET SEQ. DATED THIS" --DAY OF ------lOID. ""~OM=Fl~EUl~=COJ=NTY=tu=IM'lal=~----- DATBl TllS --DAY OF -------A.O. lOID. FINAL PLAT QUICKSILVER COURT SUBDIVISION A REPLAT OF LOT 2 BEING A PARCEL OF LAND AND LOT 2A GRASS MESA RANCH SITUATED IN THE SW1/ 4 OF SECTION 22 AND THE NW1/ 4 OF SECTION 27, TOWNSHIP 6 SOUTH., RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO EXCEPTIONS TI-ILS PRCRRTY IS SLe.EC'T TU EXCEPTIONS TD 1Tn.E SHOWN .. lHE 1Tn.E ODMMmlEHT(s) PREPMm BY LNll Tln.E GUNWf'IEE CO.. DA1ED OCTIJBER ID. 2Dm (ORDER NO. GMSJOD4792) AND DATm IWICH 1!, 201D {IRlER ND. .......,..713.1) 1. RICHT QF WAY FDR ara-iES OR: CAtW.S CQN91RUCTED BY TI-IE Al.l'TMORm' a:-'TME u..nm STATE'S AS ~ .. UllTm STAlES PAlDIT RECORDED .llltE 01, 1117r IN 9DOK 12 AT PMZ: J04. (BTMDNIJ PA1ENT EXtEPTICN) 2. RESTRllCTl\'E CJ0YENANTs. WiDi 00 NOT CXNTAIN A f'CRFEJTURE Eft RE\'BITER a.AIJ5E',, AS CDNTAlhED IN l\IS'TRLl!ENT RECORDED .AJIE D7, 1~ IN BOOK llZl!I AT P'AOE am AND AS AlllDIDED IN ttSTRUt!ENT RECCiRDED DECDHER 02. 11i194i. IN BDCIC 92.4 AT PAGE 212 MD NI AMENDEI) IN l'ISTRUMENT RECORDED IEl'IEMBER OI, IMS, IN 8DCI< 951 AT PAGE MJ. MIEMDlllEHT RECORDED NO'IE.IBEJl 7, 1H5 .. BOQI( 158 AT PN/E. H AND AMENDMENT RECORDED FBRJARY 21, 19111 IN BOOK lllB AT PA.GI[ 182 AND ODRR£C1ID MIDIDllEIT RECORDED MAY 7, 200.2 .. BDCIC 1352 AT PACE 112. Nil AllEDIEfT RECORDED SEPIEMBER 2A 2DOJ .. BOCK 1622 AT PACE 132. AJil> MDDfEJT RECCRDED APRIL 15-, 2004 .. 90DIC 1sn AT PACE .. (EASEMEHTS All) l£1BACK9" Nf£. ~ a.. PLAT) .1. aL MD GAS LEA!E FEXRJm NO\UIBER zz. 198.3 IN BOCIC mt2. AT PNE 8lilO,. N('( ~ ALL AaslQNMENTS THEREllF CR INTEREIT !IEREIN. 4. EA9EMENTS AND flGHTS CF WAY F'DR ~ S1REr1S, llGHWA"I$, D'DIES. CANAL.s_. PPELJll1EB ANJ llllUTY LJll1EB AS ctlt5TRUC1ED ANJ IN f'L\CE. (BL.ANCET 8TATE!ENT ENCUMBERl\IGI lttE 91.JB.ECT PRl:RRTI'.) 5. EASEMENT AND ~T CF WAY FOR ElEC11aC lRANstH&ION UltE AND ACCESS R£OORDED MARO! 25.-1985 .. BOCJ< Bii AT PAGE 210. I. 1tRM& a..OITION& PRO\UIONS. CllJQATIONL £.NEMENTS MD RICltTS aF WAY /\I CONTAI~ IN RICHT a:' WAY GRANT RECORDED MNJMY 8. 1814. NON-EXa..Ua\IE: ROAD EASEMENT AEC(R)EI) JANUARY 2J. 1N5 IN 8DCI< fn AT PAllt 791, AMENDMENT THERETO ltECDlDED ~ ,0. ,1115 IN IDOi( en AT PNE. SI AND ~T OF' EASEMENT RECORDED SEPIEMBER 10. 1181 IN BOCIC IM AT PNE. 740. (EASDIDIT ~ GRASS ~ ROH>) 7. CASEMENTS RIOHlS CE WAY, 1tRMS Nil CCltDITIONS CE EASEMENT AORE!MENT RECORDED .IJNE e_, 1191 .. BCCIC lillO AT PAIZ: Ba. (SNYDER aL PIPEl.JIE EAllEl!EfT UNDER CRASI l!E&'i. ROAD) 8. EA5EllEN'Ts. CONJ'llCllS, ODVENANTS,, RESlRICllc:JrilS. RESERVATIONS Nil NOlE ON Tt£ Pt.AT Of' GAASS MESA ROAD PLAT RECORDEll Oii/i~~ I. 1tRM9. ai.otTIONS Nil PRCMSIONS a:' PPEl.JltE RKltT-CF-WAY GRANT RECCllDED APRIL m. 2002. .. BOOK 1343 AT PACE 84. (APPROXIMATE EASEMDIT l.OCA TlON ts 9-IO'IN CH PL.AT) 1D. mws_. CCttDITllJNS INJ PRCMSIONS CF ACIRE:!:MENT REC:oRIJED MMC:lt 11, ZDD4 Ill llOOIC 1Dll7 AT PACE 718. (RLUS f'(ft ROAD MAINTDIMICE A !&PAIR) 11-TERMS. CCINCITIONS AND PllCMmoNS ~ RIQiT-CIF-WAY EMEllENT AECOAO!D DECEMBER 12. 20Cll AT ll£CE'110N NO, 7ICIOOJ. (EASEMENT IS -ON Pl.Al) 12. ~ CCWDITIONS ANJ PRCMllONS CE R£SClJl1IOH NO. 20Gl-131 RECOltDEn D~BER 17, ma9 AT RECEPTION NO. 780231. (.!EE PLAT NDlES !5 1"CUCJi 18) 13. l°"'5. CDIDITlONS Nil PR(NSK»IS a:' ~T-CF-WAY EASEMENT ~Dm FllRJ~ 'Zl, 2008 AT RECEPTION ~ ~21. (£AIBENT SS 9-10¥! ON PLAT) ,4. ~ CCIUMTIONS ANJ PRO\AS<»IS CE ACCESS EASEMENT RECORDED .IJLY 27r 2008 AT RECEPTION NO. 7721.zD. (EAtEiE:NT IS i9HCJllll ON PLA'Tl 11!1. 'TERMS. CXl'llDITIONS ANJ PRO\llSICNS OF CDNlRACT RECORDED SEP'lElHER 18-2Dm AT FIECEPllON NO. 775288. (WATER 1111.0lMENT CCllHRACl). 11. ANY BOUNDARY D19CREPANCY DUE TO 11£ LOCATION CF FENCE LlitES AND THE EFnCT DF ANY RIGHT, TIT\£ OR INlDEIT THAT MAY BE a.AIMED Dl..I: 10 ANY SM> Dl8CIUPMICY. 17, 1EJti1!1. CDIDITIQNS ANJ PR(N!K»IS a:' MDIOIW\IDLAll ~ MMQ4 DI. 2DD7 IN BODI( 1100 AT PME. 013. (WATER Al1.C1111ENT DDNTRACT) ,B, 11JU.S. CCIUMTIONS Nil PRO\ASKHI OF WEST DMD[ WAlER CONSERVANCY Dl5TIICT CONlRACT APPUCAllc:Jril RECXR:IED !EPTE!EIER 1&, 2008 AT RECEPTltJrll NO. T7aD7. (WA'TIR Al.l.DTMENT CCINTRAC'l). AQABQ Cf' CQllNTY COMM1$10NfBS qBilflgAJI lHS F1NAL PLAT a:' QUICKSILVER COJRT IS APPRO'te> llY THE BOARD Of' COUNTY COUMISSIOltERS CF c:ARFE.D COUNTY. CQL.CltlDO lHIS ---DAY OF .2010, FDR FIUNC "MTH lHE CUAl< AND AECOADER CIF QARflEIJ) COLllTY NIJ FOR COll'o£YANCE TD lHE COONTY CIF 11£ PUBLIC DEDICA.TIOICS SHOWN HEREON., SIA:l.EC'T TO THE PR~:!!ION THAT N"f'rta</H.. IN NO WAY OBl.JOAlES CMRFIElD CIJU'llTY FOR F1NANONQ tit CD'llSlR.UCTIQN Of' NPROlf'EMEJl'TS' ON LAMJS, PlJ!IUC IUlADS, llCJo!WAYS C1' EASIN&N'TS l:EllCAlED TD DIE: PUaJC, EXmPT f.$ SPECJF'ICALLY AGREED TO llY THE llOMD CIF COJNTY COll~SSIOIERS BY tuB&EQJENT AE3CUITIQN. THIS APPROVAL SHAU. IN NO WAY OBLmTI llAAFED CO.Jim RlR THE COllSIRUCTICll, REPAIR OR MAINTENANCE CF PlHIJC ROADS. HIGHWAYS OR ANY OTHER Pl.SUC DEDICA'Tu.S ~ tE£ON. ""~CH~Al=R~MAN,~~.DARD=~Clf~CllU=NTT==-=w=1ssi=1><=ERS~ QARflEUl COLllTY, CWlRAllD 11111?€98 MY HAND MD TI-IE !EAL OF THE COUNTY OF Q.ARf'E.D. ATTEST:_coo=N~TY~CURIC=~------- MINERAi BIQ-IIS HQ! QER!)s RUDOIJ'H ASSOCIA!ES. W: ~~~H llOWJER. co ll0004 CEVCN SfS CJPERAfljCl, INC. ATTN; PAntCIA TI!IDALE 20 NORTH ROAD OICLIHOllA CITY, OK 7J102-a290 SHEET 1 OF 2 9ECTltJrllS 2Z a ZT, 'IOllNSHIP I S. RANCE aJ W. nH P.M. VICINITY MAP 3CAl.e 1• -Z'JDd UENHQ DFB CQNSEIU AND SUBORDINA"DON THE UlllERSICOEll, 98NQ THE BENEFICIAAY UNDER A DEED Clf TRUST CRANTm BY lHE ~r:4 Ql1:.ca~.t:'",g1Ia,;-t,:. ~~~:' lH°':T~~~~ ·~N REYDIED lHE Fl4AL PLAT OF q11a<S1 \fB CWRT Slll!)ll,1,,Wf,! AND BY THI! CEmflCATl<»t 1-mY QONS[N'TS TO SAID FINN-PLAT CF Q,J!QCSILym mJRT SJSJM!j!QH ANJ TD n.IE RECORDING THEREOF. BENEf10ARY Fl.tl.THER catsans TD SAD FltAL PLAT CE' ~ allflI .!IUBQl!,ll!l[W AS STATm Ill Tl.: CER'llF1°"-1E aF DEDICATltJrll AND OWNE:RSHIP EXEWTm BY DJ[ CMNl:1'(s) H°'EON.. AND HEIUBY SlJllORD .. AlES ANY IN~ 'TMAT IEND'l~ MAY HA'IE IN AND TO T1£ PROPERTY tue.e;T TO SIJCH OElllCATIQN, TD THE EN1TTY(ES) OA THE CEEK"1. PUIUC TO WHlat SUCH DEDICA'llON IS MADE.. DECU'T!D THLS ---DAY OF -------.u> .. 2010. AMERICAN NATIONN. BANK ""------------- STATE OF ~ADO l SS COLllTY OF r:ARflEIJ) ) THE FCRElilOINO UEMtDl.DER CONSENT AND SUHRJINATNJN WAS AaCNOVILEDCED BERJRE ME THIS --DAY Of' 2010, BY--------- ~'l,,~~~~ANl1°"J:f'SEAI;~-. -------- NOTARY PUllUC UENHQU)ER CONSENT ANQ $UBOBDINA110N THE UN~GINm~ IENa lHE B&NEFIOAAY UN~ A COD [Ji' TitUST ~Tm IY 11£ O'llNER(S) UPON lHE REAi. PROPERTY Pt.ATTED AND DllllDEO NJ -~ell THE lllltlN FINAL PLAT Of' q,llQ<!!!IL)Q CQIBI $!.UIQMIQH CER'llFIES 'THAT lHE UNDERSICNED MAS RE'VIEWED TlE FlNAL Pt.AT OF q,agcs:il.}IQI aauu !IJQ\ll!il!W MID BY TI-llS CERTIF1CATION HEREBY ~SEN'IS TO SAID F1NAL Pl.AT OF q11QCp1 'fB oowr 5'f!D'WI'!' AND Tt> lHE AECOADl'IO lHERECIF. BEllEFlaARY FIJR'1HER CON&ENTS TD SAID ~NAL Pt.AT CIF QIJ.ICKSL!B. CDIRT !!llEIJ\ft9CW AS STATm II THE CERlFICATE OF DEDICATION ANJ 0¥INEJ&IP EJCEalTED BY THE ~El(s) HEREJ:Jt, ANJ HEREBY Sl.StllDINAlES MY .. ~ THAT BEJ4Ef10ARY MAY HA\£ .. AND 10 THE PR(JllERTY 9.JB.ECT TD Sllat DEDICATION, TD TI-IE ENTITY(IES) OR 'THE GENERAL PUii.JC TIJ WHICH 5UEJ1 DmlCA.TNJN 15 lilADE. EJCECUlED lHll ---DAY CIF -------A.D.. 2010.. ""~=~~~~~-----LIMITED SICilr•iltil OF'FICER 9TATI C1F 1-) ) SS CO.Jim Of lllACIC HAWK ) THE ~NQ LENltOl..m:R CONSINT AND SU.,.._..ATltJrll WAS AOOIDYllEIXilED BEF[1'[ liE THIS --DAY OF mm •. BY--------- MY OCM1HSSION EXPIRESt _________ _ llTNESS MY HNIJ AND SEAi; NOTARY Pl.SL.JC SllWER CL A.K.A. !IANTAFE!IN'IDEll~TIOll REQSTIRED M:ENT; HIGH COUNTRY ENGINEERING, INC. PREllllCE-+iALL CCllP. S'l'S'!BI, llC. 15110 BROADWAY, llJITE 211110 DDl\ltR, co 80202 CONSULTDfG ENGINEERS AND SURVE'lORS 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 SEE TIRE ODMMITllENT N01ES f'mt ElttEPTIONS TO llUE AND UENHEl.DER aJlllSEJIT AN> SUB~NA'IDll. DATED THS -----DAY Of --------A.O. 2010. LAND TITI.E CUARANTEE ODMPANY 1317 OAAND A\91UE. tulTE 200 r.ullWOOO -.. ~ co 8110! ""-Al/THCR~~~2Ell~=AEPIEIEH1'.=~=A~lNE=------ g;anEJCtJ10N Of QW)lfBSHlp ~ ~~~~~~~P~~~~l~'==·=NCTY~:(~IN FOU.DWS< A PARCEL OF LNjD 911\JATBl IN EC1IDN 22. ~IP I SOUTH, RANGE 9J llEST CIF THE SIXTH PIUNCF'AL llDIDIAN., COl..ltlY Of GARF'ID.J>. SJAlE aF 0CJ..0RA00. SAm PARCEL BEJNG MORE PM.TlaJLARLY DESCRIBED Nl FaJ.OWSe THE 9Dll1l£AST QUARTER CE THE SOUTHllEST QUAR1[R, ALSO ICNO'MI AB LOT 2 OAA8S MESA RANCH, COLllTY OF CARFIEUl, STATE Clf Oll.ORADO. ....., A PARCEL CIF LNjD 911\JATBl IN EC1IDN XI, ~IP I SOUTH, RANGE 9J llEST CE THE SIXTH PIUNCF'AL llERDIAN., COl..ltTY Of GARFIW>. SJAlE aF 0CJ..0RA00. SAm PARCEL BEJNG MORE PARTIOJLARLY DESCRHIED Nl FaJ.OWSe THE NORTHEAST QUAR1tR CIF THE NORTHllEST QUARTIR. ALSO KllOllN NJ LDT 2A t:RA88 MESA RANCH, CO.Jim OF QARFElb, 9TATI CE ca..atAOO. OONTAININQ 711.1135 ~ MORE CR LESS. HA.!JE CAUSED Tt£ DESCRllED EAL PROPERTY ID BE SIJIMYEll, LAID l.1.IT, PLJITTED AND SUIDl'llDEP l'TD LOlS NIJ BLOCKS AS SHO'MI ON THlS ANAL Pl.AT Ul«:IER 11£ NAME AND sn'l.E: OF QYQ<Sll'f'R C'DIRJ SIEIJ\fl!ICW A St.eDIWIC»t .. COUNTY Of' OARFIEIJJ. DECU1ED THIS __ OAY OF -------A.O. lOID. O'MIER CIF LDT 2 t:RA88 ME!IA RANCH;_GJt=."°'DAN=IElS=-=,,,--------- 178 GH DANIELS 9..'W. C'l'PSUM, co 81837 STATE OF OOLDRADO L ~lYOF l:NtFIELD ) THE f'OREOOINO CER.TIF1CATION Of' D'MtERSHIP WAS ACJ<NOYtLEDOED B~E lE ntS ---DAY DF 2010, BY C.H. DANIELS Ill. MY OOMMES!!ION EXPIRES: _________ _ WTNESS WY MAND AND SEAL NOTARY PUii.JC OWNER OF LDT 2A mtASS MESA RANCH: -~==~ ... -H=A!El==IERC=----- 1155 QUla<sL~ WAY 9TATI CIF COLORADO l- COLllTY CIF QARflEIJ) ) Rlf\£. 00 81eDO TME ~NQ ~TIFICATION OF' ~IP WAS ACJ(NOll.ElXEJ B~E ME Tl-IS ---DAY CIF 2010. BY Gl!EflCllY J. HA!EllERC. MY CDtilMIS90N EXPIRES: --------- illTNESS MY HAND AND SEAL NOTMY PUB.JC SUR\£YQR'S CER'DFlCA"J'E I, FRANK W. HARRINQ'TQN, DD 1-QEBY CERllFY lHAT I AM A PROFESSIONM. LAND SU~ UCEHSED UhDER THE LJIWS CIF THE STATI Clf co..OAADO, THAT TllS FlNN.. Pt.AT IS A TllUE. CORRECT NIJ COMP\£1E Pt.AT aF 9111)<'1 \lfB cu11r S1!f1JM:l[W AS LAD OJT, Pl.ATIED~ DEDICATED MD SHD\111\1 HERE<l'll. THAT 5UEJ1 PLAT WAS MADE FROM AN A.Ca.IRATE SJR\£Y DF SAID PROPER1Y BY ME AND UNDER MY SJPER\4!1DN Nil ~'tECTI-Y SHOWS' lHE UlCA'llON ANJ DIMENSIONS OF TH[ L.DTs. EASEMENTS AND STMETS CF QYQOll \fR CCIJRT a!IQ\ll!!ICW AS lHE SAtE ME STAKE]) 1.Pot4 THE CROUND 14 COMPLIANCE Y«TH APPUCASLE REGULJ\llONS OO'otRNINO THE SUIDIWION CIF LAND. IN Ml1ESS wtEE>F I HAVE SET MY HANJ AND SEAL THIS --DAY CF ------lOID. g.EBK ANQ l!ECQRQEB'S q:RDECA'Jl: nus F1NAL Pt.AT WAS mm FOR FIEOOfl] IN 'THE CFFl[E (J" THE ct.ERi( AND RECORDER OF QMF'IElD COLllTY. CWlRAllD AT ----O'a.OCI< -"·· ON lHE DAY OF 20ID NIJ IS DULY AECOAOE!l IN RECEPnDN Nu...------- ""~DEPU~TY~--------- i I I I .... -.... =~~~~~-..... - FINAL PLAT QUICKSILVER COURT SUBDIVISION A REPLAT OF LOT 2 AND LOT 2A GRASS MESA RANCH BEING A PARCEL OF LAND SITUATED IN THE SW1/4 OF SECTION 22 AND THE NW1/4 OF SECTION 27, TOWNSHIP 6 SOUTH., RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO SHEET 2 OF 2 JOSE MALDONADO I: ISIORA SOTll ........... _ ..... _..... J=~~0-1'11 ..... _ -..... TROY PETREE I: DEBORAH LA'l'ERNE '-....._ -.. ..._ IECllOfll JI LOT 1A GRASS MESA RANai ..... 7 -......_ LOT 1 GRASS MESA RANCH P.O. BOX 1992 EAGLE. CO 81831 RENO KIWAN a. PATRICIA SHEl.UJM LOT 1 GRASS MESA RANCH 940 QUICl<SIL'l'ER WAY cas .EE..L RE\IOCASl.E FAMILY UVING TRUST 18111 CR 319 RIFl£. CO 81'50 10.0' EASEIEHT a "tilffJ-of'-WAY Ftfil UTUllES a ....... .,. BOCIC 121. PME 903 I l 1\ SW 1/10 OCR smriON 22 SET 1-1/4" ALLllNJY f'.i# ....,,_ ... , ... .,.. ...._ .... ... GRAPlilC SCALE ~ -.J i --T i (DUB!') 1-·IODfl. 1300 QUICXSILYER WAY -....., '...._ RI~ CO 816:K> ~EASEMENT -..... ____ -:----- =p=-~PIPEaO -----:_------ IOOK 188. PM:E 1U: ---(S00"14'Jl!°W i320.4i)- Soo'07'27"W 1J20 • .W ;no' l"fflJNE RMlfT-DF-WA.Y TO EJtCANA OIL a GAS REOfPTIOll NO. ,..... REt:E"TIOIO NO.,...., -....... -..... ' ' ' -----, ..... .,.--I -------.M'(llE)------- L.OL§. 4Jll, 126 S.F. 10.012 Ac. +/- ~ 435, 793 S.F. 10.004-AD. +/- QUICKSILVER POND .IJS11N a: NICOLE MACKLIN LOT 8 GRASS MESA RANCH 1000 C£DAR BREAl(S ROAD RIFl£. CO 816.50 i L.QL2 4Jll,517 S.F. 10.021 Ac. + /- PUllUC &ER'ACE alMPANY CF CX1.0RADO ALTERNATE F9Jff'T-CF-WA.Y IEEP110N ND. 772125 N13'2<r 14.04" (11.JIDlllO EIBAQ( TIE) HIGH ...,, ... --------------------r ------t---------. -------~ ------- rt 40.D' PUllUC ----, I I 1 r=[ ======= APPROXIMATE I 25.D' LOCATION OF JO.a' ------, ------1 I I I I I BUUJNil UTILITY EASEMENT l£TBACK RECEPTION NO. __ ElCIS'TlNC CRA"'1. DRllf'EWA.Y L.QLJ. 482,548 S.F. 11.307 AD. +/- I I I ii I ~I 1 i::I ~~:c_. r:n=-::.==----=-~i i I] C27'x48'J ~ I r ......,..,...40"E 190.l3'T I I 1 \I 11 'JIJ.llmL-!•r---I I ~~...,._T l'I 11 11 1 IJ I I I,~ j l 11 11~ I I I a.Ill.DING PPBJNE RIQtT--QF-WAY ~ BOOK 1~ PACE. 84 PC 503 30.D' EASEMENT -----l ACCESS ROADWAlS. BRIDLE PAl'HS" Nil PFBJNES BOOI< -PACE 182 -458,613 s.F. 10.528 Ac. +/- 11... _jJ 11 I !II 1-L--'JIJ.ll PUii.JC I :-, I I I I Un.JTY ENDEIT I I RmP11CIN NO. __ i: l 1 L.QL1. 751,932 S.F. 17.282 Ac. +I- -N00'53'38"W 1J19.57' (N00"441'52"W 13111. .,,...... 170.IHI' (9.JILDINO SETBACK TIE) BASIS OF BEARINGS FREDERIC!< SCHULTZ LOT 6 Gl!ASS MESA IWICH 900 CEDAR BREAKS ROAC RIFLf, CO 81850 1M EMrM!NT II RIGHT-<F-WAY ~ UTUllES it: PIP'El.Jte BOOK WI. PACE 503 Rift£. co 81$50 .......... IUM~IW' -(RID) D.O' EA9BIENT II ftQIT-a:'-WAY FUR UTUllEB II ,,,..,..,. BOOK 1Z1i. PNilE am 1/18 cat SECTltw 27 """"'"""'""' lllDNLlllENT WTH A '1-1/,,-ALUWNJY a/IP LS.flUll SET Ill., •. x.,.. M.UMltUY llM CllM: DEi.TA IDlllH --- COUNTRY ENGINEERING, CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, SUITE 101 GLEN'll'OOD SPRINGS, COLORADO 81801 (970) 945-8676 INC. C1 Q C3 C4 C5 "" CT ca "" C10 C11 50.DO' 50'28"44. ~-~· .. · 80.DO' 38'511'33" 80.DO' ir; ·~-..,, .... ""-DO' ........ ....... ..,.., "W 42.54' "~ LU'° --<40.71 21.11' SC0-41'32"E 4<1.DO' ....... ..... 53.42.' .,. ~~· ~ ... 40.11!1' 2D.12' seg·44~9[ <40.12' Exhibit Q z SEARCHING {Document Search z Search Help z About z Garfield County Clerk & Recorder z Logout publicweb Access Easement ‐ 772125 Reception Number 772125 Recording Date 07/27/2009 02:50:06 PM # of Pgs 5 Rec. Fee $31.00 Doc. Date 06/29/2009 Doc. Fee $0.00 Surcharge $1.00 Total Fees $31.00 Related Reception Number Book Page PUBLIC SERVICE CO OF COLORADO Mailback Date 08/03/2009 08:22:45 AM Return AddressAddress1 ATTN:KATHRYN BAUER Address2 550 15TH ST STE 700 City DENVER State CO Zip 80202 Owner Of Property grantorDANIELS, G H III HASENBERG, GREGORY Party Receiving Right To UsePUBLIC SERVICE COMPANY OF COLORADO Legal SummarySection: 22 Township: 6S Range: 93W SEE DOCUMENT Notes or Remarks Notes Remarks Page 1 of 1 1/5/2010https://act.garfield‐county.com/recorder/eagleweb/viewDoc.jsp?node=DOC131S293 1111 ~11111.i. ~:n1~~,M~J rfH ~ta. ~.~~-t1,.:~1P1~Uri'1t,l t l'.~11I 11111 Reception»: 772125 07/2 7/2 009 02 :50 :06 PM Jean Albe r i c o 1 of 5 Rec Fe e :$31 .00 Doc Fee :0 .00 GARF IELD COUNT Y CO Attach to Document No. 62621 ACCESS EASEMENT G .H. Daniels, Ill and Gregory Hasenberg (referred to collectively herein as Grantor), in consideration of Ten Dollars ($10.00) and other good and valuable conside~tion to Grantor in hand paid by PUBLIC SERVICE COMPANY OF COLORADO, a Colorado corporation (Grantee), the receipt whereof is hereby acknowledged, hereby does grant, bargain, sell, convey and confim1 unto Grantee, its successors and assigns, a perpetual easement for access on, over, and across the following described premises located in the County of Garfield, State of Colorado, to wit: PUBLIC SERVICE COMPANY OF COLORADO PRIMARY 20.00-FOOT RIGHT-OF-WAY A STRIP OF LAND SITUATED IN THE SOUTHWEST QUARTER OF SECTION 22 AND THE NORTHWEST QUARTER OF SECTION 27, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID STRIP BEING 10.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 22, A 3 1/4" ALUMINUM CAP L.S. NO. 19598 IN PLACE; THENCE S01°00'34NE ALONG THE EAST LINE OF THE NE1/4NW1/4 OF SAID SECTION 27, A DISTANCE OF 49.43 FEET TO THE POINT OF BEGINNING: THENCE LEAVING SAID EAST LINE ALONG THE CENTERLINE OF SAID RIGHT-OF-WAY THE FOLLOWING FOURTEEN (14) COURSES: 1. S88°59'26'W A DISTANCE OF 120.33 FEET; 2 . ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 08°31'20", A DISTANCE OF 37.19 FEET (CHORD BEARS N86°44'54'W A DISTANCE OF 37.15 FEET); 3. N82°29'14'W A DISTANCE OF 395.71 FEET; 4. N15°53'23'W A DISTANCE OF 104.90 FEET; 5. N04°03'50"E A DISTANCE OF 97.82 FEET; 6. · N05°53'58"E A DISTANCE OF 85.96 FEET ; 7. N01°41'10"E A DISTANCE OF 89.82 FEET; 8. N00°05'43"E A DISTANCE OF 125.29 FEET; 9. N00°56'51"E A DISTANCE OF 44.56 FEET; 10. N14°49'02"E A DISTANCE OF 42.80 FEET; 11 . N53°11 '28"E A DISTANCE OF 78.25 FEET; 12. N49°33'52"E A DISTANCE OF 303.29 FEET; 13. N08°27'27"E A DISTANCE OF 392 .18 FEET; 14 . N43°34'13"E A DISTANCE OF 138.25 FEET TO THE POINT OF TERMINUS. (WHENCE THE SOUTH QUARTER CORNER OF SECTION 22 BEARS S04°22'13"E A DISTANCE OF 1322.79 FEET). SAID STRIP CONTAINS 41,127 SQUARE FEET MORE OR LESS. PUBLIC SERVICE COMPANY OF COLORADO ALTERNATE 20.00 FOOT RIGHT-OF-WAY A STRIP OF LAND SITUATED IN THE SOUTHWEST QUARTER OF SECTION 22 AND THE NORTHWEST QUARTER OF SECTION 27, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; ~AID STRIP BEING 10.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 22, A 3 1/4" ALUMINUM CAP L.S. NO. 19598 IN PLACE; THENCE S01°00'34"E ALONG THE EAST LINE OF THE NE1/4NW1/4 OF SAID SECTION 27, A DISTANCE OF 88.69 FEET TO THE POINT OF BEGINNING; THENC E LEAVING SAID EAST LINE ALONG THE CENTERLINE OF SAID RIGHT-OF-WAY THE FOLLOWING . SIX (6) COURSES: Retumto: t(~h ... '1~ ~~v Publlc SeMce Company of Colorado 55015th St. Ste 700 DenYllf, Colorado 80202-4256 Access Easement Page 1of3 1111 ~11111.i. ~:n1~Vi111:1111~ .~ir ~~·. lr+J~t•,1~lr+J·'r~1 ~ ~~" ~ .. , 1111 1 Reception ~: 772125 07/27/2009 02 :50:06 PM Jean Alberico 2 or 5 Rec Fee :$31 .0 0 Ooc Fee ·0 .00 GARFIELD COUNTY CO 1. N89°25'30'W A DISTANCE OF 51.15 FEET; 2. N02°37'21"E A DISTANCE OF 236.22 FEET; 3. N00°07'31"E A DISTANCE OF 1004.00 FEET; 4. N08°28'53'W A DISTANCE OF 141.69 FEET; 5. N89°52'53'WA DISTANCE OF 40.00 FEET; 6. N07°02'59'W A DISTANCE OF 27.12 FEET TO A POINT ON THE NORTH LINE OF THE SE1/4SW1/4 OF SAID SECTION 22, THE POINT OF TERMINUS (WHENCE THE SOUTH QUARTER CORNER OF SECTION 22 BEARS S04°22'13"E A DISTANCE OF 1322.79 FEET). SAID STRIP CONTAINS 30,004 SQUARE FEET MORE OR LESS. See Attached Exhibit A and Exhibit B Together with full right and authority to Grantee, its successors, licensees, lessees , contractors or assigns, and its and their agents and employees to enter at all times upon said premises to survey, construct, repair, reconstruct, patrol, inspect, improve, and maintain said access, together with other appurtenances used or useful in connection therewith over said premises. Grantee shall exercise the rights herein granted to it with due care, and all damage to the premises occurring hereunder resulting from the failure to exercise due care shall be paid for or repaired at the expense of Grantee. The provisions of this easement shall be binding upon and shall inure to the benefit of the heirs, executors, administrators , personal representatives, successors and assigns of the parties hereto. Return to· ll ,;·d'h "VJ v1 BMMV'" Putjk: ~ce eompany of Colorado 55015th St. Ste 700 A256 ooover. Colorado 80202.., Signatures Follow Access Easement Page 2 of 3 Signed and delivered this day of _ _,,J]~L{_fl_<:..._~, 2009. ST ATE OF COLORADO ) ) SS. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this a_ q + ~y of"'J' lA..~\ '€_ , 2009 By G.H. Daniels, Ill, as Granter. Witness my hand and official seal. My commission expires: ( \ l \ ~ \ 2.0 \ 'Z- ST ATE OF COLORADO ) ) SS. COUNTY OF GARFIELD ) {)ll-.... ~ The foregoing instrument was acknowledged before me this 2--, day of -.l v...v-..t._ 2009 By Gregory J. Hasenberg, as Granter. Witness my hand and official seal. My commission expires: l \ \ \ ~ \ LO \. z__ Ra\um to: 16?.-th v Vj rbi~v.b r Publlc Se!Vlce eornpany OI 550 15\h St. Ste 700 Oenver, Colorado 80202-4256 l\O\MH l~~ Notary Public { Access Easement Page3of3 1 111 ~'1'11.i. ~:rt 1 ~'1JM-'ll ,~~ ,~l· ,~~ri:11-,r:l l !\1 1,.1 C lr 1'l.~11& 11 111 Recep tion»: 772 125 0712712009 02 :50 :06 PM J ean Alberico 5 of 5 Rec Fee :$31 .00 Doc Fee :0 .00 GARFIELD COUHTY CO EXHIBITS PUBUC SERy!CE COMPANY q:" COlORAQO N4EHOQ> 20.00 FOOT RIGHT-q:"-WAY A STRIP Of LAND SITUA 1EO IN THE SOUlHWEST QUARTER Of SECTION 22 ANO 1HE NORlHWEST QUARTER Of SECTION 27, ~SNP 6 SOUlH, RANGE 93 WEST OF lHE SIXlH PRINCIPAL MERIDIAN, COUNTY OF GARFlELD, STATE OF 00..0RADO: SAID STRIP BEING 10.00 FEET ON EACH SIDE OF THE FOU.OMNG DESCRIBED CENTERUNE: COMMENCING AT THE SOUlH QUARTER CORNER OF SAID SECTION 22, A 3 1/4" ALU .. NUM CAP LS. NO. 19598 IN PLACE; THENCE S01"00'J4"E ALONG THE EAST LINE OF lHE NE1/4NW1/4 or SAID SECTION 27, A DISTANCE OF 49.43 FEET TO IliE eaNT Of BEGINNING: THENCE LEAVING SAID EAST LINE ALONG THE CENTERLINE OF SAID RIGHT-OF'-WAY lHE FOLLOWING FOURTEEN (14) COURSES: 1. SBB'S9'26"W A DISTANCE Of' 120.33 f'EET; 2. ALONG THE ARC Of A CURVE TO THE RIGHT HA\1NG A RADIUS OF' 250.00 FEET ANO A CENTRAL ANGLE OF' 06'J1'20", A DISTANCE Of 37.19 FEET (CHORD BEARS N86"<•4'54"W A DISTANCE OF 37.15 FEET); J . N8T29'14"W A DISTANCE OF 395.71 FEET; 4. N15'5J'2J"W A DISTANCE OF' 104.90 FEET; 5. N04'03'50"E A DISTANCE OF 97.82 FEET; 6 . N05'5J'58"E A DISTANCE Of 85.96 FEET; 7. N01'41'10"E A DISTANCE Of' 89.82 FEET; 8. NOO'OS'4J"E A DISTANCE or 125.29 FEET; 9. N00'56'51 "E A DISTANCE OF 44.56 FEET; 10. N14'49'02"E A DISTANCE Of 42.80 FEET; 11. N53'11'28"E A DISTANCE OF 78.25 FEET; 12. N49°33'52"E A DISTANCE OF J00.29 FEET; 13. N08'27'27"E A DISTANCE OF 392.18 FEET; 14. N4YJ.4'1J"E A DISTANCE OF 138.25 FEET TO THE PQWT Of TERMINUS. (MtENCE THE SOUlH QUARTER CORNER Of SECTION 22 BEARS S04'22'13"E A DISTANCE OF 1322.79 FEET). SAID STRIP CONTAINS 41,127 SQUARE FEET MORE OR LESS. eueuc SERVICE COMPANY Of CQLORAQO ALTERNATE 2000 FOOT RIGHT-Of-WAY A STRIP OF' LANO SITUATED IN THE SOUTHM:ST QUARTER OF' SECTION 22 AND THE NORTHM:ST QUARTER or SECTION 27, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINctPAl MERIDIAN, COUNTY OF GARRElO, STATE OF COLORADO; SAID STRIP BEING 10.00 FEET ON EACH SIDE Of THE FOUOWNG DESCRIBED CENTERLINE: COMMENCING AT THE SOUTH QUARTER CORNER Of' SAID SECTION 22, A J 1/4" ALUMINUM CAP L.S. NO. 19598 IN PLACE; THENCE S01'00'J4"E ALONG THE EAST LINE OF THE NE1/4NW1/4 OF SAID SECTION 27, A DISTANCE OF 88.69 FEET TO DfE POINT Of BEQNN!NG; THENCE LEAVING SAID EAST LINE ALONG lHE CENTERLH or SAID RIGHT-OF-WAY 1l£ FOLLOWING SIX (6) COURSES: 1. N89'25'30"W A DISTANCE OF 51.15 FEET; 2. N02'37'21"E A DISTANCE OF 236.22 FEET; J. NoaDTJ1"E A DISTANCE OF 1004.00 FEET; 4. N08'28'5J"W A DISTANCE Of 141.69 FEET; 5. N89'S2'5J"W A DISTANCE Of 40.00 FEET; 6. N07'02'59"W A DISTANCE or 27.12 FEET TO A POINT ON ntE NORTH LINE Of 1HE SE1/4SW1/4 OF SAID SECTION 22, THE POINT Of JERMINUS. (WHENCE THE SOUTH QUARTER CORNER OF SECTION 22 BEARS S04'22'1J"E A DISTANCE OF 1322.79 FEET). SAID STRP CONTAINS 30,004 SQUARE F'EET MORE OR LESS. ~ ACCESS EASEMENT: INVESTIGATION g; G. H. DANIELS, m No.: ~ GREGORY HASENBERG 2001>-009 '(}, Xcel Energ y · l'nllC ,, ... ," COMrAHf ~--~~-s=Ec=r~10~N~S-n-.-u~~TO_W_N_S_H _IP_:_6_SOOTH~~~R-AN_G_E_:_m_Y11Sr~~--<~S-CA-LE~:-1....,~~+U-N_E_:~~-~~~~~~-1 ~ mt PRINCIPA L MERIDIAN <MED COUNTY COLORADO DRAWN BY :tmlll HOPICINSRANCH2DV ~ Pl u NO. t11M.'1:t nnr11urNT t.in . £"M"J1 M~rNT·K.--nur· 11&..- z SEARCHING {Document Search z Search Help z About z Garfield County Clerk & Recorder z Logout publicweb Quit Claim Deed ‐ 776322 Reception Number 776322 Recording Date 10/13/2009 01:48:54 PM # of Pgs 2 Rec. Fee $16.00 Doc. Date 09/10/2009 Doc. Fee $0.00 Surcharge $1.00 Total Fees $16.00 Related Reception Number Book Page PUBLIC SERVICE CO OF COLORADO Mailback Date 10/20/2009 11:11:41 AM Return AddressAddress1 ATTN: KATHRYN BAUER Address2 550 15TH ST STE 700 City DENVER State CO Zip 80202 Owner sellerPUBLIC SERVICE CO OF COLORADO Buyer second PartyDANIELS, G H III HASENBERG, GREGORY Legal Summary Section: 22 Township: 6S Range: 93W SEE DOCUMENT Notes or Remarks Notes Remarks Page 1 of 1 1/5/2010https://act.garfield‐county.com/recorder/eagleweb/viewDoc.jsp?node=DOC145S736 1111 ~1111·.ni1~~,·11 1 M11,t~11rr1~1•~~t,t.a·1•r,~1i,.1.u1 1:~1 ~11& 11111 Rec eption~: 776322 10 /13 1200 9 0 1 48 54 PM Jean Alberico 1 of 2 Rec Fee $1 6 00 Do c Fee ·O 00 GARFIELD CO UNTY CO ROW Agent: Kathryn Bauer Address: Quicksilver Ct. S-T-R: 22&27-6S-93W QUITCLAIM DEED Doc. No.: 62621 Plat/Grid No.: KNOW ALL MEN BY THESE PRESENTS, that Public Service Company of Colorado, a Colorado corporation , of Denver, Colorado for good and valuable consideration her eby sells and quitclaims to: G.H. Daniels Ill Gregory Hasenberg as present owner(s) of record of the real property described below , and w hose address is : G.H. Daniels 111, 176 G.H. Daniels Blvd., Gypsum, CO 81637 Gregory Hasenberg, 1155 Quicksilver Way, Rifle, CO 81650 the following described real property in the County of Garfield and State of Colorado, to-wi t: An Access Easement commencing at the South Quarter Corner of Section 22 ; thence N 00°07' 27" E along the North-South centerl ine of Section 22 a distance of 3 59.1 2 feet to th e Point of Beginning ; thence S 40°12 '34" W , 145.79 feet; thence S 12°14 '06" W, 136.44 feet; thence S 22°40'50 " E, 374.44 feet; thence S 67°15'46" W , 37 .62 feet; then ce N 80°36'37" W , 176.8 3 f eet; thence S 65°50'23" W , 108.35 feet; thence N 05°53 '31 " E, 494.84 feet; thence N 25°35 '57" E, 129.60 feet; thence N 18°02 '05 " E, 71 .24 feet; thence N 27°46'11 " E, 136.48 feet; thence N 10°31 '49" E, 226.18 feet; thence N 06°09 '09 " W , 110.30 feet ; thence N 20°30'27" E, 90.43 feet; thence N 11 °35 '37 " E , 172 .61 feet to the North-South centerl ine of Section 22 and the Point of Terminus. Address of property: Quicksilver Court Subdivision Lot 2H and 2G Consideration : Less than $500 with all its appurtenances. Signedth is __ \_G __ dayof s~~ ,2009. . :'-\~~ STATE OF COLORADO, COUNTY OF DENV_ER Witness my hand and official seal. By ~---,-......,_-F--...._-r-~--,.'--bi~L---==-~~~~~ I Ja\Vl9 err an '----1<s Agent for Public Service Compan y of Colorado Xcel Energy Services In c. Regional V ice President, Customer and Communi ty Service Department LO((a'\ -;:.J~f'-;a~ 0+-''I \.\ ~W\AN t..l ) )ss . ) Version: 9/04 -\ \ ~ - QUICKSILVER COURT SUBDIVISION P.O.T. LOT2H LOT2F LOT2G LOT2E LOT2B LOT2D NOTE: THE INrORMATION CONVEYED BY THIS DRAWING IS roR REr ERENCE PURPOSES ONLY ANO DOES NOT CONSTITUTE A LAND SURVEY. G. H. DANIBS ill GREGORY HASENBERG EXHIBIT A SHEET 2 of 2 SCl/16 (X)R !::I GRAPHI C SCALE w a !IQ 100 200 I ur ( IN ft[T ) I~ 1 inch • 200 IL I NUO"O/O"E 359.12' INVESTIGATION NO.: 2llOl}.(l)9 UNEDATA LINE BEARING lENG1li u S40"12'34"W 145.79' L2 Sl.2"14'06WW 136.44' l3 SZZo"4J'SO"E 374.44' L4 567"15'.WW ~u;z LS N80"36'37"W 175.83' l.6 S65"S0'23"W 108.35' l7 N05"53'31"E 494.84' 1.8 N25"35'57"E 129.liO' l9 Nl.8"02'05"E 71.24' uo N27"46'11 "E 136.48' Ul N10"31'49"E 226.1.8' U2 N06"09'09'W llD.30' w N20"30'0"E 90.<B' U4 N11"3S'37"E 172.61' --~ 0 :E u >-~ t: """t 5 ~ 0 u 0 _J ~ ~ -a:: LL. "" .... oa: =i= uc.:; LO ~ QlO -". ~ -o a: . L : Q) c Q) ~ 11ll.L. ~· ..., u ~ 0 Nii ~ ~N a ~ra ~~ -1"-m "' ... ,...."' Q) --:n o~ ~C mu -O oQl -· .... ocr .:-~~N =-Q><'l ..-;;;; u -- -GIQ O ·0::-N Exhibit R Document processing fee If document is filed on paper $125.00 If document is filed electronically $ 50.00 Fees & forms/cover sheets are subject to change. To file electronically, access instructions for this form/cover sheet and other information or print copies of filed documents, visit www.sos.state.co.us and select Business Center. Paper documents must be typewritten or machine printed. ABOVE SPACE FOR OFFICE USE ONLY Articles of Incorporation for a Nonprofit Corporation filed pursuant to §7-90-301, et seq. and §7-122-101 of the Colorado Revised Statutes (C.R.S) 1. Entity name: ______________________________________________________ (The name of a nonprofit corporation may, but need not, contain the term or abbreviation “corporation”, “incorporated”, “company”, “limited”, “corp.”, “inc.”, “co.” or “ltd.” §7-90-601, C.R.S.) 2. Use of Restricted Words (if any of these terms are contained in an entity name, true “bank” or “trust” or any derivative thereof name of an entity, trade name or trademark “credit union” “savings and loan” stated in this document, mark the applicable “insurance”, “casualty”, “mutual”, or “surety” box): 3. Principal office street address: ______________________________________________________ (Street name and number) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (Postal/Zip Code) _______________________ ______________ (Province – if applicable) (Country – if not US) 4. Principal office mailing address: ______________________________________________________ (if different from above) (Street name and number or Post Office Box information) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (Postal/Zip Code) _______________________ ______________ (Province – if applicable) (Country – if not US) 5. Registered agent: (if an individual): ____________________ ______________ ______________ _____ (Last) (First) (Middle) (Suffix) OR (if a business organization): ______________________________________________________ 6. The person appointed as registered agent in the document has consented to being so appointed. 7. Registered agent street address: ______________________________________________________ (Street name and number) ______________________________________________________ __________________________ CO ____________________ (City) (State) (Postal/Zip Code) 8. Registered agent mailing address: ______________________________________________________ (if different from above) (Street name and number or Post Office Box information) ARTINC_NPC Page 1 of 3 Rev. 01/01/2008 Rifle GregoryHasenberg 81650Rifle 1155 Quicksilver Way Quicksilver Court Homeowners' Association CO 1155 Quicksilver Way 81650 United States Colorado Secretary of State Date and Time: 04/04/2008 12:25 PM Id Number: 20081187150 Document number: 20081187150 ______________________________________________________ __________________________ ____ ____________________ (City) (State) (Postal/Zip Code) _______________________ ______________ (Province – if applicable) (Country – if not US) 9. If the corporation’s period of duration is less than perpetual, state the date on which the period of duration expires: ______________________ (mm/dd/yyyy) 10. (Optional) Delayed effective date: ______________________ (mm/dd/yyyy) 11. Name(s) and address(es) of incorporator(s): (if an individual) ____________________ ______________ ______________ _____ (Last) (First) (Middle) (Suffix) OR (if a business organization) ______________________________________________________ ______________________________________________________ (Street name and number or Post Office Box information) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (Postal/Zip Code) _______________________ ______________ (Province – if applicable) (Country – if not US) (if an individual) ____________________ ______________ ______________ _____ (Last) (First) (Middle) (Suffix) OR (if a business organization) ______________________________________________________ ______________________________________________________ (Street name and number or Post Office Box information) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (Postal/Zip Code) _______________________ ______________ (Province – if applicable) (Country – if not US) (if an individual) ____________________ ______________ ______________ _____ (Last) (First) (Middle) (Suffix) OR (if a business organization) ______________________________________________________ ______________________________________________________ (Street name and number or Post Office Box information) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (Postal/Zip Code) _______________________ ______________ (Province – if applicable) (Country – if not US) (If more than three incorporators, mark this box and include an attachment stating the names and addresses of all incorporators.) ARTINC_NPC Page 2 of 3 Rev. 01/01/2008 176 GH Daniels Blvd. IIIDaniels Gypsum CO United States United States G.H. United States Rifle GregoryHasenberg 81637 CO 81650 1155 Quicksilver Way 12. The nonprofit corporation is formed under the Colorado Revised Nonprofit Corporation Act. 13. The corporation will OR will not have voting members. 14. A description of the distribution of assets upon dissolution is attached. 15. Additional information may be included pursuant to §7-122-102, C.R.S. and other organic statutes. If applicable, mark this box and include an attachment stating the additional information. Notice: Causing this document to be delivered to the secretary of state for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, C.R.S., the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes. This perjury notice applies to each individual who causes this document to be delivered to the secretary of state, whether or not such individual is named in the document as one who has caused it to be delivered. 16. Name(s) and address(es) of the individual(s) causing the document to be delivered for filing: ____________________ ______________ ______________ _____ (Last) (First) (Middle) (Suffix) ______________________________________________________ (Street name and number or Post Office Box information) ______________________________________________________ __________________________ ____ ____________________ (City) (State) (Postal/Zip Code) _______________________ ______________ (Province – if applicable) (Country – if not US) (The document need not state the true name and address of more than one individual. However, if you wish to state the name and address of any additional individuals causing the document to be delivered for filing, mark this box and include an attachment stating the name and address of such individuals.) Disclaimer: This form, and any related instructions, are not intended to provide legal, business or tax advice, and are offered as a public service without representation or warranty. While this form is believed to satisfy minimum legal requirements as of its revision date, compliance with applicable law, as the same may be amended from time to time, remains the responsibility of the user of this form. Questions should be addressed to the user’s attorney. ARTINC_NPC Page 3 of 3 Rev. 01/01/2008 Christina 243 Aspen Avenue The Sloan Law Firm, PLLC 84532Moab 4 United States UT Sloan NOTICE: This "image" is merely a display of information that was filed electronically. It is not an image that was created by optically scanning a paper document. No such paper document was filed. Consequently, no copy of a paper document is available regarding this document. Questions? Contact the Business Division. For contact information, please visit the Secretary of State's web site. Click the following links to view attachments Attachment 1 Distribution of Assets upon Dissolution Exhibit S Jan Z-1 "JU U<>:"IOp ,.....__, ..1.1'1'-11-VI ll'IWl....UUJ.C..-=:I AMENDMENT TO ':'21V"V,~1 DECLARATION OF EASEMENTS, COVENANTS Alli'D RESTRICTIONS FOR GRASS MESA RANCH The tmder&igaed Board of Directors of the Grass Mesa Homeowner.;' Association, a Colorado N'on-Profit CorpanlDon, hereby amend the Declaration of Easements, Restrietioos and Covenanls mr Grass Mesa Ranch teeorded June 7, 1983, in Book 628 at Page 503; First Amendment to Declaratioo of Easements, Restrimoos and Coverumts fur Grau Mesa Ranch recorded Dei;ember 12, 1994, in Book 924 at Pase 292; Amendroent to Declaration of Easemeut9, Covenants and RestrK;tioos fur Grass Musa RaDch rewnlecl September l, 1995, in Book 9S l al Page 883; Ameodmen1 to .Declaration of Easements, Resuic.tions and CoYl:IWIU for · Grass Mesa Ranch recorded November 7, 1995, ill Book 958 at Pase 68; Amendment to Declaration of Easements, Covenants and Raitrid:iom fur QJass Mesa Ranch reeordecl February 26, 1996, in D.ook. 968 at Page 182; and Grass Mesa Homeowmn Assoc:.iatlon S1atement of Election RE: Adoption ofCoJorado Common Interest Owmnhip Aa reoorded Oct.obe:r l, 1999, in Book 11 SS at Page 284, all ll!COfded in the niconls of the Clede and Recorder fur Garfield County, Colorado (c:olleaively the "Declallllion"). A special meeting of the melllbership was held on Febrwuy 21, 2009, Wherein Lf1£ lot owners were Rprescmed (more than 60"A. of the membcnihip). One of the p111poses ofthe meeU?JS was to approve a resolution to amend the DeclQl'8tion to provide fur a change in the definition of "Lot" as proWfed :lbr in Article I, Paragraph 3, and sud! resolution passed with a unanimous wte. Therefore, Article I, .Paragrapla 3 ('"'"Definiliom -Lot") of the Declaraiion of Easemeau, Covenants ud Reibic:tiwd &hall be deleted and replaced with the fbllowing: 3. Lot. "Lot" means aod refers to any parceJ, tl'act or plot of land, however designated, kK;ated within the properties, to be any parcel of land defined by Garfield County to be a separate property ~oing its OWJJ. :icparate legal description and is taxed, for property tax purposes, by the County of Garfield, State ofCoJorado. IN WlTNE}) WHEREO~ the undersigned have beteati;er affixed their signamres effeeti:vethis 21 dayof nbruoc;.2009. GRASS MESA HOMEOWJ\;"ERS ASSOCIATION By By Rebel:ai. L. Brock, Director Exhibit T 1 Knight Planning Services From:David Pesnichak [dpesnichak@garfield-county.com] Sent:Monday, January 12, 2009 9:04 AM To:Christina Sloan Subject:RE: Quicksilver Court Plat Note L - prior exchange with County Hi Christina, Since all conditions of approval are finalized at the time the BOCC votes to approve an application, it is not standard practice to send an Applicant the Resolution prior to signing. That said, if it is specifically requested, we will forward it over as a courtesy. Regardless of how the plat note ended up in the Staff Reports and in the final Resolution, the issue with removing this plat note at this time is that it is a substantive change from the approval of the BOCC. Part of the purpose of holding public hearings and producing Staff Reports is to QC the product approval and subsequent resolution. So, even if the plat note ended up in the PC and BOCC Staff Reports as an error of Staff, it is the Applicant’s responsibility to read the staff reports and bring up those errors at that time ‐ not following approval. I did, however, speak with Craig Richardson on the ski lift this weekend and had a chance to ask him about this plat note. He said that it is likely that it is a cut and paste error from Suarez, which it sounds like he used as a template for his PC and BOCC Quicksilver Staff Reports. What I can do is raise the question with our Legal Staff and Director at our Staff Meeting tomorrow morning. If they are all comfortable with simply recording a new Resolution deleting this condition, I will move forward on it. However, I am not sure I can argue in favor of that action with a straight face since this condition was clearly a part of the BOCC’s approval and changing the Resolution at this point is clearly not permitted under the current Land Use Code of 2008 or the Zoning Resolution of 1978 under which this Prelim Plan was approved. Dave David Pesnichak, AICP Senior Planner - Long-Range Garfield County 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: (970) 945-8212 Fax: (970) 384-3470 Email: dpesnichak@garfield-county.com www.garfield-county.com From: Christina Sloan [mailto:sloan@thesloanlawfirm.com] Sent: Sunday, January 11, 2009 9:12 PM To: David Pesnichak Subject: Quicksilver Court Plat Note L - prior exchange with County David - See my email exchange below with Craig Richardson regarding the water quality analysis in the Staff Report. While I did not mention the aluminum and iron plat note specifically, I assumed it was linked to the water quality results from the two testings of the wells. When Richardson said that this would be addressed at the hearing, I thought any reference to poor water quality would be removed. 2 The County also sent Sid Fox the draft Resolution for the Suarez Subdivision prior to finalization. Is that standard practice? Again, I did not see a draft Resolution after the hearing re. Quicksilver Court. Any information you have on where this language came from would be great. It seems that this was County error - possibly a cut and paste issue? There is no way to correct a technical error on the part of the County w/out resubmitting? Thanks - Christina Sloan, Esq.* The Sloan Law Firm, PLLC 76 South Main Street, Suite 1 Moab, UT 84532 435.259.9940, work 970.309.2995, cell www.thesloanlawfirm.com *licensed in Utah and Colorado The information contained in this e-mail message is protected by the ATTORNEY CLIENT AND/OR THE ATTORNEY WORK PRODUCT PRIVILEGES. It is intended only for the use of the individual named above, and the privileges are not waived by virtue of this having been sent by e-mail. If the person actually receiving this e-mail message or any other reader is not the named recipient, or the employee or agent responsible to deliver it to the named recipient, any use, dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify me by telephone, and permanently delete the message. Please contact the Sloan Law Firm, PLLC at 435.259.9940. Thank you. ----- Original Message ----- From: Christina Sloan To: Craig Richardson Sent: Friday, October 17, 2008 8:53 AM Subject: Re: Quicksilver Sounds great, thanks. Christina Sloan, Esq.* The Sloan Law Firm, PLLC 76 South Main Street, Suite 1 Moab, UT 84532 435.259.9940, work 970.309.2995, cell www.thesloanlawfirm.com *licensed in Utah and Colorado The information contained in this e-mail message is protected by the ATTORNEY CLIENT AND/OR THE ATTORNEY WORK PRODUCT PRIVILEGES. It is intended only for the use of the individual named above, and the privileges are not waived by virtue of this having been sent by e-mail. If the person actually receiving this e-mail message or any other reader is not the named recipient, or the employee or agent responsible to deliver it to the named recipient, any use, dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify me by 3 telephone, and permanently delete the message. Please contact the Sloan Law Firm, PLLC at 435.259.9940. Thank you. ----- Original Message ----- From: Craig Richardson To: Christina Sloan Sent: Thursday, October 16, 2008 4:31 PM Subject: RE: Quicksilver Christina- The packets are already out, see my responses below. Let me know if you have any questions. From: Christina Sloan [mailto:sloan@thesloanlawfirm.com] Sent: Thursday, October 16, 2008 4:14 PM To: Craig Richardson; kps@vail.net Subject: Re: Quicksilver Craig - Thanks for sending us the packet early. You note on page 7 that water quality tests for the Daniels Well #2 show coliform, but the Well was retested and coliform was absent on the second test. Please delete the coliform result, or add information regarding the second test. The results are outlined in the Water Quality section of the Updated Water Supply Report. I will note the new test during my presentation during the public hearing. Regarding your Staff Recommendations at Section VII.2 and 3 - you reference requiring a 4-hr. pump test and water quality analysis - these were included in the Updated Water Supply Report as well. Can you delete these recommendations? They have included in the Preliminary plan but they must also be included in the Final Plat application. This condition is to remind the Applicant that they need to be submitted with the Final Plat application. It is a standard condition included in preliminary plan approval. Also your recommendation Section VII.6 requires a 1000 gallon stroage tank for fire protection. Fire Protection needs will be met by the Quicksilver Court Pond - also explained in the Updated Water Supply Report. Additionally, please find attached a letter from CDOT approving the Pond as a non-jurisdictional pond. The fill, refill, storage, and evaporation of the Pond are augmented by the WDWCD contract. Please also delete this recommendation if possible. Sorry, the application I was working off of must not have been updated. I knew the pond was covered in the augmentation. I will note during my presentation that the storage tanks are not required and recommend that the plat note be deleted. I have a drafted Declaration that includes the County's required language. It was my understanding that Knight Planning Services had already forwarded you a copy. If you do not have a copy and would like it before the hearing, let me know. Otherwise, I will email it to you in a few weeks after including any additional recommendations that come out of that hearing. We do not need a copy of the decs until the time of Final Plat, the PC (and BOCC) may have additional requirements they want included. We use the Preliminary Plan process to tell you what we want included, and then we review the decs at Final Plat to make sure everything the Board required as a condition of approval is actually there. My conditions of approval regarding decs are there for the Planner reviewing the Final Plat app, to make it a little easier to know what they need to be looking for. 4 Thanks - Christina Sloan, Esq.* The Sloan Law Firm, PLLC 76 South Main Street, Suite 1 Moab, UT 84532 435.259.9940, work 970.309.2995, cell www.thesloanlawfirm.com *licensed in Utah and Colorado The information contained in this e-mail message is protected by the ATTORNEY CLIENT AND/OR THE ATTORNEY WORK PRODUCT PRIVILEGES. It is intended only for the use of the individual named above, and the privileges are not waived by virtue of this having been sent by e-mail. If the person actually receiving this e-mail message or any other reader is not the named recipient, or the employee or agent responsible to deliver it to the named recipient, any use, dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify me by telephone, and permanently delete the message. Please contact the Sloan Law Firm, PLLC at 435.259.9940. Thank you. ----- Original Message ----- From: Craig Richardson To: kps@vail.net ; Christina Sloan Sent: Thursday, October 16, 2008 3:18 PM Subject: Quicksilver Let me know if you have any questions. Craig Richardson Senior Planner Garfield County, Colorado 1 Knight Planning Services From:David Pesnichak [dpesnichak@garfield-county.com] Sent:Tuesday, January 13, 2009 10:38 AM To:Christina Sloan Subject:RE: Quicksilver Court - lot line adjustment question Hi Christina, You are correct that the Final Plat will memorialize that shift in lot lines. As to the Condition of Approval issue, the Director and our Legal Staff agree that it is not possible to amend the Conditions within the Resolution at this time without an amended Preliminary Plan or new Preliminary Plan since it is a substantive change in the conditions from that which was approved by the BOCC. That said, a solution which I had not thought of previously did come out of the meeting… Most Final Plats go through the BOCC on their Consent Agenda for signature and are not reviewed in another Public Meeting or Public Hearing. However, if you request within the Final Plat application to hold a Public Meeting (notice by agenda only) for the signature of the Final Plat and to get the BOCC’s blessing on removing that condition, I think we can swing this change in a legal and ethical way. I hope this helps, Dave David Pesnichak, AICP Senior Planner - Long-Range Garfield County 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: (970) 945-8212 Fax: (970) 384-3470 Email: dpesnichak@garfield-county.com www.garfield-county.com From: Christina Sloan [mailto:sloan@thesloanlawfirm.com] Sent: Tuesday, January 13, 2009 9:39 AM To: David Pesnichak Subject: Quicksilver Court - lot line adjustment question The Grass Mesa Covenants require lots no less than 10 acres. Jody originally owned 39 acres or so - the original idea was that Greg would convey a small sliver to him so that he would have the 40 acres he needs to create 4 lots. I just want to confirm that we do not need to record a boundary lot line adjustment before the final plat is recorded - b/c the final plat will achieve the same result? Thanks - Christina Sloan, Esq.* The Sloan Law Firm, PLLC 76 South Main Street, Suite 1 Moab, UT 84532 435.259.9940, work UPDATED WATER SUPPLY REPORT QUICKSILVER COURT SUBDIVISION GARFIELD COUNTY, COLORADO Prepared for: Jody Daniels 176 GH Daniels Blvd. Gypsum, Colorado 81637 Greg Hasenberg 1155 Quicksilver Way Rifle, Colorado 81650 Prepared by: Jehn Water Consultants, Inc. 1565 Gilpin St. . Denver, Colorado 80218 (303) 321-8335 Job No. 720.1 Quicksilver Court Subdivision Water Supply Plan Jehn Water Consultants, Inc. ii UPDATED WATER SUPPLY REPORT QUICKSILVER COURT SUBDIVISION GRAND COUNTY, COLORADO Original: April 16, 2008 Updated: October 2, 2008 James L. Jehn, C.P.G. Gina L. Burke, C.G.W.P. President Senior Project Manager/Principal Quicksilver Court Subdivision Water Supply Plan Jehn Water Consultants, Inc. iii TABLE OF CONTENTS I. EXECUTIVE SUMMARY......................................................................................................... 1 II. INTRODUCTION.................................................................................................................. 2 III. WATER DEMAND................................................................................................................ 3 IV. WATER SUPPLY................................................................................................................. 4 V. WATER QUALITY................................................................................................................ 7 VI. CONCLUSIONS................................................................................................................... 8 LIST OF FIGURES Figure 1 Property Location Map LIST OF TABLES Table 1 Estimated Demands Table 2 Water Quality Summary APPENDICES Appendix A Existing Well Permits Appendix B Drawdown and Recovery Plots Appendix C West Divide Water Conservancy District Contract Quicksilver Court Subdivision Water Supply Plan 1 Jehn Water Consultants, Inc. I. EXECUTIVE SUMMARY This Report sets forth the results of a water supply investigation and impact analysis that was conducted as part of the Subdivision Application for the Quicksilver Court Subdivision. The Application supports the development of up to 7 lots and 12 domestic units on approximately 80 acres in Garfield County, Colorado. The projected annual demands are approximately 8.22 acre-feet, which can be adequately met from the existing on-site water supply wells. Tests were conducted to determine aquifer parameters and analyses were completed to determine the existence of a reliable water supply. Water quality samples were collected from two of the proposed water supply wells to meet the County’s requirements for the Subdivision. As a result of the analyses and testing, it was determined that the ground water from the existing wells on the property is more than adequate in quantity and quality to supply water for the planned Quicksilver Court Subdivision. Quicksilver Court Subdivision Water Supply Plan 2 Jehn Water Consultants, Inc. II. INTRODUCTION The Quicksilver Court Subdivision, located in Sections 22 and 27, Township 6 South, Range 93 West, 6th P.M. (Figure 1) is anticipated to be developed into 7 lots, each with one dwelling unit. Five of the lots will also have one accessory dwelling unit. This Report presents the studies and analyses to provide Garfield County with the necessary information regarding the quantity, quality, and dependability of the water supply for the proposed Quicksilver Court Subdivision in support of the Subdivision Application. Projected demands of the Subdivision are estimated, the source of the water supply to meet the proposed demands of the Project is presented, and results of pumping tests conducted on the Property are provided. Results of the water quality analyses of the proposed supply are also presented. Quicksilver Court Subdivision Water Supply Plan 3 Jehn Water Consultants, Inc. III. WATER DEMAND The demands for the Quicksilver Court Subdivision may consist of up to 12 dwelling units which include 5 accessory dwelling units, irrigation of approximately 7,000 square-feet of lawn and garden per lot and up to a total of 17 horses (7 total lots proposed). A pond is also planned for the Subdivision with a surface area of approximately 0.23 acres. Table 1 shows the estimated demands for the Subdivision which includes the calculated evaporation from the pond. The water demands for the Subdivision, as shown in Table 1, are based on Garfield County Regulations and standards utilized by West Divide Water Conservancy District. The overall usage is estimated to be 8.22 acre-feet per year (af/yr). The three existing ground water wells are planned to be utilized to meet the total demand. The maximum average daily demand per well is anticipated to be 2,448 gallons, or an average of 1.70 gallons per minute (gpm), based on the maximum annual demand of 2.74 af/yr per well. Quicksilver Court Subdivision Water Supply Plan 4 Jehn Water Consultants, Inc. IV. WATER SUPPLY The proposed Quicksilver Court Subdivision will be supplied by water from three existing wells located on the Property. The three existing wells are Daniels Well No. 1 (Permit No. 67565-F), Daniels Well No. 2 (Permit No. 67566-F) and the Hasenberg Well No. 1 (Permit No. 67567-F). It is proposed in the pending Subdivision Application that Daniels Well No. 1 will serve Lots 4 and 5 (a total of four units), Daniels Well No. 2 will serve Lots 6 and 7 (a total of four units) and Hasenberg Well No. 1 will serve Lots 1, 2 and 3 (a total of four units). The locations of the three existing wells are shown on Figure 1 and copies of the well permits and construction reports are included in Appendix A. Daniels Well No. 1 was drilled and completed on January 16, 2008 to a depth of 195 feet. Prior to the start of the pumping test, the static water level in the well was approximately 118 feet below top of well casing. Daniels Well No. 2 was drilled and completed on March 10, 1999 to a depth of 223 feet. The static water level in the well prior to the test was approximately 119 feet below top of well casing. The Hasenberg Well No. 1 was drilled and completed on January 26, 1999 to a depth of 194 feet. The static water level in the well prior to the test was approximately 113 feet below top of well casing. Pumping Tests Dynotek Slimline Submersible Pressure Transducers were installed for monitoring purposes in the existing wells, and were utilized to collect water levels during the pumping tests for the Quicksilver Court Subdivision. Beginning at 10:50 A.M. on February 12, 2008, a 17-hour continuous rate pumping test was begun at a rate of 4.2 gpm at Daniels Well No. 1. During the test, the pumping rate was continuously adjusted to maintain as close to 4 gpm as possible. A totalizing flow meter was installed on the discharge. The transducer was set to record relatively continuous water level data. Water level data was recorded for an additional 31 hours following the pump test at Daniels Well No. 1. At the end of the 17 hours, the total drawdown in the pumped well was 73 feet. Quicksilver Court Subdivision Water Supply Plan 5 Jehn Water Consultants, Inc. The second test was conducted on Daniels Well No. 2 for approximately three hours. The test was started at 10:45 A.M. on February 13, 2008. The plan was to complete a 4-hour test. During the first almost 2 hours of the test, the well was pumped at approximately 4 gpm. A very slight drawdown was detected in the down-hole transducer near the 2-hour point in the test, so it was decided to increase the pumping rate of the test after allowing the water level to recover for about 2.5 hours. For approximately one hour, Daniels Well No. 2 was pumped at an average rate of almost 9 gpm. Due to the increase in pumping, the total drawdown in the pumped well was 78 feet at the end of the three hours. Water level data was recorded for an additional 18 hours following the second pump test at Daniels Well No. 2. The third test was conducted on the Hasenberg Well No. 1. Beginning at 3:15 P.M. on February 13, 2008, a 4-hour continuous rate pumping test was conducted at a rate of approximately 3 gpm. Water level data was recorded for an additional 15 hours following the pump test at the Hasenberg Well No. 1. At the end of the 4 hours, the total drawdown in the pumped well was 54 feet. During all three pumping tests the other two non-pumping wells were also monitored for drawdown. There was no drawdown affects recorded at the non-pumping wells during any of the pumping tests. Pump Test Results and Aquifer Parameters The electronic drawdown, recovery and pumping data were downloaded from the transducer devices and reduced to a spreadsheet format for analysis. The Theis confined methodology was utilized to analyze drawdown and recovery data for interpretation of aquifer parameters. Results of those analyses indicate an average transmissivity value of 53 gallons per day per foot (gpd/ft) for the underlying aquifer. Graphs showing the pumping test drawdown and recovery plots are included in Appendix B. The pumping tests are a standardized method of determining aquifer parameters by measuring the drawdown and recovery capabilities of the wells over the pumping period. Quicksilver Court Subdivision Water Supply Plan 6 Jehn Water Consultants, Inc. As a result of the pumping tests analyses, each of the three wells are capable of producing the required average annual yield of 1.70 gpm (2.74 af/yr) needed for the water supply to meet the development’s demands. Quicksilver Court Subdivision Water Supply Plan 7 Jehn Water Consultants, Inc. V. WATER QUALITY Water quality samples were collected from Hasenberg Well No. 1 and Daniels Well No. 2 on February 13, 2008. Due to holding time issues, a sample was not analyzed from Daniels Well No. 1. Per Garfield County Regulations, the samples were tested for Nitrate, Nitrite and Total Coliform. Field parameters: pH, conductivity and temperature, were also collected and these results are indicative of normal drinking water quality. The Nitrate and Nitrite analyses meet the State and Federal Maximum Contaminant Levels (MCLs) for Drinking Water. Total Coliform was detected from Daniels Well No. 2. Since this well is 223 feet in depth it is unlikely that coliform exists in the well, and it is the authors’ belief that the Total Coliform was from sampling contamination. It was recommended that a second sample be taken prior to development to confirm this belief. On August 14, 2008, a second water quality sample was collected from Daniels Well No. 2. The sample was analyzed by Eagle River Water and Sanitation District. The sample was found to be absent for Total Coliform and E.coli. Table 2 is a summary of the water quality results. Quicksilver Court Subdivision Water Supply Plan 8 Jehn Water Consultants, Inc. VI. CONCLUSIONS Currently, Daniels Well No. 1, Daniels Well No. 2 and Hasenberg Well No. 1 are all augmented by the West Divide Water Conservancy District for the demands discussed herein. The West Divide Water Conservancy District Contract No. 070215GD(b) is attached as Appendix C to this Report. Three well tests were completed on the existing wells within the proposed Subdivision. All tests show that the wells are capable of producing the required average annual yield of 1.70 gpm. During the pumping tests, no drawdown was observed at the other two wells in the proposed Subdivision, indicating no interference between wells during pumping. Water quality samples obtained from the wells indicated detections of Nitrate and Nitrite below MCLs and the absence of Total Coliform. As a result of our site-specific investigations, it is our professional opinion that the Quicksilver Court Subdivision has more than adequate ground water resources to support the proposed development. !A !A !A Daniels Well #2 (Permit No. 67566-F) Daniels Well #1 (Permit No. 67565-F) Hasenberg Well #1 (Permit No. 67567-F) Jehn Water Consultants, Inc. 1565 Gilpin Street Denver, CO 80218 (303) 321-8335 (303) 321-8346 fax Figure 1 { P:\Daniels Hasenberg development\GIS\KCDMXD\02Oct2008_UpdatedProperty_Location.mxd Sources: USGS 7.5' Quadrangles Rifle, CO, Photorevised 1982, Contour Interval 40 ft. No. Mamm Peak, CO, Photorevised 1982, Contour Interval 40 ft. Parcel information courtesy Garfield Co., Colorado Projection: Job No. 720.1 UTM NAD83 Prepared By: KCD 04/11/2008 Updated: KCD 10/02/2008 Checked By: GLB 04/11/2008 Legend T6S T6S R93W R93W Quicksilver Court Subdivision 1 inch equals 1,000 feet Quicksilver Court Subdivision 0 1,000 2,000 Feet TA B L E 1 ES T I M A T E D W A T E R D E M A N D S Qu i c k s i l v e r C o u r t S u b d i v i s i o n Pe o p l e U s e p e r T o t a l D e m a n d gp d / p e r s p e r u n i t u n i t ( g p d ) N o . U n i t s ( a f / y r ) In - h o u s e U s e s (1 ) 10 0 3 . 5 3 5 0 1 2 4 . 7 1 To t a l D e m a n d ft / y r S q f t / L o t N o . L o t s ( a f / y r ) Ir r i g a t i o n (2 ) 2. 3 5 7 , 0 0 0 7 2 . 6 4 To t a l D e m a n d gp d / h o r s e N o . o f H o r s e s ( a f / y r ) Ho r s e W a t e r i n g (3 ) 11 1 7 0 . 2 1 Su r f a c e A r e a T o t a l D e m a n d ft / y r ( a c r e s ) ( a f / y r ) Po n d E v a p o r a t i o n ( 4 ) 2. 8 7 0 . 2 3 0 . 6 6 To t a l D e m a n d ( a f / y r ) 8 . 2 2 Me t b y t h r e e e x i s t i n g w e l l s To t a l D e m a n d p e r W e l l ( a f / y r ) 2 . 7 4 Av e r a g e R a t e p e r W e l l ( g p m ) 1 . 7 0 No t e s : (1 ) I n - h o u s e u s e s i n c l u d e 7 d w e l l i n g u n i t s a n d 5 a c c e s s o r y d w e l l i n g u n i t s 1 0 0 g p d p e r p e r s o n u s e v a l u e p e r S u b d i v i s i o n R e g u l a t i o n s o f G a r f i e l d C o u n t y , C O o f 1 9 8 4 (2 ) I r r i g a t i o n a p p l i c a t i o n r a t e f r o m W D W C D w o r k s h e e t (3 ) A s s u m e d 2 h o r s e s p e r l o t ( 7 l o t s ) a n d 1 1 g p d p e r h o r s e p e r W D W C D w o r k s h e e t (4 ) P o n d s u r f a c e a r e a p l a n n e d t o b e 1 0 , 0 0 0 s q f t a n d f o r c a l c u l a t i o n p u r p o s e s w a s a s s u m e d t o a l w a y s b e f u l l . Je h n W a t e r C o n s u l t a n t s , I n c . April 16, 2008 Job No. 720.1 TA B L E 2 UP D A T E D W A T E R Q U A L I T Y S A M P L I N G S U M M A R Y Qu i c k s i l v e r C o u r t S u b d i v i s i o n Sa m p l e s C o l l e c t e d 2 / 1 3 / 2 0 0 8 & 0 8 / 1 4 / 0 8 Pa r a m e t e r U n i t s D a n i e l s W e l l # 1 H a s e n b e r g W e l l # 1 D a n i e l s W e l l # 2 (1 ) Maximum Contaminant Level (MCL)(2) Ni t r a t e (as N ) m g /L N / A 0 . 2 5 0 . 4 1 1 0 Ni t r i t e (as N ) m g /L N / A N D N D 1 To t a l C o l i f o r m A bs e n t / P r e s e n t N/ A A bs e n t A bs e n t No m o r e t h a n o n e c o l i f o r m - po s i t i v e s a m p l e p e r m o n t h pH * p H u n i t s 7. 7 8 8 . 0 6 8 . 1 3 6 . 5 t o 8 . 5 El e c t r i c a l C o n d u c t i v i t y* µS / c m 6 6 5 6 0 0 6 1 0 N S Te m p e r a t u r e * °F 5 3 . 0 51 . 6 5 4 . 0 N S NO T E S : (1 ) T o t a l C o l i f o r m s a m p l e d o n 0 8 / 1 4 / 0 8 (2 ) MC L v a l u e s o b t a i n e d f o r m t h e C D P H E , L a b o r a t o r y S e r v i c e s D i v i s i o n N/ A - I n d i c a t e s t h a t a s a m p l e w a s n o t s u b m i t t e d t o E v e r g r e e n A n a l y t i c a l f o r a n a l y s i s b e c a u s e o f h o l d i n g t i m e c o n s t r a i n t s . ND - P a r a m e t e r a n a l y z e d f o r b u t n o t d e t e c t e d . * I n d i c a t e s t h a t t h e p a r a m e t e r w a s m e a s u r e d i n t h e f i e l d . NS - N o s t a n d a r d . Bo l d a n d r e d i n d i c a t e s t h a t t h e s a m p l e e x c e e d e d t h e M C L . Me a s u r e d C o n c e n t r a t i o n Je h n W a t e r C o n s u l t a n t s , I n c . September 15, 2008 Job No. 720.1 APPENDIX A Form No . GWS-25 OFFICE OF THE STATE ENG IN EER COLORADO DIVISION OF WATER RESOURCES 818 Centennia l Bldg., 1313 Sherman St., Denve r, Co lorado 80203 (303) 866-3581 APPLICANT GH DAN IE LS Ill 176 GH DANIELS BLVD GYPSUM, CO 81637 - WELL PERMIT NUMBER __ _;...67'""'5~6~5 ___ -~F __ DIV. 5 WD 45 DES. BASIN MD Lo t: 2 Block : Filing: Subdiv : GRASS MESA RANCH APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SW 1/4 Section 22 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 214 Ft. from South 1995 Ft. from West Section Line Sect ion Line EXST (970) 471-0920 UTM COORDINATES (Me ters.Zone :13.NAD83) CHANGE/EXPANSION OF USE OF AN EXISTING WELL Easting: Northing : ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CON DITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to exist ing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Exam iners of Water Well Construction and Pump Installation Contractors in acco rdance with Rule 18 . 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Rued i Reservoir is in effect, or under an approved plan for augmentation . WDWCD contract #070215GD(b) (amended Apri l 17 , 2008). 4) Approved for the use of, an existing well , constructed on January 16 , 2008, to a depth of 195 feet, with a pump being installed July 18, 2008, under permit no. 276142 (cance led). Issuance of this permit hereby cancels perm it no. 276142. 5) Approved as a well on a tract of land of 39.9 acres described as lot 2, Grass Mesa Ranch division of land, Garfield County. 6) The use of ground water from this well is limited to fire protection, ordinary household purposes inside two (2) single family dwe llings, two (2) accessory dwellings units, the irrigation of not more than 14,000 square feet (0.32 of an acre) of home gardens and lawns, the watering of four (4) head domesti c animals, filling, refilling and storage of a pond and evaporation of a pond (surface area being 0.23 of an acre). Storage, filling and refil ling of the pond may be from this well (Dan iels Well no . 1) or Dan iels Wel l no. 2 or in combination with Daniels Well nos . 1 and 2. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. T his well is known as Daniels Well no. 1. 7) The pump ing ra te of this well shall not exceed 15 GPM. 8) The combined average annual amount of ground water to be appropriated by this well (Daniels Well no . 1) and Dan iels Well no . 2 (permit no. 67566-F) and Hasenberg Well no . 1 (permit no. 67567-F) shall not exceed 8.34 acre-feet. 9) The owner shall mark the well in a consp icuous place w ith well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precaut ions to preserve these mark ings. 10) This well shall be lo c ated not more than 200 feet from the location specified on this permit and at least 600 feet from ahy ex isting well, completed in the same aquifer , that is not owned by the appl icant. 11) Totalizing flow mete rs must be installed on this well (Daniels Well no. 1) and Daniels Well no. 2 (permit no. 67566-F) and Hasenberg Well no. 1 (pe rmit no. 67567-F), and maintained in good work ing order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. NOTE: Use of g ro und water fro m this well (Daniels Well no. 1), Danie ls Well no. 2 (permit no. 67566-F) and Hasenberg Wel l no. 1 (permit no. 67567-F ) sha ll be operated pursuant to WDWCD contract no. 070215GD(B ) (amended April 17, 2008). NOTE : Canceled permit no . 276142 was previously issued for this well. _;}--~ ?-i--- NOTE: Parcel Identification Number (PIN): 23-2177-223-00-463 O P /JI C' ("'.:z (J .'.J 'fJ NOTE: Assesso r Tax Schedule Number: R247345 (totaling 39 .87 acres) APPROVED DMW State Engineer Recei t No . 950303 8A DATE ISSUED 09-30-2008 By EXPIRATION DATE Tuesday, March 11, 2008.max Form No. GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Cenienniai Bidg., i3i3 Sherman St., Denver, Colorado 80203 (303) 866·3581 1095 WELL PERMIT NUMBER __ _,2,,,7_,,6-"14,,2c._ __ -~ APPLICANT DIV. 5 WD45 DES. BASIN MD GEORGE H DANIELS Ill 176 GH DANIELS BLVD GYPSUM, CO 81637- Lot 2 Block: Filing: Subdiv: GRASS MESA RANCH APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SW 114 Section 22 Township 6 S Range 93 W Sixth P M. DISTANCES FROM SECTION LINES 214 Ft. from South Section Line 1995 Ft. from West Section Line (970) 471-0920 UTM COORDINATES (Meters Zone:13.NAD83\ PERMIT TO CONSTRUCT A WELL Easting: Northing: 1) I 'l 3) 4) 5) 6) 7) 8) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONPITIONS OF APPROVAL This well shall be used in such a way as to cause no material inj1.Jry to existing waler rights. The issuance of this permit does not ensure thal no injury will occur to another vested water tight or preclude an-other owner of a vested water right from seeking relief in a civ!! cou!1 action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2. unless approval of~ l!'<!.r!ance has b~n granied Cy the State ~oard of Examiners of Water Well Construction and Pump Installation Conlradors in accordance with Rule 18. Approved pursuant to CRS 37-92-602(3}(b)(I) for uses as described in CRS 37-92-602(1)(1). Use of this well is limited to monitoring water levels and/or water quality sarnpl'lng. This well is known as. Daniels MonitoringfObserva!ion Well no. 1. Approved as a well on a tract of land oC 39.87 acres described as lcl 2, Grass Mesa Ranch division of land, Garfield Counly. This well mLisl be eqLiipped with a locking cap or seal lo prevent well contamination or possible hazards as an open well. The well mLJst be kept capped and locked al au times excepl during sampling or measuring. Records of water level measurements and water quality analyses shall be maintained by the well owner and submitted to the Division of Water Resources upon request. Upon conclusion of the monitoring program the well owner shall plug this well In accordance with Rule 16 of !he water Well Construction Rules. A Well Abandonment Report musl be completed and submitted to the Division of Waler Resources within 60 days of plugging. The owner shall mark the well in a conspicuous place with the well permit number and name of aquifer as appropriate, and shall take necessary means and precautions to preserve these marking!>. This well must be conslructed by or under the supervision of a licensed well driller or other <!!.!thcn:i:ed ind:vidual acco;diiig to thtl V"v'aier 'vVeii Construction Rules. If non-standard construction is anticipated, a variance request must be submitted in accordance with Rule 18 and approved prior to well conslruc11on. 10) A Well Construction and Test Report (Form GWS-31), Including lilhologic log must be submitted by the individual authorized to construct the well. For non-standard cons1ruction, the report must include an as-built drawing showing deta'1ls sucll as depth, casing, perforaled zones, and a description of the grouting type and interval. 11) This well shall be constructed not more lhan 200 feet from the lo~tion spee-ified o" this permi!. 12) lssuanca of this permit does not guarantee that this well can be converted to a prod1Jction we!! under a future permit. The abil1t; of this. well 10 be converted to a production wen is limited by all governing statut-es. rules, regulations, orders, and/or decrees. ~~ NOTE: Permit no. 66062-F was prev'1ously Issued for this lot ?...--"" NOTE: Parcel Identification Number (PIN): 23-2177-223-00-463 / 2-h ft'/'fao 7 NOTE: Assessor Tax Schedule NLJmber. R247345 l APPROVED DMW State ngineer Recei-t No. 9502958 DATE ISSUED By 12-04-2007 EXPIRATION DATE 12-04-2009 Tuesday, March 11, 2008.max . WELL CONSTRUCTION AND TEST REPORT I STATE OF COLORADO, OFFICEOFTHFSTATEEJ\G!NEER 1 1. f WELL PERMIT NUMBER --276142 2. Owner Name(s): George Daniels Mailing Address: 176 OH Daniels Blvd City, State, 7.ip : Gyps~ru, CO 81637 Phone # FOR OFFICF'. lJS'E ON! .'r' APPROVAL# GWS3L-9J-03 3. WELi. LOCA[JO::J AS DRILi.FD DISTA")JCES FROY! SEC. Lil'.'ES SE 114 SW li4 Sec: 22 Twp: 6 S Range: 93 W 330 ft. from South Sec. line and 1815 ft. from West Sec. line OR Easting: No:rthLng: SUBDIVISION: Grass ftolfesa Ranches 1 f''VT'· 2 DLOCK: FILING (lJNiT): .LA/I· STREET ADDRESS AT LOCATJON 4. GROUND SURFACE ELEV A TION ft. DRILLING METHOD Air Rotary DATE COMPLETED: 111612008 TOTAL DEPTH: 195 DEPTH COMPLETION: 19-5 _u GEOLOGIC LOG 6. HOI .I' DIAMETHK (in) t-"ROM (ft) TO (Jl) ' !Jcpth Tvne of Material (Size, Color, and Tvne) 9.0 0 40 : 000-180 Clays, Volcanic Rocks. 6.5 40 195 180-195 W m;all:h Formation 7. PLA]")l CASJNU Kind w·anSiu I OD (inl I 1-·mm {U) I To (ft) ..... -----r ___, ! ' "" Steel I 0.240 -i 40 PVC -~ 5.5 0.250 35 135 5.5 PVC 0.250 180 195 - PERF. CASING : Screen Slot Size 5.5 _ _ f __ PVC I I I -0_2"i0 135 180 I I 8. Filter Pack 9. Packer Placement Water Located: 135, 180 MateriaJ Type : Size I Depth . Remarks Interval : ; 10. GROUTD!G RECORD M>lteriai Amount Density I lntcn·al Plru;ement Cement 5 sks 6 i;ral/sk J0-40 pourezl ! ! '" DlS1t ... rFECTIO"t..J T"y11e HTH Amt. Used: 3 oz. 12. WELL TEST DATA ( ) Check Box If Test Data Is Submitted On Supplemerttal TESTfNG METHOD : Air Compressor --:.-i.tanc Level . . ---ll.l. tL Pumping Level : Total ft. Test Remarks : DateJTirne Measured 1/1612008 Date!fime Measured l/l6/200:S Production Nate 5 gpm Test Length : 2 hours }J I h.ave re;id the ~ta;emem-s. made herein iinoi lrnow the con11.'llls thereof. and that tl1ey are true 10 my knovile'1ge. (f'ur.;twrt to S.cction 24--4-l-4 (13)(al CkS, Lhe making of fal1;e smtcmcrns • ~outirutc~ pcrjury~n the second degi1:~ am! 1~ -p!ltlisbable as a cll!lls I mii.Ocmca11or) · CONTRACTOR · S.heltonDrillingCorp. Phone: {970) 927-4182 ' I Mailing Address: P.O. Bux 10.59 Basalt,.00. 81621 Lie. No. 1095 I -q uaoc 1/22/2008 J Form No . GWS -25 OFF ICE O F TH E S TAT E ENGIN EE R COLORADO DIVISION OF WAT E R R ESOURC ES 818 Centennia l Bldg ., 13 13 Sherman St., Denve r, Co lorado 80203 (3 03 ) 866 -358 1 APP LI CANT DAN IE LS GH Il l 176 GH DANIELS BLVD GYPS UM, CO 81637 - W ELL PERMIT NUMBER ___ 67~5~6~6 ___ -~F __ DIV . 5 WD 45 DES. BAS IN M D Lot: 2 Block: Fil ing: Su bdi v: G RASS MESA RANCH APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SW 1/4 Section 22 Township 6 S Range 93 W Sixth P.M. DIS TANC ES FROM SECTION LI NES 125 Ft. from South Section Line 3 190 Ft. from East Section Line EXST (970) 471-0920 UT M COO RD INATES (M ete rs,Zone :13 ,NAD83) PERMIT TO US E AN EXISTING WELL East ing: Northing : ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well sha ll be used in such a way as to cause no material injury to existing water rights . The issuance of this permit does not e nsure that no injury will occu r t o anothe r vested water right or preclude another owner of a vested wate r right from seek ing relief in a civ il co u rt act ion. 2) The construction of this well shall be in compl iance with the Water Well Construction Rules 2 CCR 402-2 , unless approva l of a va riance has been granted by the State Board of Examiners of Water Well Construction and Pump Insta ll ation Con t ractors in accordance with R ule 18. 3) Approved pursuant t o CRS 37-90-137 (2) for the const ruction of a wel l, appropriating gro und water tributary to t he Colorado Rive r, o n t he conditi on that the well shall be ope rated on ly when the West Divi de Wate r Conservancy District's subs t itute wate r supp ly plan, ap pro ved by t he State Eng ineer, is in effect , and when a water all otment co ntract between the well owner and the West Divide Water Conservancy Dist rict for the release of rep lacement water fro m R uedi Reservoir is in effect, or under an approved plan fo r augmentation . WDWCD contra ct #070215GD(b) (amended April 17 , 2008 ). 4) App roved for the use of, an ex isting well , constructed on March 10, 1999 , to a depth of 223 feet unde r mon itoring ho le notice MH -35741 and later perm itted for use with a pump being installed on Ju ly 18, 2008 , under perm it no . 66062-F (canceled ). Issuance of the perm it hereby cancels perm it no. 66062-F . 5) Approved as a well on a tract of land of 39.9 acres described as lot 2 , Grass Mesa Ranch division of land, Garfie ld Coun ty. 6) The use of ground water from this well is lim ited to fi re protection , o rdinary househ old purposes inside two (2) single family dwelli ngs , two (2) accessory dwellings units, the irri gation of not more than 14 ,000 square feet (0 .32 of an ac re) of home gardens and lawns, the wa t eri ng of four (4) head domes ti c a ni mals, filling, re f illing and storage of a pond and evaporation of a pond (surface area being 0 .23 of an acre). Storage, fil ling an d refilling of the pond may be from this we ll (Danie ls Well no. 2) or Daniels We ll no. 1 or in combi nat ion with Dan ie ls Well nos . 1 and 2. All use of th is we ll wil l be curta iled unless the water allotment contract or a plan for augmentation is in effect. This well is kn ow n as Dan ie ls Well no. 2 . 7) The pumpi ng rate of this well shall not exceed 15 GPM . 8) The combined average annual amount of ground water to be appropriat ed by th is well (Dan iels Well no . 2) and Danie ls Well no . 1 (perm it no . 67565-F) and Hasenberg Well no . 1 (permit no. 6756 7-F shall not exceed 8.34 ac re-feet. 9) The owner shall ma rk the well in a conspicuous place with well perm it number(s), name of the aquife r, and court case number(s) as approp riate. The ow ner shall take necessary means and precautions to preserve these m ark ings . 10) This well shall be lo c ated not more than 200 feet from the location specified on th is permit and at least 600 feet from any exi st ing well , completed in t he same aquifer, that is not owned by t he applicant. 11 ) Tot al izing f low meters must be insta ll ed on t his well (Dan iels We ll no. 2) and Daniels We ll no . 1 (permi t no . 67565-F ) and Hasenb e rg Well no. 1 (p ermit no. 67567-F ), and mai nt ained in go od working order . Permanent records of all dive rs io ns must be ma inta ined by the we ll owner (reco rde d at least ann ually) and s ubmitte d to t he Di vis ion Eng ineer upon request. NOTE: Use of g roun d water from this we ll (Danie ls Well no . 2), Daniels W ell no. 1 (p ermit no . 67565-F ) and Hasenberg Well no . 1 (permit no. 6756 7-F) shall be operated pursuant to WDWCD co ntract no. 070215GD (B) (a mended April 17, 2008 ). ,/)'-0 ?.......- NOTE : Cance le d permit no . 660 62-F was prev iously issued fo r this wel l. o (:' ,/'j .:><7;... ~ ,:J $ NOTE : Parcel Ide ntificat ion Nu mber (P IN): 23-2 177 -2 23 -00-463 NOT E : Assesso r Ta x Schedu le Numbe r: R247345 (totaling 39 .87 ac res ) AP PROVED DMW St ate Engin ee r Recei t No. 95031 56 DATE IS SUE D 09-30 -2 00 8 By EXPIRATION DATE ORDER OF THE STATE ENGINEER IN THE MATTER OF WELL PERMIT NO. 66062-F LOCATION: SE 1/4, SW 1/4 , SECTION 22, TOWNSHIP 6 SOUTH, RANGE 93 WEST, 6th P .M . APPLICANT: GH DANIELS III THE STATE ENGINEER FINDS: The well pennit was issued on July 27, 200 7, with an expiration date of July 27, 2008. A well construction report was submitted on April 14, 1999, indicating that the well was constructed on March 10 , 1999, to a de pth of 223 feet, under monitoring hole notice MH-35741 and later pennitted for use o f an existing well, u nder pennit no. 66062 -F with a pump being installed July 18, 2008. On September 30 , 2008, the current well owner (GH Daniels III) submitted an application to cha nge the use of the existing well pennit no. 66062-F. The new permit (pennit no. 67566-F) allows for the ch a nge of use of the well (Daniels Well no. 2) in accordance with the West Divide Water Conservancy District contract no. 07 02 15GD(b), amended April 17, 2008. The well pennit is hereby canceled and is of no further force or effect. Septem15~ urPf- Dick Wolfe State Engineer By: r-~ ?-1... ~~( cc: Division Applicant :dmw/066062-F o rder to cancel, Dan ie ls, GH III 09-30-08 Dwight M. Whitehead Engineering Tech (Ground Water) Tuesday, March 11, 2008.max Form No. GWS-25 OFFICE OF THE STATE ENGINEER COLORADO D!V!S!ON OF WATER. RESOURCES 818 Cer.tennial Bldg., 1313 Sherr:tan St .. Denver, Col:yaj::i 80203 (303) 836-3581 WELL PER.MIT NUMBER ___ 6~6~0~6~2~--~-~F __ _ EXST APPLICl\f\T r l DIV. 5 DC:S. 8,.'.\SIN iviD lot: 2 Block: Filing: Su~div: GRASS M'.:.SA RA..NGh APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SW 1/4 Section 22 GH DANIE'cS 'ill Towc,shio 6 S Range 83 W Sixth P.M. 176 GH DANIELS BLVD DISTANCES FROM SECTION LINES GYPSUM, CO 81637-':25 Ft 'roe'. South 3190 F':. frorT. Esst Section Line s~c:io:", L1:-ie UTM COORDINATES (l/,etersZone:13.NAD83\ (870) 47i-0920 PERMIT TO UsE AN EXISTING WELL Easting: Nortrung: ISSUANCE OF THIS PERlv.,T DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL I) lhis we!! shaii be used in suer. a way as to cause no material injury to e:xisting water rights. The iss'Jance cf this permit does :io\ ensu~e :he'. n;;. in:.u:y · • .,.i~' occu~ to an0t~•ei vested wate~ rig hi 01 p1t;;i.;iucie another awn er cf a vested v,·=ter n~ht from seeking relief in a civil court action. 2) T~.e construction of this well shall be in compiiance w~th the \/\later.\Nell C:onst~uction Hules 2 CC~ 4C2-2, unless appr::ival of a va;iance ~as been g:-2:-i',ed by the s•,ate Soard of =:xam·rners of V\later'Nell Constructio-a:1::l ?u:7lp ins:a\la:ton Contractors in accordance with R~le 18. 3) L) 5) 1: A;:ipro,•e::l pursuant to CRS 37-90-137(2.) fo; the constructbn of a well, a:)prJp~iating ground water tributa·y t::i the Co~o~ado River. on t'.!e condition that the wel: shal'. be operated only w::er, the \Nest Divide \.Yater Conservancy District's substitute water supo!y plan, approved by t::e State Engineer, 1s in effec~, and when a water allotment contract between the well owner and tne \'\'est Divide VVater Conse,'"Vancy Wish:: for the reiease ot ~eplacement water from Ruedi Reservoir is in effect. or under an a:;iproved pla:i for augmentation. VJD\\'CD contract #07:J215G:J(a). Approved as a wetl on a tract of land of 39.87 acres desc~ibed as the SE 1/4 of the SIN 1/4, Sec. 22, Tw::c E> S0' t~ ::::.r:;i i;i"3 \fl.les~ >'."-'"' ~ ~-1. fur:.r.e:-identified as lot 2, Grass !Vesa Ranch division of !and, Ga:iield County. Approvec fer the installation of a pump in, and the use o:, an existing well, const~ucteC on March 1 a, 1999, to a depth of 223 feet, u:-ide~ mcnito;ing hole notice MH-35741. The use of ground water from th:s well is limited to fire pmtection (storage and filling of a pond with ::i ~11rfc.ic:<:1 21ri:-:e. of 10,000 sc;uare feet and an ar.n·Jal eva:)oralior, amoun~ of 0.72 acre~foot), ordina:y househoid pi.;rposes inside fo:..!i (4) single family dwellings, the ir:igalio.L of not more than 20,000 $quare feet (0.45 of a.-i acre) of hor"':le gsrde:ts ar;d law:is, ar,d the wsts~;;-ig of eight (8) domesti:: animals. All i..:s-:-o'.his w.;:: wii! be curtailed unless the water albtment con'.ract o~ a plan for a:.Jgmen;;;;tion is in effect. This well is known as Danie:s \'\/ell no. 2. "7"he ;:iumiJ'.ng, rate of th:s well shall not exceed 15 GPM. e:, lhe average annual a:noun: cf :;~ound wate~ tc be ap:iro;:iriated sr,e.11 net exceed 3.242 acre-foo: (1,:JSS,406 gallor:s). 9) The ow:-ie: shal! mo.r':-:: the •vc\i in a conspicL:ous Diace v;ith well pe~mi: ni..H-,-:ber,:s;, narne of the eo:.:i7~~. und court case number(s) as c.pprop:-iate. The owner sh<>ll take neces.sBry· rrie2ns e.nd precavtio:is to prese:"'.re these ma~kings. "10} .A. totalizin9 fiow meter must bE: i1~sca:;ed on this weil z:;d mairt2ir.e~ ir. good work:ng o;:je:. =eo:,~'anent records of all diversior.s m'2s'. be mair.tained by tr.e well owner (recorded at least anm.:a'.!y\ :::..nd subri\itte:::! to the Di~'ision Eng\neer upon request. 1 ':) This well shall be loca~e.: ,.,:it r7!o~e '.ha:i 20C :eet from t~e location s::iecified on this permit. NOE: Pa~:::el Identification Number (PIN): 23~2"177-223-00...t..63 1-JOTt:: Assessor Tax Schedule Num'oer: R24734.5 I IAPF?OVED ioM'N Receiot No. 9502822 D/\T~ ISSUED 07-27-2007 By P-;;-..___ ::z....- ,:7 --; _/'::_ -/ , r -<I' /2.:7.c? 7 ( / ;;,., . ")...-/" ri.-4.-J..£-'.-/ EXPIRATION DATE 07-27-2003 Tuesday, March 11, 2008.max 111 11 I I I ( ! I:' I I I WATEft RESOURCES WATER 'V:Sr;JJAcEs &TAl'l: t:r.GtNEER 8TATE£MJ1NttA COLO. Coto. a WELL LOCATION AS DRILLED: ~ 1/4~1/4, Sec . .;i;;i Twp. _ __,(c,...,__ _ __5_, Range q3 _w_ DISTANCES FROM SEC. LINES' I ',I I I I I fl rrorn Sec line and ___ ft. from --.."--"'N"™--Sec. line. OR sueDMSION: G!JREiss·· mts~ ee111c t-1 ,LoT . .£i.' eLOCK. ___ FIUNG(UNIT) __ IJ STREET ADDRESS AT WELL LOCATION: 4. GROUND SURFACE EU:VATION Cz I $0 ft. DRIUJNG ME'THOD 81 K trD1Ai< f \ 1 1 \ \ ! I (DATE COMPLETED ?.i lt""'i q G TnT.a.t ni:-PTH ::")-i12"" McDTLI ,..,.. •• f'>, .................. ~~ ... . ·-··---·' ~ .. ""'I.Or "I VVn'lrl..C I cu 5. GEOLOGIC LOG: ~Ho1¥on.) From (ft) To (ft) O.;'h =~"'( .,_,... (Type, S.,., Colo<, Wa!or l.o<""onl D ~Z.Z.$ ZC> ~-~~ -.~~I~ I ('1fo"" J £. Tl l-1J.-D..J~ ......... t...a.r-' ! 7. PLAIN CASING i/£' ... i ...,7 <&"'f _.i c.c......a...<P gp (in) Kind" , W'!l!,.~e F~{ftl ~(!!)_ lt.7-~~ ,. -""'',_,,_,,., /~( L/ C'!.o..I /.-._~ _, \...,&"'_ 2. 7 "? ro ' -~ . n <:.-Ge,{ I 5! ll ./-( 1fi2 -2_ uu{_ ,._, ~n t. a -P:fF CASf~~S"'9on ~~ct¢ • 2..c> the >7 ? -----~ 8. FILTER PACJ<; •. l 9. PACKER ?.lACEMENT: i:~h . ' Size . 1n1arval I Malarial }-J /If+ 10. GROUTINC> RECORD: Material y.ount Density lntervar Placement REMARKS: a.. ,..:r/. ..., £.J.-e ;::-......... / $iq ~ ,_ I--..,_ A-.. --- I , ...... ,_ ---- . ·..;o....:::.,;pf. -c." , ...... -u.,..r ruvJ I ----111 r---.,..------'-=I =--~~~~I! ;1 OlSINFECTIDN: Typs~tf Ttl 70 °/0 Amt Used 0-1?_ < I r~ ~:!:!:."!!~'.DA~~ LJ1f~~ box W Test Data Is submitted on Fomi No. ~upplemental WeD Test. 111 I C;;Jl INil.:t Mt:lt1VLI (':!",'"' /1 Static L.svel ( "'/ 3 It. Dateffime measured ·3 -< ~ -2 'j , Production Rat•.,.....-7.~-~gpm. Pumping -It. Date/Time measured Test length (IYS.) _____ --' Remarl<s Form No. GWS-25 O FF IC E O F THE STATE E NGIN EE R COLORADO DIVISION OF WAT E R R ESOURC ES 81 8 Cente nn ial Bldg., 13 13 She rm an St., Denve r, Colora do 80203 (3 03) 866-3581 A PPLICAN T G REGORY HASENB ERG 11 55 QU ICKS ILVE R W AY RIFLE , CO 8 1650 - WEL L P ERMIT NUMBER ----"--67~5~6_7 ___ -~F __ DIV. 5 WD45 DES. BAS IN MD Lot: 2A Bloc k : Filing: S ubd iv: GRASS MESA RANC H APPRO V ED W ELL LOCATIO N GAR FIEL D COU NTY NE 1/4 NW 1/4 Sectio n 27 Towns hip 6 S Range 93 W Sixt h P.M. DIS TANCES FROM SECT IO N LI NES 600 Ft from North 2150 Ft fro m West Section Line Section Li ne EXST (97 0) 309-3236 UTM COORD INAT ES (Meters,Zone :13 ,NAD83) CHANGE/EXPANSION OF US E OF AN EXIS T ING WELL Easting: North in g: IS S UANCE OF T HI S P ERMIT DOES NOT CONFER A WATER RIGH T CON DITIONS OF APP ROVAL 1) T his we ll shall be used in s uch a way as to ca use no ma teria l inj ury to exist ing water rights . T he issuance of t hi s permit does not ens ure that no injury will occur to another ves ted water right or prec lude anothe r owner of a vested water right from seek ing re lief in a civi l court action. 2) The co nstruction of t his well shall be in compl iance with t he Water Well Cons t ruct ion Rules 2 CCR 402-2 , unless approval of a variance has been granted by t he State Board of Examiners of Wate r Well Cons t ruction and Pu mp Insta llat ion Contractors in accordance with Rule 18. 3) Approved pu rs uant t o CRS 37 -90-137 (2) for the const ructi on of a well, app ropriating ground water tributary to t he Co lorado River, on the condition that the well sha ll be ope rated only when the West Divide Wate r Conse rv ancy District's subst it ute water supply plan, ap proved by the State Engineer, is in effect, and when a water allo t men t contract between the well ow ner and the West Divide Water Conservancy District for the release of repla c ement water from Rue d i Rese rv oi r is in effect , or under an approved plan for augmentat ion. WDWCD contract #070215G D(b) (amended A pril 17 , 20 08). 4) Approved fo r the ins t allation of a pump in , and the use of, an existing wel l, co nstructed on January 26, 1999, to a depth of 194 feet, under monitoring hole noti ce MH-3544 7 and late r permitted for use unde r pe rm it no. 216160 (canceled ). Issuance of t his permit he reby cance ls permit no. 216 160. 5) Approved as a we ll on a t ract of la nd of 39.9 ac res described as lot 2A, Grass Mesa Ra nch division of lan d , Garfield Co unty. 6) The use of ground w ater from t hi s well is lim ited to fire protectio n, o rdinary household purposes inside t hree (3) sing le fami ly dwellings and one (1) accesso ry dwelling un it, t he irrigation of not more than 2 1,000 sq uare feet (0.48 of an acre) of home ga rdens and lawns, and t he watering of nine (9) head domestic an ima ls . All use of this well w ill be curtai led unless t he wate r allot ment contract or a plan fo r augmentation is in effect Th is we ll is known as Hase nbe rg Well no . 1. 7) The pumping rate of th is we ll shall not exceed 15 GPM . 8) The combined average annual amount of gro und wate r to be appropriated by t his we ll (H asenberg W ell no. 1) an d Dan iels We ll no . 1 (pe rmit no. 67565-F) an d Da niels We ll no . 2 (perm it no. 67566-F) sha ll not exceed 8.34 acre -fee t. 9) The owner shall ma rk the well in a conspicuous place w it h well perm it number(s), name of the aquifer , and court case numbe r(s ) as app rop ri ate. T he ow ner shall take necessary means and precau t ions to prese rv e these markings . 10) Th is we ll sha ll be lo c ated not more t han 200 feet from the location spec ified on th is pe rmit an d at least 600 f eet from any ex isting well, co m pleted in t he same aquifer, t ha t is not owned by the app lic ant. 11) Total izi ng flo w meters must be ins t alled on th is well (Hasenberg Well no . 1) a nd Danie ls W ell no. 1 (permit no. 67565-F ) an d Daniels Well no. 2 (permit no. 67 566-F), and ma intained in good working orde r. Perma nent records of al l di vers ions m us t be ma intai ned by the well owner (reco rded at least a nnually ) and su bm itted to t he Di visi o n Enginee r upon req uest. NOTE: Use of gro und water f ro m t hi s we ll (Hase nberg Wel l no. 1), Dan iels Well no . 1 (perm it no . 67565-F ) and Da niels Well no . 2 (perm it no. 67566-F) sha ll b e operated pu rs uant to WDWCD co ntract no. 07 0215GD(B ) (amended Apri l 17, 200 8). /!)... ~ ?...-- NOT E: Can ce le d permit no . 216160 was previ ou sly issued fo r t his wel l. o '5' .~7 <'.~!<?ti .El NO TE: Pa rcel Id en tifi catio n Numbe r (PIN): 23-2177-272-00-464 NOTE: Assesso r Tax Schedule Number: R247346 (totali ng 39.95 ac res ) A PPROVE D DMW Receio t No. 95030388 State E'rigmee r I DATE ISS UED 09-30-20 08 By EX PI RA T ION DAT E 09-3 0-2 00 9 Tuesday, March 11, 2008.max Form No. 'GVYS-25 ~ APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 13031 866-3581 2i6160 WELL PERMIT !\!UMBER -------"----"----- DIV. 5 CNTY. 23 WO 45 DES. BASIN Lot: 2A Block: Firing; Subdiv: GRASS MESA APPRn\/ED \"/ELL LOCATION G_ARF!ELD COUNTY 1095 MD GREG & CHERI HASENBERG P_O, BOX 3144 NE 114 Twp 6 S NW 1 /4 Section 27 Rng 93 W 6th P.M. GLENWOOD SPRINGS, CO 81602 DiSTANCES FROM SECTION LINES (970)945-8363 PERMIT TO CONSTFIUCT A WELL 600 Ft. from 2150 Ft. from NORTH Section Line WEST Section Line I , } ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS CF APPROVAL This vvell shciil Us used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Watflr Wei! Construction and Pump instailatron Contractors in accordance with Rute 18. 31 Approved pursuant to CRS 37-92-602(3)(b)(ll)(A) as the only well on a tract of land of 40 acres described as the NE JI., NW JI., Sac. 27, Twp. 6 S. Rng_ 93 W, 6th P.M., Garfield County. 4} .The use of ground water from this well is limited to fire protection, ordinary household purposes inside up to 3 $ing!e fami!y dwe!!!ngs. the irrig~tion of not more than one acre of home gal'dens and lawns, and the watering of dome!;:ti~ an!ma!s. 5} The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. 7) This ~ .. .'el! shall be constiucted not more than 200 feer from the iocation specified on this permit. 8} Monitoring hole notice MH-35477, was acknowledged for construction of a monitoring and observation hole for this applicant, in this Y.., Y4, on 1 /19/99. I I IL,-;:-_~0-v-ED---_.-;z:r="-'-Ll:_·/-_\-_-_~,..-JZ_~-_~,.~= ....... ~---_--====~----~-J_r_lct1_' 0 -/11-. -p-2-,fi-_~-----111 I Rece;pt No L}L} 3(5''''''"" DATE ISSUED MAR 16 1999 ~XPIRATION DATE MAR 16 2001 Tuesday, March 11, 2008.max I WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 2. owner Name(s) Greg Hasenberg Mailing Address P.O. Box 3144 t IJ::::.l::::JLA > '.:il"l-'IQ ... ~n ';!"Fl U I I I 4'-lV IUV City, St. Zip: Glenwood Springs, Co. 81602 Phone (970)945-8363 FOR OFFICE USE ONLY APR 1 2 1999 sr.. . . \. ~ ~s i.;{,Ld """"' APPROVAL# GWS31-9Hl3 p.I WELL LOCATION AS DRILLED. NE 114 NW 114 Sec. 27 Twp. 06S Range 93W DISTANCES FROM SEC. LINES: 600 ft. from North Sec. line. and 2150 ft. from West Sec. line. OR SUBDIVISION : Grass Mesa LOT 2A BLOCK FILING(UNIT) STREET ADDRESS AT \r_.,Yl:LL LOCATiON; I I 4 GROUND SURFACE ELEVAiiON ft. DRiLLiNG ME 1 tiOD Air Kotary DATE COMPLETED 01126199 TOTAL DEPTH 194 ft. DEPTH COMPLETED 194 ft. 5. GEOLOGIC LOG I 6. HOLE DIAM. linl I FROM lftl I TO lftl Depth Type of Material (Size, Color, and Type) I 9.0 I 0 I 25 ! I 000.185 Volcanic Rocks Clavs 1CM .• -·'-i -~ i ·-. I . . , 185-194 Wasatch Formation I I 7. PLAIN CASING OD Qn) Kind Well Size From (ft) To (ft) 7.0 Steel D.24 -1 25 5.5 PVC D.25 16 120 5.5 PVC 0.25 160 194 PERF. CASING: Screen Slot Size : 5.5 PVC .250 120 <an >UU S. Filter Pack 9. Packer Placement Material: Type : WATER LOCATED 120 -160 Size: Depth : I Interval: REMARKS . 10. GROUTING RECORD Material Amount Density lnteNal Plsoi.ment cement 3 sks 16 gal 5-25 poured 11. DISINFECTION : Type: HTH Amt. Used: 2 oz. 12. WELL TEST DATA : [] Check Box If Test Data is Submitted On Supplemental Form. TESTING METHOD : Air Compressor Static Level : 109 fl. DatelTime Measured : 01126/1999 Production Rate 8 gpm. Pumping Leve! Total ft. Dete/Time ~~1easured : 0112611999 Test Length · 2 his. Remarks : 13 I hav. rue! tlw ~made horllin 1rld k;ngw lhe eont.l'lt$ ~.Ard that !hJy lll'fl tnJ&to In)' lcoowled:ga. ~1.181'11: to · ~ry in Iha serorid dDgreo 1nd Is punbhat:t& 119 •dist 1 ~mnnor.) (13)(11) CRS. the llllltino ()f taiM 9hit.meribcons!i!utls CONTRACTOR : Shelton Drillina Corp. M.::ailinn Arlrlrt:ICC . p n Qnv 1ni:;;.6" 0 ... .,. .. 1. '"'" c .. a'"> ... Name I Title (Plaase Type or Pr!nt) Wa ne Shelton I President ' P.~o~!'. : <~~9L 921 -41 a2 Daie 03/12/99 OR\G\ I APPENDIX B Je h n W a t e r C o n s u l t a n t s , I n c . March 11, 2008 Job No. 720.1 Da n i e l s W e l l # 1 : 1 7 - h r T e s t Dr a w d o w n a n d R e c o v e r y 0 10 20 30 40 50 60 70 80 0 1 2 2 4 3 6 4 8 El a p s e d t i m e ( h r . ) D r a w d o w n ( f t . ) Me a n P u m p i n g R a t e = 4 . 4 4 g p m St a r t R e c o v e r y J eh n W a t e r C o n s u l t a n t s , I n c . March 11, 2008 Job No. 720.1 Da n i e l s W e l l # 2 : 2 - h r T e s t Dr a w d o w n a n d R e c o v e r y 0 5 10 15 20 25 01 2 3 4 5 El a p s e d t i m e ( h r . ) D r a w d o w n ( f t . ) St a r t R e c o v e r y Me a n P u m p i n g R a t e = 4 . 2 0 g p m Je h n W a t e r C o n s u l t a n t s , I n c . March 11, 2008 Job No. 720.1 Da n i e l s W e l l # 2 : 1 - h r T e s t Dr a w d o w n a n d R e c o v e r y 0 10 20 30 40 50 60 70 80 90 0 4 8 1 2 1 6 2 0 El a p s e d t i m e ( h r . ) D r a w d o w n ( f t . ) St a r t R e c o v e r y Me a n P u m p i n g R a t e = 9 . 0 g p m Je h n W a t e r C o n s u l t a n t s , I n c . March 11, 2008 Job No. 720.1 Ha s e n b e r g W e l l # 1 : 4 - h r T e s t Dr a w d o w n a n d R e c o v e r y 0 10 20 30 40 50 60 0 4 8 1 2 1 6 2 0 El a p s e d t i m e ( h r . ) D r a w d o w n ( f t . ) St a r t R e c o v e r y Me a n P u m p i n g R a t e = 3 . 0 4 g p m APPENDIX C Aprll 18, 2008 Quicksilver Court meowners' Association c/o Gregory 1. . nberg 1155 Quicks· er Way Rifle, CO 1650 / neap-Oreg: Enclosed is your approved assignment of ownership and amended application for contract #070215GD(b). Please read the contract carefully if you have not already done so, but please especially note paragraph 2 concerning availability of water. West Divide obtains its augmentation water from a number of sources and operates its water supply program pursuant to a Temporary Substitute Supply Plan (TSSP) approved annually by the State Engineer's Office. TSSPs are common for water conservancy districts and West Divide bas operated pursuant to a TSSP for several years with no significant reliability issues. Federal policy relating to endangered species, environmental concerns, and forces of nature are always such that no source of water can be guaranteed during any season or from year to year. Further, the State Engineer's Office periodically reviews the geographic area served by West Divide and has recently made adeeision to teduce WestDivide's Area A Service Area. While your structure is currently located within the West Divide Area A Service Area, the Division Engineer's Office could make another adjustment to the Service Area in 1he future and your structure ~d fall outside the Service Area and be subject to curtailment by tbe State Engineer's Office. West Divide continues to make good-faith efforts to obtain alternative long-term supplies in an effort to make reliable and predictable the water supply anticipated by your contract with us. West Divide also continues to make good-faith efforts to maintain its existing TSSP and keep its Area A Service Area iniact. FQl'mosty~ we expect to be~ in these e1fons. This water allotment contract may require you to obtain a well permit from the State Engineer's office. Once your well is drilled you are required to install a measuring device and submit a meter reading to West Divide, upon request. Non-compliance with measuringand reporting requirements are grounds for canceUation of your water allotment contract with West Divide; This could result in action by the State Engineer whicb·could prevent your further use of your well. Sincerely yours, Q_~ 'f'f\CA-dciG~ 0~Maddock Enclosure cc Division No. 5 Water Resources w/enclosure Kerry D. Sundeen, Hydrologist w/enclosure ~hristina Sloan, w/enclosure President Dan Hi::<,Fr~!lilnn. Director Clerk and Recorde:r Recording Information WEST DIVIDE WATER CONSERVANCY DISTRICT APPLICATION FOR ASSIGNMENT OF OWNERSHIP Print Form Contract# 070215GD(b) Map ID #_5_56 __ Date Activated 2/15/07 Water Allotrmmt Contract#: 070215GD(b) Date: April 7, 2008 -----'------------- Name of Contract Holder: George H. Daniels, Ill _ __:::..._ ___ __:. __________________________ _ Name and Address of Assignee: _O_u_i_ck_s_il_ve_r_C_._ou_rt_H_o_m_e_o=w~n_e_r~s'~A_s~s~o~c=ia~ti_o_n ________________ _ 1155 Quicksilver Way, Rifle, CO 81650 Telephone Number: 970~ __ 3_0_9-_3_2_36 _____ _ Amount of Water Assigned in Acre Feet: __ 2 __ Legal description ofparce:I where well is located: SE1/4SW1/4 S22, T6S, R93W 6th P.M. (Lot 2 Grass Mesa Ranch) Recording Information of Memorandum of Water Allotment Contract: County Garfield Book 1900 Reception No. _7_18_6_0_2 ___ _ Page 0513 The undersigned Contract Holder and Assignee do hereby give notice to and make application to West Divide Water Conservancy District for the assignment of the above described Water Allotment Contract. By signing this instrument, Assignee does hereby agree to assume and be bound by the terms and conditions of said Water Allotment Contract and all addenda and e:xhibits therE:to. It is understood that Contract Holder is released from performance under said contract to the extent that such performance has been hereby assumed by Assignee. (Contract Holder) (Assignee) APPLICATION TO AiifENQ. WATER LEASE# 070215GD(b) ----~--'--~---~ Contract #070215GD(b} Map # 556a, b, c Date Activated 2/15/07 Date Amended 4/17/08 WEST DIVIDE WATER CONSERVANCY DISTRICT 109 West Fourth Street, P. 0. Box 1478, Rifle, Colorado 81650 1. APPLICANT INFORMATION Name: Quicksilver Court Homeowners' Association Mailing address: 1155 Quicksilver Way . Rifle, CO 81650 Telephone: 970-309-3236 Authoriz.ed agent: Gregory t'. Hasenberg :r~ 2. COURT CASE #s: Decree Case No. -----------Augmentation Plan Case No.-------------- 3. USEOFWATER RESIDENTIAL Numberofmainresidences: 7 No.ADU's 5 Subdivision: No. constructed units: No. vacan_ti_o-ts- Horne garden/lawn irrigation of 49,0'CiO total sq. ft. Method of irrigation: flood sprinkler x other Non-commercial animal watering of 1 ;i · :--_:. anim~ Fire Protection x Evaporation: Maximum water surface to be exposed: 10,000 SF Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: Used for fire protection and irrigation. Filled from Daniels Wells 1 & 2, only. Well Sltaring Agreement for multiple owner wells n111st be submitted. If greater titan two owners, applicntio11 must be matle under a ltomeowners llS$OCitifio11. COMMERCIAL Number of units: _____ Total sq. ft. of commercial units: ___ _ Descriptionofuse: ------------------- INDUSTRIAL Description of use: ------------------- Evaporation: Maximum water surface to be exposed: ______ _ Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn fromthepond: ____________________ _ MUNICIPAL Description of use: __________________ _ DIRECT PUMPING Tributary: ---------------------Location: _____________________ _ 4. SOURCE OF WATER Structure: WeHs Structure Name: See attached Source: surface__ storage__ ground water x Current Permit# See attached (attach copy) 5. WCATION OF STRUCTURE See attached descriptions . County Quarter/quarter Section Township Distance of well from section lines: Elevation: 6200 Well locati.-o-n-ad-dr_ess_: _____ _ Quarter Range P.M. Grass Mesa Ranch Lo=•t "2-=a-=n-.,,d"1"'1"'5""5"Q"u~ick-.-s~ilv'e-r~W~a-y-, R~ifl'e ___ _ (Attach additional pages for multiple structures) 6. LAND ON WHICH WATER WILL BE USED (Legal description may be provided as an attachment.) SE1/4SW1/4 S22, T6S, R93W 6th P.M. (Lot 2 Grass Mesa Ranch) NE1/4NW1/4 S27, T6S, R93W, 6th P.M. Number of acres in tract:. __ 7_9 _____ _ l11clusio1t into the District, at Applicant's expense, may be required. 7. TYPE OF SEW AGE SYSTEM Septic tank/absorption leach field~ Central System __ Other_ District name: --------------------- 8. VOLUME OF LEASED WATER NEEDED lN ACRE FEET: 9' (minimum of 1 acre foot except augmentation from Alsbury Reservoir where a lesser amount is allowed) Pr01 1ide e11gi11eeri11g data to support w1lume of water requested. Commercial, ;mmicipal, and illdttstrial users must provide diversion and consumptive data on a montl1{v basis. A totalh:ing flow meter witll remote reatlout i.'i required to be installed and usage reporte<I to JVest Divide. Applicant e.xpress{v acknowledges it !ws had tile opportunity to review tile District's form Water Allotment Contract mu/ agrees this applicatio11 :;,;;;i:. ~u.n#aNtand '7j;:'2.r,!ns and co11tfitio11s contained • ,~z;/ Applicant Signature Application Date:. __ <-<..y_-__:9_-_tJ_8;:::..' _· _ DATE APPROVED: __ ,c_j_·. _-_1_7_-_v_· _., __ Printed portions of this form, except differentiated additions or deletions, have been approved and adopted by the West DiyjpeWatei.Conservancy DiSJ;rict. Fonn: WDWCDOl-Ol-08AMENDAPPLICATION . ----• _ :.. ' QUICKSILVER COURT HOMEOWNERS' ASSOCIATION WATER STRUCTURES Daniels Well #1 Permit #276142 SE1/4SW1/4, S22, T6S, R93W 6th P.M. 214 Ft. from South Section Line 1995 Ft from West Section Line Daniels Well #2 Permit #66062-F SE1/4SW1/4, 522, T6S, R93W 6th P.M. 125 Ft. from South Section Line 3190 Ft. from East Section Line Hasenberg Well #1 Permit #216160 1\11=1 //11\1\A/1 //I C'J7 ThC:: QQ':l\A/ 6th D 1\11 l'llL...J../-rl'IVV.L/-r/ .JL..11 IV.JI 1'.J.JYV/ I olYlo 600 Ft. from North Section Line 2150 Ft. from West Section Line Form No_ GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg_, 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 1095 WELL PERMIT NUMBER ___ 27_6_1_4_2 _____ _ APPLICANT DIV. 5 WD45 DES. BASIN MD GEORGE H DANIELS Ill 176 GH DANIELS BLVD GYPSUM, CO 81637- (970) 471-0920 Lot: 2 Block: Filing: Subdiv: GRASS MESA RANCH APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SW 1/4 Section 22 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 214 Ft. from South 1995 Ft. from West Section Line Section Line UTM COORDINATES (Meters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting Northing: f I 1) 2) 3) 4) I 5) 6) 7) I I 8) I 9) I 10) I I i 1) 1 12) I ISSUANCE OF THIS PERM!T DOES ~JOT COi'JFER A \fvATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. Approved pursuant to CRS 37-92-602(3)(b)(I) for uses as described in CRS 37-92-602(1 )(f). Use of this well is limited to monitoring water levels and/or water quality sampling. This well is known as Daniels MonitoringiObservaiion Well no. 1. Approved as a well on a tract of land of 39.87 acres described as lot 2, Grass Mesa Ranch division of land, Garfield County. This well must be equipped with a locking cap or seal to prevent well contamination or possible hazards as an open well. The well must be kept capped and locked at all times except during sampling or measuring. Records of water level measurements and water quality analyses shall be maintained by the well owner and submitted to the Division of Water Resources upon request. Upon conclusion of the monitoring program the well owner shall plug this well in accordance with Rule 16 of the Water Well Construction Rules. A Well Abandonment Report must be completed and submitted to the Division of Water Resources within 60 days of plugging. The owner shall mark the well in a conspicuous place with the well permit number and name of aquifer as appropriate, and shall take necessary means and precautions to preserve these markings. This well must be constructed by or under the supervision of a licensed well driller or other authorized individual according to the Water Well Construction Rules. If non-standard construction is anticipated, a variance request must be submitted in accordance with Rule 18 and approved prior to well construction. A Well Construction and Test Report (Form GWS-31), including lithologic log must be submitted by the individual authorized to construct the well. For non-standard construction, the report must include an as-built drawing showing details such as depth, casing, perforated zones, and a description of the grouting type and interval. This well shall be constructed not more than 200 feet from the location specified on this permit. Issuance of this permit does not guarantee that this well can be converted to a production well under a future permit. The ability of this well to be converted to a production well is limited ~y all govern~ng statutes, rules, regulations, orders, and/or decrees. _.,;--?.... ?-.....--- NOTE: Permit no. 66062-F was previously issued for this lot. ·--~ NOTE: Parcel Identification Number (PIN}: 23-2177-223-00-463 / 2 ~ ~/'2.?7.? 7 NOTE: Assessor Tax Schedule Number: R247345 APPROVED DMW I } '"~<#i~P1t.J (..Y---7/..f' )-., . L---~~i.-l Receiot No. 9502958 DATE ISSUED 12-04-2007 By EXPIRATION DATE 12-04-2009 OFFICE OF THE STATE ENGINEER Form No. GWS-25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 APPLICANT GH DANIELS Ill 176 GH DANI ELS BLVD GYPSUM, CO 81637- WELL PERMIT NUMBER ___ 66_0_6_2 ___ -_F __ DIV. 5 WD45 DES. BASIN MD Lot: 2 Block: Filing: Subdiv: GRASS MESA RANCH APPROVED WELL LOCATION GARFIELD COUNTY SE 1 /4 SW 1 /4 Section 22 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 125 Ft. from South 3190 Ft. from East Section Line Section Line EXST (970) 4 71-0920 UTM COOR DI NA TES (Meters.Zone: 13, NAD83) PERMIT TO USE AN EXISTING WELL Easting: Northing: ·~~~~~ ·~~~~--~~~~~~ ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract #070215GD(a). 4) Approved as a well on a tract of land of 39.87 acres described as the SE 1/4 of the SW 1/4, Sec. 22, Twp. 6 South, Rng. 93 West, 6th P.M., further identified as lot 2, Grass Mesa Ranch division of land, Garfield County. 5) Approved for the installation of a pump in, and the use of, an existing well, constructed on March 10, 1999, to a depth of 223 feet, under monitoring hole notice MH-357 41. 6) The use of ground water from this well is limited to fire protection (storage and filling of a pond with a surface area of 10,000 square feet and an annual evaporation amount of 0.72 acre-foot), ordinary household purposes inside four (4) single family dwellings, the irrigation of not more than 20,000 square feet (0.46 of an acre) of home gardens and lawns, and the watering of eight (8) domestic animals. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Daniels Well no. 2. 7) The pumping rate of this well shall not exceed 15 GPM. 8) The average annual amount of ground water to be appropriated shall not exceed 3.242 acre-foot (1 ,056,406 gallons). 9) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) This well shall be located not more than 200 feet from the location specified on this permit. NOTE: Parcel Identification Number (PIN): 23-2177-223-00-463 NOTE: Assessor Tax Schedule Number: R247345 APPROVED DMW State Errg1r1~ ,f Recei t No. 9502822 DATE ISSUED 07-27-2007 c;9---Lt//-/"J. 7--/?~>:l«-vl'~ By EXPIRATION DATE 07-27-2008 I GWS-25 APPLICANT COLORADO DIVISION OF WATER RESOURCES " , 818 Centennial Btdg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 :1·< \.._-·; --=--) WELL PERMIT NUMBER 216160 DIV. 5 CNTY. 23 WD 45 DES. BASIN Lot: 2A Block: Filing: Subdiv: GRASS MESA APPROVED WELL LOCATION GARFlELO COUNTY 1095 MD GREG & CHERI HASENBERG P.O. BOX 3144 NE 1/4 NW 1 /4 Section 27 Twp 6 S Rng 93W 6th P.M. GLENWOOD SPRINGS, CO 81602 DISTANCES FROM SECTION LINES 600 Ft. from NORTH Section Line (970)945-8363 2150 Ft. from WEST Section Line PERMIT TO CONSTRUCT A WELL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3}(b)(ll)(A} as the only well on a tract of land of 40 acres described as the NE %, NW %, Sec. 27, Twp. 6 S, Rng. 93 W, 6th P.M., Garfield County. 4) The use of ground water from this well is limited to fire protection, ordina?f'h~u.sehold purposes inside up to 3 single family dwellings, the irrigation of not more than one acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal s'fStem: of the non-evaporative type where the water is returned to the same stream system in which the we ff is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. 8) Monitoring hole notice MH-35477, was acknowledged for construction of a monlturing and observation hoie for this appiicant, in this Y4, Y4, on 1 /19/99. APPROVED SAP RF!r.F!int No State Engineer nA TF 1,:;,:;11Fn MAR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL WATER USE ESTIMATES COLORADO RIVER SERVICE AREA WEST DIVIDE WATER CONSERVANCY DISTRICT APPLICANT:llJlllJllJlllllJll••········· Contract Amount w/ 5% transit Loss = 3.9.9 acre feet ', Unit Value: Irrigation Diversion (ft) 0.049 0.364 0.526 0.568 0.445 0.316 0.081 2.349 (1) (2) (3) (4) (5) (6) (7) DWELLING UNITS: IRRIGATED AREA (SQ FT): COMMERCIAL AREA (SQ FT): NO. OF LIVESTOCK: ELEVATION (MSL): EVAPORATION AREA (Acre): ', ', ', ', Unit Value: Irrigation In House In House Commercial C.U. Diversion C.U. Diversion (ft) (AF) (AF) (AF) 0.40 0.06 0.00 0.36 0.05 0.00 0.40 0.06 0.00 0.039 0.39 0.06 0.00 0.291 0.40 0.06 0.00 0.421 0.39 0.06 0.00 0.454 0.40 0.06 0.00 0.356 0.40 0.06 0.00 0.253 0.39 0.06 0.00 0.065 0.40 0.06 0.00 0.40 0.06 0.00 0.40 0.06 0.00 1.879 4.72 0.71 0.00 80% irrigation efficiency for sprinkler systems Blaney Criddle assessment with Pochop adjustments 350 gallons per day per residence 15% consumptive use for ISDS systems 200 gallons per day per 1000 sq ft of commercial space 15% consumptive use for ISDS systems Column (1) •irrigated area in acres ', Commercial C.U. (AF) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Irrigation Diversion (AF) 0.00 0.00 0.00 0.05 0.41 0.59 0.64 0.50 0.36 0.09 0.00 0.00 2.64 (8) (9) (10) (11) (12) (13) Transit Loss:= '' Livestock Irrigation Diversion & Pond c.u. C.U. Evaporation (AF) (AF) (AF) 0.00 0.02 0.00 0.00 0.02 0.00 0.00 0.02 0.05 0.04 0.02 0.08 0.33 0.02 0.11 0.47 0.02 0.13 0.51 0.02 0.13 0.40 0.02 0.12 0.28 0.02 0.09 0.07 0.02 0.06 0.00 0.02 0.01 0.00 0.02 0.00 2.11 0.21 0.77 Column (2) • irrigated area in acres Livestock use at 11 gallons per head per day Evaporation Calculations 5.0% \ ----, ' ~' Total Total Total Contract Diversion c.u. Amount (AF) (AF) (AF) 0.438 0.078 0.082 0.396 0.070 0.074 0.486 0.123 0.129 0.565 0.198 0.208 0.979 0.511 0.536 1.180 0.676 0.710 1.247 0.720 0.756 1.089 0.597 0.627 0.890 0.448 0.470 0.599 0.212 0.223 0.448 0.087 0.091 0.438 0.078 0.082 8.754 3.799 3.989 Column (3) +Column (5) +Column (7) +Column (9) +Column (10) plus 5% transit loss Column (4) +Column (6) +Column (8) +Column (9) +Column (10) Column (12) plus transit loss Quicksilver water use estimates 041508.xls 4/16/2008 DRAFT TABLE 1 ESTIMATED WATER DEMANDS Quicksilver Court Subdivision People Use per Total Demand ~rs __p~unit _ . __ unit (gp(j) No. Units (af/yr) In-house Uses (fl 100 3.5 350 12 4.71 Total Demand ft/yr _ _ Sqft/Lot No. Lots (af/yr) Irrigation (2 l 2.35 7,000 7 2.64 Total Demand gpd/horse No. of Horses (af/yr) Horse Watering (3 l 11 17 0.21 Surface Area Total Demand ft/yr (acres) _(af/yr) Pond Evaporation (4l 2.87 0.23 0.66 Total Demand (af/yr) 8.22 Met by three existing wells Total Demand per Well (af/yr) 2.74 Average Rate per Well (gpm) 1.70 Notes: (1) In-house uses include 7 dwelling units and 5 accessory dwelling units 100 gpd per person use value per Subdivision Regulations of Garfield County, CO of 1984 (2) Irrigation application rate from WDWCD worksheet (3) Assumed 2 horses per lot (7 lots) and 11 gpd per horse per WDWCD worksheet (4) Pond surface area planned to be 10,000 sqft and for calculation purposes was assumed to always be full. Jehn Water Consultants, Inc. March 27, 2008 Job No. 720. 1 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL WATER USE ESTIMATES COLORADO RIVER SERVICE AREA WEST DIVIDE WATER CONSERVANCY DISTRICT APPLICANT:I Qulcksllver Court HOA Contract Amount w/ 5% transit Loss = 3.99 acre feet (1) Unit Value: Irrigation Diversion (fl) 0.049 0.364 0.526 0.568 0.445 0.316 0.081 2.349 DWELLING UNITS: 12 IRRIGATED AREA (SQ FT): 49000 COMMERCIAL AREA (SQ FT): 0 NO. OF LIVESTOCK: 17 ELEVATION (MSL): 6200 EVAPORATION AREA (Acre):'"'"0"""'.2"'""3 __ _. (2) (3) (4) (5) Unit Value: Irrigation In House In House Commercial c.u. Diversion c.u. Divers ion (ft) (AF) (AF) (AF) 0.40 0.06 0.00 0.36 0.05 0.00 0.40 0.06 0.00 0.039 0.39 0.06 0.00 0.291 0.40 0.06 o.oo 0.421 0.39 0.06 0.00 0.454 0.40 0.06 0.00 0.356 0.40 0.06 0.00 0.253 0.39 0.06 0.00 0.065 0.40 0.06 0.00 0.40 0.06 0.00 U.Q Q..Q§ 0.00 1.879 4.72 0.71 0.00 60% irrigation eff!Clency for sprinkler systems Blaney Criddle assessment with Pochop adjustments 350 gallons per day per residence Transit Loss= 5.0% (6) (7) (8) (9) (10) (11) Livestock Commercial Irrigation Irrigation Diversion & Pond Total c.u . Diversion c.u. c.u. Evaporation Diversion (AF) (AF) (AF) (AF) (AF) (AF) 0.00 0.00 0.00 0.02 0.00 0.438 0.00 0.00 0.00 0.02 0.00 0.396 0.00 0.00 0.00 0.02 0.05 0.486 0.00 0.05 0.04 0.02 0.08 0.565 o.oo 0.41 0.33 0.02 0.11 0.979 0.00 0.59 0.47 0.02 0.13 1.180 0.00 0.64 0.51 0.02 0.13 1.247 0.00 0.50 0.40 0.02 0.12 1.089 0.00 0.36 0.28 0.02 0.09 0.890 0.00 0.09 0.07 0.02 0.06 0.599 0.00 0.00 0.00 0.02 0.01 0.448 Q,.QQ .Q.gQ Q.QQ 0,02 0.00 W.§ 0.00 2.64 2.11 0.21 0.77 8.754 (8) Column (2) • Irrigated area In acres (9) Livestock use at 11 gallons per head per day (10) Evaporation Calculations (12) (13) Total Total Contract c.u. Amount (AF) (AF) O.o78 0.082 0.070 0.074 0.123 0.129 0.198 0.208 0.511 0.536 0.676 0.710 0.720 0.756 0.597 0.627 0.448 0.470 0.212 0.223 0.087 0.091 Q.QZ§ Q.m 3.799 3.989 (1) (2) (3) (4) (5) (6) (7) 15% consumptive use for ISDS systems (11) Column (3) +Column (5) +Column (7) +Column (9) + Column (10) plus 5% transit loss 200 gallons per day per 1000 sq ft of commercial space 15% consumptive use for ISDS systems Column (1) *Irrigated area In acres (12) Column (4) +Column (6) +Column (8) +Column (9) +Column (10) (13) Column (12) plus transllloss Quicksilver water use estimates 041508.xls 4/16/2008 T CTLlTHOMPSON 1 NCOl:f'OIA1tD GEOLOGIC EVALUATION ANO PRELIMINARY GEO'JECHNICAL INVESTIGATION DANIELS/HASENBERG SUBDMSION GRASSllESA GARFIELD COUNTY, COLORADO PrapaNd For: G. H. DANIELS AND ASSOCIATES, INC. 140 G. H. Danleta Bout.Ard Gypsum , co 81637 Attention: Mr. Jody Daniela Project No. GS0613S..11 S Jam.my 11. 2008 284 Center Ortve I Glenwood Springe, Colorado 8160 1 Tetephon9': 970+45-2809 Fu: 9'70-945~7411 TABLE OF CONTENTS SCOPE t SUMMARY OF CONCLUSIONS 1 SITE DESCRIPTION 2 GEOLOGIC CONDITIONS 2 GEOLOGIC HAZARDS 3 PROPOSED DEVELOPMENT 3 SUBSURFACE CONDITIONS 4 SITE EARTHWORK I Excavations 6 ~· s Pond Construction 6 BUILDING FOUNDATIONS 6 SLAB-ON-GRADE CONSTRUCTION 1 BB.OW-GRADE CONSTRUCTION 7 SUBSURFACE DRAINAGE I SURFACE DRAINAGE 8 FINAL DESIGN CONSULTATION AND CONSTRUCTION OBSERVATIONS 9 GEOTECHNICAL RISK 9 UMrrATIONS 10 FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS F1GURE 2 -GEOLOGIC HAZARDS MAP FIGURE 3-APPROXIMATE DEPTH TO SAND AND GRAVEL F10URES 4 AND I-SUMMARY LOGS OF EXPLORATORY BORINGS APPENDIX A -LABORATORY 'JEST RESULTS CL H. DMmLa ANO ~OCJo\~ INC. ~~ C11. f T fllROaCT MO. GSOIUl-t'll .wu1.•1"',."°" t •• .,.,,.in.AM '----------~-~--- - SCOPE Thia report pruents the rnulta of our geologic evaluation and prellmlnllfY geotechnlcal Investigation for the proposed D•nl•ls/H• .. nberg Subdlvt.lon aouth of Rlfte on Grus lllen In Garft.ed Coun~. Cokndo. Our geologic evalu•tton wu performed to Identify geologic condition• •t the albt and Judge their possible tnftoence on th• proposed dewlopmentmd dlacuss pntlmlnarymlttgatlon concepa Our geotachnlcal Investigation lnvotv.d uplorwtory drtlllng operatlo"9, laboratory tutlng on soil• obtained from uploratDry bortnp and engineering •naJysla to provk:la an overvt.w of g90tachnlcal conalderatlona aasoclntd with development and construction at the sb. 1be critarta prnentld In this repoft ar. lnt91 lded for planning purpona only and not for d .. lgn of apectflc atructurea. Slt9-epeclflc gaotachnlcal Investigations wtn be ntqllfred to provtde dealgn-lnel geotechnlclil englnaerfng recommendetlona for each bu1ldlng aftar development and conatructlon plans are further dwveloped. A aummary of our conc1ualona la pntalMttad below. SUllMARY OF CONCLUSIONS 1. We did not observe geologic conditions or geologic haarda that would precJude denlopment of thla •It• for the Intended uaaa-. 2. Subaurface condlUona .. ,. generally nD to 5 feet of aandy clay l.mdertaln by al~ to dliyay and or gravel with acdllred cobblM and boulders. SanclatDn• bedrock was encountared ln boring Tlf..1 at• depth of 21 fMt. Free ground wa11tr wn not encountered In our exploratory bortnga on the day of drUUng. 3 . Our laboratory tMtlng and expert.nee Indicate the natural c'-J aon. 8t um •119 generally poa8 ..... a low compreulon potential to • low awell po1antial wh4tn waUlld under founct.tlon loada. Natural aanda ponea a low compranlon potltntlal when watllld and loaded. The natural soh ara aultable for reuse n tm for aHa grading. Subsolla at the alte at anticlpatad foundation grad.. consist pndomlnantly of clayey to allty aand with scatlltred cobbln end bouldMa. We anticipate that moat buldlnp at the att. can be construd8d on footing foundatlona. O.tgn~ soil and fo&81dlltton lnvatlgationa should be perfonned to develop design and conatructton crttarla for each residence proposed at the ab. a. H. DANE.I NC> AllOC&AT!l, INC. ~ .. Ml-\Eel!!ltO 1tJ10MSD1 CT\.I T~NO. GIOl1M-1'9 ~t1m.bpt •'G9M1MUt lU • ._ 1 5. Our preflmlnary Information lndluM that slab-on..grac:&. conatructton can ta. •upported by th• undl9tu:rbed. natural solla with low potanttal rtsk of dltreren1lal movem.nt. R~ndatlona for .tab-on-gram. cons1ruetlon band on •fte..epectflc aubsurfece conditions ahould b4t developed during dealQn~wel solla and foundation lnVMtlgatlons tor eachrul~ 6. Extarior foundation drain• should b4a lna1alled around below-aract. arua In the realdancea. The recomnaended drain apt.ma wtn depend on the type of conatructlon Htdlly planned for Nch buildlng. 1. Control of aurfaca and •ubaurfaca dratn-ae la cimc.t to the performance of res~ atab-on-gy.t• construction 1nd rOlld surfaces. Surf'lce drainage ahou1d be dealgnMI to p10vlde repld removal of aurface nmoff away ft'om r.ldence. and off of road aurf.cea.. SITE DESCRIPTION The Danw..IH-.nb4trg Subcltvtalon la locnMI south of RJll• on Gran Meaa In Gartleld County, Colorado. Qulcbftver Way bordera the alte on the east. The propoaed development conalats of two parcela of land that total approxlmataly 80 ecrea. An u.latlng alngt.famUy raldenc:9 la currently located on proposed Lot S. The properties cunent and historic ueage la aa pnblft land and rasldentllll usqe. The m.iortty of the ab la 1 gentty &toping field wfth ground surface atopu toward th• nolth-northwnt. Gn>Und surface alopes are~ 5 percent or lea.. Tb• wut and north par9 of the altia (Lota 4 and 5) conslat of steeper •topn down to the north and wnt at grades of about SO to SO percent. Elevations at the altlt ranv- from about M30 feet to 6140Mt.Approxlrnalltly1 footof anow covered Ute alta.t the Im• of our field lnveatlgatlon. GEOLOGIC CONDmONS Baaed on U.S. Geologic Survey mapping of the RJfte Quadrangle (Shroba •nd Scott. datad 1997) and our ftekl obaervattona In the 1rea, bedrock below the ala conatats of h Tertlary..qed Wasatch formation. Th• Wasatch Formation ta• thick a. M.. IWll!LI AND AAOaATU. INC. 2 IWE.UUWM&t.llDMSIOM C:11. IT PROJECT NO. os.1-.t11 ~....,Ula. .... iRlllJal ..,.~ aa about s.ooo feet and comprises lm.rbedded conglomll•tkaandatone. .......... alttatone, mudaton• and claya1:0ne. Surflclal son. overfying the Wnatch Fonmtlon conaista of debrta flow and wind blown (loeN) depoal1a from Plelatoe.n• and Eoun• aru. The bedrock wtll not be encounlaNd fn .xcavatlona nsoc11tad with curTent dwalopment plans. GEOLOGIC HAZARDS We observed no geologic condition• or hazards thllt would preclude development of the •b •• dnlgned fn the abmh plana provided to ua by High Country Englneedng, Inc. As part of our geologic evaluation, we revtew.d geologic haurda m.pplng by th• Colorado Geologic Survey (Soule and Stover, dated 1985). The mapping ldttntlfted potanttally unstable alopea and pot.ntlailly collllpalbte aollll llt the aftlt. Expanatve aolle we,. not ahown on the mapping but do occur at this atte. 1be potential geologic hm.rds baaed on the mapping, our subsurface lnfonnation~ and our sltlt reconmilasance ana dallnNbtd on Figure 2. Potantfally unstable sfopM are assoclatH with the ataep alopu atll'TOm1dlng the •Hit llt th• nortt. and weet. The alopM drop down from the planned buDdlng area. Excava6ons adjacent to the bnn of Che atMp alopea may require nltentlon ayaiama. Bu11dlng set.backs from the er.ta of the alopM wlll need to be d.rtned. We r.commend a •t back of at least 26 het from the a1Hp alopea. n. ... criteria wm need to be dewloped for bulldlnga during altlMlpecttlc geo1Khnlca1 lnvMtigationa. PROPOSED DEVELOPMENT We reviewed a abteh plan dweloped by High CountJy Englneertng, Inc. of1tre Danlela/Huenbefg SubdMslon. The property wtll be dtvlcMd into 7 realdentllll tots. TM stta wHI be aceased from • new gnmtl road that wfll tnvanae the affa from QulckaJIV8r Way. An approxlmmty 12 feet d"P pond wHI be conatruc;t.d betwMn Lota 6 and 6. We expect mlnlmal site gnidlng wfll be requf'9d to construct th• realdencn at thla 9fta. Deslgn"'8vel aoOa and founc:t.tlon lnvntlption• wll be requJNd for Heh residence after plans are developed. SUBSURFACE CONDITIONS Subaurface condltiona acron tM aite were lnV98tlgat8d by drtlllng s.ven (7) uplcntDry bortft9S at the appro.ldlnate locations shown on Figure 1. Three aub· grad& borings were drilled tD obtU\ llbty road aubgrade aolJa. Elq>loratory boring location• wer9 chosen by our mfr engineer tD chancartn subsurface conditions acroaa the alte. Our borings w.re drt1led ualng 4-lnch dlwneW, ~llcktam auger and a hck-mountad drlll risJ. Exploratory dritlng operationa were dlntetad by our atatf engineer who logged the aoHa encoun1ared In borings and obtalMd aamplee for laboratory tasting. Grephlc lop of the aoUa encoun1Bnd In our bortnga are preeentecl on ftgurM 4 and 5.. SUbaurface conditions encountared In our exploratory bortnga w.r. generally nit to S feet of sandy clay undtKlaln by day.y to allty und or graval with acatlal'9d cobbln and bould~ S.ndatone bedrock wu encountered In our exptoratDry bortng TH·1 at an approximate depth of 21 fMt. Obaetvatlons during drllUng and nMSUfta of flekl p6Mtratlon ....a.1ance tuts lndlcabtd the~ wn aUff and the und and gravel wwe medium den• to very d•n•. Practlc91 auger ntfuaal occun.d at various depths ln our exploratory boria\ga on elther bouldera or undatone bedrock ( ... Flgu,. 4). Free ground watarwu notenc:ountlll9d In our exploratory bortnp 8'e dlly of dr\Ulng. The borinp wwe baddllled or left open to allow future ground wat.r measurements. SamplM obtained from our borings wva Ntumed tD ourlabomory wheN they were visually claaslfted and ~plcaJ aamplea MiectM for tMtlng. Three aamplM of the natural dQ aolla and on. aamplt of tM und and gravel ao11a were aelect.d for one-<llmenslonal, awelkonsolldatlon tasting. In the t.at procedure, the aamplea at natural molature contantw.re loaded with 1,000 pef and then ftooded. The reat.altlng volume chanp (le.. aw.II or conaolldatlon) waa then muaurect. Two oftheumpt .. &. M. IWIEIJI AND MSOC&ATD, NC. DNll"'~$J80MllON C1\. IT NlO.l!CT MO. OIOIQl.1" ew1Wt•M.IQU*w .. .-ttt9".-c ' ~---------------------~------ underwent alight eompreaalon (0.1 to 0.8 percent> wh•n wetfH. The n1m.lnlng samples of the aolls aw.Dad 0.4 pwcent. Atl8ltJerg limits on amplae of the clay Mnt llqukl Umfta from 34 to 48 percent and plutlc Indices of 14 to 27 percent Sampl• of IM aoB tn'9d contained between 13 to 81 percent sit and clay atz& particles (paafng the No. 200 sieve). Laboratory taat n1sutta •N prwented In Appendix A. SITE EARTHWORK kcamlon• Exc:avatlona In the aollaatthls alla c:an be made wfth conY9l1tioMl. heavy-duty excavation equipment. Large boufde,. may be encoun18red. Sides of excavations and uUflty lntnches should be aJoped or ahored to meet local, Stat. and Federal aafety f'9GUlaUona. n.. natural sols atthla an. wll cluatfy u Type Band Type c 90118 based on OSHA atandarda. Excavation •lopes Specified by OSHA are dependent upon types of aolls and groundwatar conditions encountantd. OSHA recommencla tamponuy cona1ructlon &lopes no at.e.,..-than t to 1 (horimntal to vertical) In Type B aolla ind 1.5 to 1 {hortzontml to vertical) for type C solta above the wmrtabla. Contrantxma should lden6fythe soOa encountered In excavations and refw to OSHA atandarda to detannlne approprtm alopea. Contnc1x>ra are 198ponslble for afta •fwty and providing atabllt excavations. FOi wlll be required for the planned development, apecttlclllly the 1ccea1 road for the aubcftvlalon. Some fill mQ also be requlnd to obia1n gnld .. for driveways on th• Iota In bulldlng envelope areas. Al"NS that wDI nteefve flll ahould be atrfpped of vep111tlona CMganlc aoUa, debrt8. fill and buDdlng elements. The resulting ground aurfac. In planned ftll .,... ahould be acartfted to • depth of at leut 6 lnchea, molatur.treated and compace.d. The natural SOU. •tthe atta are generally auttabht for r.uM •• ftll, provided orpnfca. debrta and rocb a.rger than 6 Inch• In df..,..!111' Q.H. DA-.sMD~TD. INC. ~au'lllMMOH Q'Tl.. IT flttOJ!CT ~. OINUl-ttl l:WtM.Olllk1ttu. "5;:x ' -UI 1.-..,.... 6 T ant remov.d. Grading tm and road surface ftll m•rtal ehould be pt.ced In maxlmmn 1o.inch thick Ufta, molsbmM:ondltloned to within 2 percent of optimum mola1ure conttnt. and compac19d to at Inst M percent of mndant ProctDr (ASTM D SH) maximum dry density. Pa.cement and compacUon of tlll ahould be obnrved and t.atied durtng construction. We '9COl'ftmend prook'omng the accna road with a heevy (18 ldplula) pneumatk>tlred vetatcle such as a loaded, t.ndem dump truck, once gradM for tl\e access road are attained. Softarua ahoutd be reworhd or othe.,.._.a1llblllmd prior tD piecing flll. For the ftnallad l'Olld sulfac9, W'a recommend ualnta at least 12 Inches of a C.._ 6 aggregate base course. Pond CoMtructlon We undemand that an approxtmmty 12 fMt dettp pond wll be excavated for landscaping purpc>Ma between Lota 6 and 6.. Excavations In the area of the pond can likely be ncompllahed ualnv conventional, hMvy-du~ excavation equipment. Sides of the excavation for the pond w11t need to be aloped to meet local, &tat. and t.deral ufetr regulatlon8' R..:OlntMIKled mulmum alopea from th• Expwtlona section ahould be fOllowed . To mlnbtza lnflhnltlon of the pond watarto the aublurfaceaoDa. we recommend Dnfng the pond with an lrnpervlom plutlc membrane. Unlng manutacturea recommendation• for lnata&ldon ahould be follow.ct. Flatter alopea than auggestM above may be required.. BUILDING FOUNDATION$ Subaofls at anttclpatad foundation lwela at the ai18 consist predominantly of ctQey tD sllt;y aand and grav.L The approJdmnt depth to the sands and gravel& at th• afte la shown on Figure 3.. Our laboratory t.tlng and expert.nee lnc:Ucata that tho IM)ortty of the natural aon generally poa1881e1 a low comprnalon potantlal to a tow aw.II pot.rrtlaL We anttclpm 1hat buUd1np at the al'8 can be construct8d on footing foundaittona with • low potantlal of dlfferentlal mov.ment. DealglMewl solla and 6 foundation tnY'Ntlgatlona ahould a,. petfonned to develop dHlgn and conatructlon Grttwla for uch reaidence proposed at the alt9. SLAB..ON..QRADE CONSTRUCTION Floors In garage areaa and some llvtng areas are typically conatruct9d u alaba-on.grade. Exterior concm. ftatwork. auch aa ,.uo., wtn Ubly a,. c:onstruct9d adjacentto the rMklenca. Our pnfmlnary lnfonnlltlon lndtcataa thatatllb-on11ract. construction can be aupportlld by the und19turbed, natunl aola. wtth a low potantlal rtalc of dttr.rentlal mowment Recon111endatfona for ... b aupport wtn be d•J*'dent on actual gracing and cona1rudlon p .. na. Recornrnendationa for alab-on.gl'llde construction for each l"Mldenca, baMd on ab4pectflc aubsurface conditions, should be dfteloped during design-level aolla and foundation lnvutlgatlona. BELOW-GRADE CONSTRUCTION Foundation walla whfch ext.nd beloW1ll'lld• muat be ~toned for latara1 Mrth .,.....w. wtMtft backfill la not p19Mnt to about the aame ennt on both aid• of the waU . Many factors •tr.ct the vat.. of the dealgn lawal earth pruaure. Then factors Include, but are not ltmbd to_ the type. compaction. ak>pe and drainage of the bllddlU, and the rigidity of the waft against rotlltlon and d9ft8ctlon. For a very rigid foundlltlon wall wh.,. negligible or very lltlle deftectlon wlll occur, an 1'at....r' tat.rat Hl1h prwaure ahould be uaed In dMJgn. Forwalla which can deflect or rota1a °'g to 1 percent of wall height (ct.pending .,.on th9 backftll ~), lower -.dlft" .. t.raJ earth prnaurea.,. appro.,......_ Our~nce lndlc:atM bnementwalls can dellMt or rot.ta alfptfy under nonnal dnlgn loada. and that this deflection mun. In a1111flctory wall pet'fonnance. Thua, the •rth preuurM on th• walla will Ukety be betwMn the •acttve• and -.kear condldona. Actual Mrth pl'U8Ul"e condition• and values can be ct.veloped during mlgn•vel geotachnlcal Investigations. G.H. CWE.IAND~TD. N;. QMP P''88Ml!ROIUal>MstOM C1\. IT "'°"8CT MO. eael1~111 ~--=• ••1•1t11n.- 7 SUBSURFACE DRAINAGE w.tar from rat n •nd aurfllce lrrtgatlon of lanctac.plng frequently flows through NlatMtly permubte bedcftll placed Mt~nt to a residence and collects on tt.. aurfllce of relatlvely undlatul'Md aoUs.-t th9 bottDm of the ucavatlon. Subsurface ... page can •tao lnftltrata backflft aona.. Then aourcH of auba..tace w.'8r can uuu wetting of foundation solla, hydrostatic pruaui. on below11rade walla, and wet or moist condlttona In below-grade anaa an.r construction. W• recommend lnataflaUon of e.xtartor foundation drains around below.grade arua ln the reeldencea. Th9 adartor foundation dralna can lltety conslat of 4-li\ch cll8rnetar, alottad, PVC pipe encand In frH draining gravel A. pre~ dralnagecompodam.y her.quired adjacent to foundations watts . The dralna ahould IMd to poa._ ~outlets, or to aump pita where watar can be remoftd by pllnplng. SURFACE DRAINAGE Control of aurt.ce drainage la critical to the performance of foundations. floor aJaba and concret9 ftatwork Poor dralnage acfJacentto l'Mldencea wm llkaly ... ua tn dammge to concreta alaba and ponlbty bulkllng foundations. The ground aurface aum>undlng the utarlor of rMldencM ahould be atoped to drain away from the NSldencM In all dtrectlona. The realdeMea should be PIOvfded with roof g&.rt1819 and downapou1s. Roof doWnapouta and df8lna ahould dlacharg1t wtU t.yond the Umfts of •II bldtftll. Splash blocb and downspout utenalona ahould be provided at .U dladwge pofnta.. Plants used near foundation walla ahould be llmltad to thou with loW molature requirements; lntptad graaa ahould not be locatad within 5 faet of the toundatlonL Sprinklers ahould not discharge within S feet of th• foundation and should be dlr.ctad away ft'om the rMklencu. lmpervloua plutlc nwnbranea ahould not be und to COftf th• around surface lmmedlat.ly aWTOUndlng the t'Mklencea. ThMe membranu t.nd to trap molatu,. and prevent normal evaporation from occurring. O.Otutlle fabrtca ctin be uaed to control weed growth and allow •om• evaporation to occur. 8 ........_ ____________ -- -- FINAL DESIGN CONSULTATION AND CONSTRUCTION OBSERVATIONS Thll report hn been prepantd for the uchaf\re u.e of G. H. Daniela and Aaoclatas. Inc. for providing ~nlcal crtterla for the proposed project. The Information and the conchaalona and recommendation• pwnt.d herein ere based upon the COMlderattona of many tactora ll\cludlng, but not llmlted to, the type of atructurM propoud. the configuration oftlMnuctures, the geologic aetting, and the aubaurfac• condltlona encount.red. The condtalona and recommendatlona con1111ned In the report are not valld for me by othera. It ls recommended that CTL I Thompson, Inc. be re1alned to provide general review of tr.. ftnal design and apecfflcatlona. Our ftnn should alao be r.talned to provide geol8chnlcal englnMl'ing and mat.rial taatlng during construction of the- gracllng, utilltlM. and drainage fnturea. The purpose lam observe the coRttructlon with nwapect to the geomchnlcal dealgn ~pta, apeclftcatloma or 1'9C011111ftendatlone, and tD facltltllta design chlngu fn areas wtMn the aubsurflce condltlona differ from than antlclpatltd befo,. st.rt of conatructlon. GEOTECHNICAL RISK The concept of risk La an lmportantaapectof any geotltchnlcat evaluatton. The primary reaaon for thll la that the ..tytlcal methods und to develop geotachnlcal ~dations do not comprtae an exact science. The analytical tools which geotachnlcal engineers use are generally Mnplrlcal and must be tampered by englneerfng Judgment and upertenc.. l'herefoN, the aotuttona or recommenct.tlona sw-MrtlKI In any geotechnlcal evaludon ahould not be considered rlU..tr. and, more Importantly, are not a guanintlM that the tn.,.ctton between the aola and the propoMd atnacture wUI pwfonn a dM1red or lntMded. What tM enatneel'tng recommendatfona preaentlMI In th• pl'Kedtng nctlona do coRttftute la our Mtlnl19. band on the lnfonnation a•n.m.d durtng thla and pl'Mloua evaluatlona and our uperi&nce In working wtth these condltlona, ofthoaa measu... thata,. neceaaryto help the development perfonn aatiafactorfly. The developer, buDder. and future G. M. OANl9.& AND MIOQATD, lNC. ~ ........ IBl!MSUIOMSaOH C1\. I T ~T NO. OSDSUl-111 .....,a&.OOCl\1U\'L ....... 11.111 ._,..... 9 ownera muu understand thla con~pt of rlat, aa It ta they who must decide what la an acceplJlble leV91 of rtak for the proposed dev.lopment of the •lta. UllJTATIONS Our exploratory bortnp wwe apeced acroaa the atta to obtain a reasonably accurate picture of subsurface ccridltlona. Vartatlona In the aubaurfaca condition• not lndlcatad by our borings will occur. The recornnwndatlola and crhltrta pt'9Mft1Mi In thla report are Intended tor preliminary planning purposaa and not for d•lgn of bulklnga or structu~. Dealgn-level aolla and foundation lnvestlgatlona ahould be performed for each rMldence dar conatructlon plans are chweJopad. This lnveatlgatlon was conductad In a mannerconalabtntwlth that .. veJ of care and attn onUnartly exercJsed by geo1Khnlcal •ng1neera curremly practlctng under anU.r conditions In the localhr of this proJect. No wanan~. _.,,... or lmplled, la "*'9-. lfwe can be of further aervt~ or If you haw queatlona regarding thla report. p ..... can. CTL I THOMPSON, INC. Edward R. Yt'htte. E.I . Std Engineer ERW:JM:cd (6 coplM sem) & H. DAMl1i&.I MD A&IOC&Aln, INC. ~tull>MS10M CT\.IT~ND......-.t" ~W11"'1."'4*~'"11ttADe -------------~----- Reviewed by: John MKhllng. P.E.. Branch Man-aer 10 j ; al Ii I " I --- " I ' f J • ... --~ 0 • 10 18 20 21 IO JI ............. 1 ... ttt TN-1 a..... 11/12 41/12 ... /12 lM-2 n.uu IO/t nt-J a,_,.. 14/tJ •/I fO/a ...... a.-1247 I0/10 SO/'I TM-I a.-eJI 'Z'f/12 11/12 SUMMARY LOGS OF EXPLDRATORY BORINGS ,.,... a.-Gll 1t/t2 4t/t2 TN-7 ~ 1'/12 to/I 0 5 10 ti 20 25 IO ·----------------- • mp "" 4 • t I • t JI I f!l " , I 1; .,1, I' tt Ult ~lj 1t tff J·1~ Ill 11 ~~i 1~1 Dlfl" ....... I ~ " .. ~ I I I I I I I I I I I I I 0 ~ 0 1111 -ti ' ! z ~.~,~.!~ ii l 11! 0 CD P.J~J t ~ I'•.~ J ~ ~ a!l!f l 9 Q. x! f.~~~:.~~ 1111 ~ eiu t &.. 11 lif i 0 1b1~ ~ I n 8 ~ i I! f,zzz~iiii :I ~ • 0 0 -111111.JJa''' 1111 i ..... 'II • ,1111 I ~ ijli I i · lj ~ t1~1 1 d n!r Ii • --I a ~ mD • -I i f -- APPENDIX A LABORATORY TI:ST RESULTS 7 • I ~ ~ ~~ ll I J I I \ ' \ --r-.. [\ t"--. r--.... " i-.... "' .. ... • . , --·~ ---· -... .. cu APPUE> PRESSURE · KSF Sample of ct.AV, SNEV (Cl) Ff'om m-1 AT 1• FEET QH IWIEL8 AND AllOQAl!IS. MC. DJW!Ml\IEIWltmDM8IOM PRO.l!CT'NO. GmQl.411 ........_.Cllt'--~ ·L.... ---1i ·1 .... .. _~EXPANSION UNDER CONSTANT -PRESSURE DUE TO WETT1NG ~·) --·· ---- II ~ -- 10 100 111 PCF 18.1 ~ SW.II Conaolldatlon Teat Results ., • g 4 a 1 I --~ ........ ....... ..... !'-. ------. Q.1 APPLIED PRESSURE · KSF Sample of SANO. Ct.AY'F:f (SC) Ftom nM AT 4 FEET Git~' AND MSOCIATD,. MC. ~au8DMl10N IWMEC1' NO. Gllll'nl-111 ~C l Blllla'"8 ..... ·~.J "'\ .. --·- 1.0 ~ tri: rnONAL 1..,uw , . -u•:DE R CONSTANT PRESSURE DUE TO WETTING 7 I I I\. -----I--------- 10 Swell Consolldatlon Test Results ,. e • II ,/ I J I • \ \ .__ ' ...._ ........ \ ....... ~\ 0 -1 .... -·-----. - cu APPUB> PRESSURE -KSF SOmflle Of ClAY, $MOY (Ct.) Aom nt-e AT9 FEET GH DA.a.a AND AAOaATlli, INC. DA"9 MMllBm:rtG ........... PM>Jl!CT MO. Glll~ttl ............ ..... .... ,/ .,. ... H --......... ·---- 1.0 I- L--1-EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING i'-.. ·> --_._ --. -·-,.._ --· 10 1111 107 PCF 10.8 .. Swell Consolfdatlon TestReaulta ., • I 4 1 - 0 ---.. ....... r-... ...... ~ ... -1 ----.. APPL.ED PRESSURE• KSf Semple of Ct.AV, SNC>Y (Cl.l Fn:>rn TM-7 AT 4 FEET ~ '''_/ l l ·~ \ ' ·--- 1.0 ·ADohiONAL _-__. UNDER CONSTANT PRESSURE DUE TO WETTING I 7 . I j I \ \ , .. --- . -. ... --- 10 Swell Consolldatlon Test Results 100 ----- ..... ?Mil .,.. ...... ..... ,. ........ ,. ......... , .... .., ,,, ....,, • • . - 1: I: • Ill 10 ~ .. -- >-·-- - .,_ ,,. -~ "" ua.a 4.JI UI ~Ol'l'M'ntt..ellall1.llE1al ... ··":' --:::;; 1D ·---• ID --· • ::. • • lO • • 10D lU "fa• Sample of GRAVB, ClAYEY, Sl.lY (GC§Ml From S -1AT ~FEET GRAVEL 44 " SAND Sl..T & a.AV 13 " UQUtO lUT PlASTaN~ .... , .. ~ .... \l&CWOIN>--WWWa.ww~ ......... ..... ,. ......... , ...... .,. w •.,. • .,. .. .,. w ..-ur r "" r1 • • ID 1: I: ID _!!!_ -• . - 10 -~ Q.11111 --.ot11 .tlll .... ... ,_DA~ t.ft U Ul 4.JI t.a a.1 at • a lU ur.• OH QAJF a & AS90CIATl!9-INC. DAW! HVIEMI ERO a'8>MllON flRDJl!CT NQ. GICll131-111 WE IWWfllaC' Ill l .... G Pl * IMi81ftOl'IWmQ.llt ....... Gradation Teat Results I I SCALE: 1 • = 200' GARFIELD COUNTY/ COLORADO WT5 LOT6 LOT4 LOT7 LOTl L_ PROJECT LAYOUT OWNERS: DANIELS & HASENBERG 176 G.H. DANIELS BLVD GYPSUM, CO 81637 PHONE: (970) 524-5010 VICINITY MAP SCALE: 1 • = 2000' SHEET INDEX SHEET NUMBER TITLE 1. COVER SHEET 2. FINAL PLAT SHEET 1 3. FINAL PLAT SHEET 2 4. EXISTING CONDITIONS MAP 5. GRADING, DRAINAGE AND EROSION CONTROL PLAN 6. POND GRADING PLAN WITH EROSION CONTROL 7. QUICKSILVER COURT PLAN AND PROFILE 8. MASTER UTILITY PLAN 9. WA TEA SUPPLY PLAN DETAILS 10. FIRE PROTECTION PLAN 11. DETAIL SHEET ENGINEER: HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 PLAT NOJES: 1. BASIS OF BEARINGS FOR lHIS SURVEY IS A BEARING OF N00'53'38"W BElWEEN lHE NORlH-WEST 1/16 CORNER OF SECTION 27, A REBAR & CAf' l.5#9009 IN PLACE AND lHE WEST 1/18 CORNER OF SECTION 27, A REBAR & CAP LS#9009 IN PLACE AS SHOWN HEREON. 2. DA TE OF SURVEY: DECEMBER 2008. 3. BUILDING SETBACKS ARE lHE SAME AS RECORDED ON lHE DECLARATION OF EASEMENTS, RESlRICTIONS AND COVENANTS FOR GRASS MESA RANCH, IN BOOK 628 ON PAGE 503 EXCEPT AS SHOWN HEREON. 4. BEARINGS AND DISTANCES SHOWN IN PARENlHESIS ARE FROM lHE BOUNDARY SURVEY OF GRASS MESA RANCH PREPARED BY JERRY BAUER L.S.#9009 DATED JUNE 11, 1985. 5. ONE (1) DOG Will. BE All.OWED FOR EACH RESIDENTIAL UNIT AND lHE DOG SHAU. BE REQUIRED TO BE CONFINED WllHIN lHE OWNER'S PROPERTY BOUNDARIES. 6. NO OPEN HEARlH SOLID-FUEL FIREPLACES Will. BE AU.OWED ANYWHERE WllHIN lHE SUBDIVISION. ONE (1) NEW SOLID-FUEL BURNING STOVE AS DEFIED BY C.R.S. 25-7-<IOl, ET. SEW., AND lHE REGULATIONS PROMULGATED lHEREUNDER, \\lU. BE AU.OWED IN ANY DWELLING UNIT. AU. DWELLING UNITS WILL BE AU.OWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. 7. ALL EXTERIOR LIGHTING \\lLL BE lHE MINIMUM AMOUNT NECESSARY AND All. EXTERIOR LIGHTING Will. BE DIRECTED INWARD AND DOWNWARD TOWARDS THE INTERIOR OF lHE SUBDIVISION, EXCEPT lHAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. 8. NO FURlHER DIVISIONS OF LAND WllHIN lHE SUBDIVISION \\lll. BE ALLOWED. 9. COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANT TO C.R.S. :35-3-101. ET SEQ. LANDOWNERS. RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT lHE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY \\lTH A SlRONG RURAL CHARACTER AND A HEAL THY RANCHING SECTOR. ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRA'llNG OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENTS, HERBICIDES, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURAU.Y OCCUR AS A PART OF A LEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS. 10. ALL OWNERS OF LAND, WHElHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO lHE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONlROULNG WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONlROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OlHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INlRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMAU. SCALE AGRICULTURE" PUT OUT BY lHE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 11. BASIED ON lHE ANALYSIS OF THE SUB-SOILS ON THE PROPERTY, INDIVIDUAL SEWAGE DISPOSAL SYSTEM AND FOUNDATION DESIGNS ARE REQUIRED TO BE CONDUCTED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE WllHIN THE STATE OF COLORADO. lHESE STUDIES AND PLANS SHALI. BE SUBMITTED WITH INDIVIDUAL BUILDING PERMIT APPLICATION FOR EACH LOT. lHE COST OF lHESE STUDIES SHAU. BE BORNE BY THE INDIVIDUAL PROPERTY OWNER. 12. ALL SlREETS ARE DEDICATED TO THE PUBLIC BUT AU. SlREETS Will. BE CONSlRUCTED TO STANDARDS CONSISTENT WITH SECTION 9:35 OF THE SUBDIVISION REGULATION OF 1984, AS AMENDED AND REPAIR AND MAINTENANCE SHAU. BE THE RESPONSIBILITY OF THE QUICKSILVER COURT HOMEOWNERS' ASSOCIATION OF lHE SUBDIVISION. 13. THE MINERAL RIGHTS ASSOCIATED WITH THIS PROPERTY HAVE BEEN PARTIALI.Y SEVERED AND ARE NOT FULLY INTACT OR lRANSFERRED WITH lHE SURFACE ESTATE THEREFORE ALLOWING lHE POTENTIAL FOR NATURAL RESOURCE EXlRACTION ON lHE PROPERTY BY lHE MINERAL ESTATE OWNER(S) OR LESSEE(S). 14. AL THOUGH NO ACCESSORY DWEULNG UNITS WERE APPROVED THROUGH THE PRELIMINARY PLAN PROCESS, AU. FUTURE PERMITTED ACCESSORY DWIEU.ING UNITS SHAU. BE LIMITED TO 1,500 SQUARE FEET AND MAY NOT BE CONVEYED INTO SEPARATE OWNERSHIP. 15. ALL LOTS ARE SUBJECT TO lHE DECLARATION OF EASEMENTS, RESTRICTIONS AND COVENANTS FOR GRASS MESA RANCIH. 16. lHE OWNER OF EACH LOT SHALL DEMONSTRATE THAT THE REQUIRED 1000 GAU.ON STlORAGE TANK HAS BEEN CONSlRUCTED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. COUNTY SURVEYOR'S CERTIE!CAJE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS AND DRAFTING PURSUANT TO C.R.S., 38-51-101 AND 102, ET SEQ. DATED lHIS ___ DAY OF-------2010. B~------------------GARFIELD COUNTY SURVEYOR CERTIFICATE OF TAXES PAID I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON~TH=1s~PLA~T~AR=E~PA17-c!D FUU.. DATED THIS __ DAY OF --------A.O., 2010. B~-----------------TREASURER OF GARFIELD COUNTY FINAL PLAT QUICKSILVER COURT SUBDIVISION A REPLAT OF LOT 2 BEING A PARCEL OF LAND AND THE AND LOT 2A GRASS MESA RANCH SITUATED IN THE SW1/ 4 OF SECTION 22 NW1/ 4 OF SECTION 27, RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWNSHIP 6 SOUTH., COUNTY OF GARFIELD, STATE OF COLORADO EXCEPTIONS lHIS PROPERTY IS SUBJECT TO EXCEPTIONS TO TITlLE SHOWN IN THE TITlLE COMMITIMENT(S) PREPARED BY LAND TITLE GUARANTEE CO. DATED OCTOBER 20, 2009 (ORDER NO. GW63004792) AND DATED MARCH 15, 2010 (ORDER NO. GW63004793.1) 1. RIGHT OF WAY FOR DITCHES OR CANAILS CONSTRUCTED BY THE AUTHORITY OF lHE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 01, 1917, IN BOOK 92 AT PAGE 304. (STANDARD PATENT EXCEPTION) 2. RESlRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, AS CONTAINED IN INSlRUMENT RECORDED JUNE 07, 1983, IN BOOK 628 AT PAGE 503 AND AS AMENDED IN INSlRUMENT RECORDED DECEMBER 02, 1994, IN BOOK 924 AT PAGE 292 AND AS AMENDED IN INSlRUMENT RECORDED SEPTEMBER 01, 1995, IN BOOK 951 AT PAGE 883, AMENDMENT RECORDED NOVEMBER 7, 1995 IN BOOK 958 AT PAGE 68 AND AMENDMENT RECORDED FEBRUARY 28, 1996 IN BOOK 988 AT PAGIE 182 AND CORRECTED AMENDMENT RECORDED MAY 7, 2002 IN BOOK 1352 AT PAGE 962, AND AMENDMENT RECORDED SEPTEMBER 25, 2003 IN BOOK 1522 AT PAGE 832, AND AMENDMENT RECORDED APRIL 15, 2004 IN BOOK 1577 AT PAGE 998. (EASEMENTS AND SETBACKS ARE SHOWN ON PLAT) 3. OIL AND GAS LEASIE RECORDED NOVEMBER 22, 1993 IN BOOK 882 AT PAGE 890, ANY AND AU. ASSIGNMENTS THEREOF OR INTEREST THEREIN. 4. EASEMENTS AND RIGHTS OF WAY FOR ROADS, STREETS, HIGHWAYS, DITCHE5, CANALS, PIPELINES AND UTILITY LINES AS CONSlRUCTED AND IN PLACE. (BLANKET STATEMENT ENCUMBERING THE SUBJECT PROPERTY) 5. EASEMENT AND RIGHT OF WAY FOR ELECTRIC TRANSMISSION LINE AND ACCESS RECORDED MARCH 25, 1985 IN BOOK 666 AT PAGIE 210. 6. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN RIGHT OF WAY GRANT RECORDED JANUARY 9, 1984, NON-EXCLUSIVE ROAD EASEMENT RECORDED JANUARY 23, 1985 IN BOOK 672 AT PAGIE 761, AMENDMENT THERETO RECORDED OCTOBER 10, 1985 IN BOOK 677 AT PAGE 56 AND GRANT OF EASEMENT RECORDED SEPTEMBER 10, 1986 IN BOOK 694 AT PAGE 740. (EASEMENT FOR GRASS MESA ROAD) 7. EASEMENTS RIGHTS OF WAY, TERMS AND CONDITIONS OF EASEMENT AGREEMENT RECORDED JUNE 6, 1996 IN BOOK 980 AT PAGE 839. (SINYDER OIL PIPELINE EASIEMENT UNDER GRASS MESA ROAD) 8. EASEMENTS, CONDITIONS. COVENANTS, RESlRICTIONS, RESERVATIONS AND NOTE ON lHE PLAT OF GRASS MESA ROAD PLAT RECORDED 09/15/2003. 9. TERMS, CONDITIONS AND PROVISIONS OF PIPELINE RIGHT-OF-WAY GRANT RECORDED APRIL 03, 2002 IN BOOK 1343 AT PAGE 84. (APPROXIMATE EASEMENT LOCATION IS SHOWN ON PLAT) 10. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED MARCH 11, 2004 IN BOOK 1567 AT PAGE 796. (RULES FOR ROAD MAINTENANCE & REPAIR) 11. TERMS, CONDITIONS AND PROVISIONS OF RIGHT-OF-WAY EASIEMENT RECORDED DECEMBER 12, 2008 AT RECEPTION NO, 760053. (EASIEMENT IS SHOWN ON PLAT) 12. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 2008-138 RECORDED DECEMBER 17, 2008 AT RECEPTION NO. 760233. (SEE PLAT NOTES 5 lROUGH 15) 13. TERMS, CONDITIONS AND PROVISIONS OF RIGHT-OF-WAY EASIEMENT RECORDED FEBRUARY 27, 2009 AT RECEPTION NO, 763921. (EASIEMENT IS SHOWN ON PLAT) 14. TERMS, CONDITIONS AND PROVISIONS OF ACCESS EASEMENT RECORDED JULY 27, 2009 AT RECEPTION NO. 772125. (EASEMENT IS SHOWN ON PLAT) 15. TERMS, CONDITIONS AND PROVISIONS OF CONlRACT RECORDED SEPTEMBER 18, 2009 AT RECEPTION NO. 775288. (WATER AU.OTIMENT CONlRACT). 18. ANY BOUNDARY DISCREPANCY DUE TO THE LOCATION OF FENCE LINES AND THE EFFECT OF ANY RIGHT, TITLE OR INTEREST THAT MAY BE CLAIMED DUE TO ANY SAID DISCREPANCY. 17. TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM RECORDED MARCH OB, 2007 IN BOOK 1900 AT PAGE 513. (WATER All.OTIMENT CONlRACT) 18. TERMS, CONDITIONS AND PROVISIONS OF WEST DIVIDE WATER CONSERVANCY DISTRICT CONTRACT APPLICATION RECORDED SEPTEMBER 18, 2009 AT RECEPTION NO. 775287. (WATER All.OTIMENT CONlRACT). BOARD OF COUNTY COMMISSIONERS CERTIFICATE THIS FINAL PLAT OF QUICKSILVER COURT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO THIS DAY OF 2010, FOR FILING Willi lHE CILERK AND RECORDER OF GARFlELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR FINANCING OR CONSlRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OlHER PUBLIC DEDICATIONS SHOWN HEREON. B~~~~~~~~~~~~~=~=~-CHAIRMAN. BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD. ATTEST:_,,.==,.-,,=,.,----------- COUNTY CILERK MINERAL RIGHTS HOLDERS: RUDOLPH ASSOCIATES, LLC C/O CAROL RUDOLPH 3114 41H STREET BOULDER, CO 80304 DEVON SES OPERA TING, INC. ATTN: PATRICIA TISDALE 20 NORlH ROAD OKLAHOMA CITY, OK 73102-8260 SNYDER OIL A.K.A. SANTA FE SNYDER CORPORATION REGISlERED AGENT: PRENTICE-HALL CORP. SYSlEM, INC. 1560 BROADWAY, SUllE 2090 DENVER, CO 80202 HIGH SHEET 1 OF 2 SECTIONS 22 & 27, TOWNSHIP 6 S, RANGE 93 W, 6TH P.M. VICINITY MAP SCALE: 1" = 2000' UENHOLDER CONSENT AND SUBORDINA]ON THE UNDERSIGNED, BEING THE BENEFICIARY UNDER A DEED OF TRUST GRANTED BY THE OWNER(S) UPON THE REAL PROPERTY PLATTED AND DIVIDED AS SHOWN UPON THE WITHIN FINAL PLAT OF Qll!CKSll VER CQl!RI Sl!BP!ll!SIPN CERTIFIES THAT THE UNDERSIGNED HAS REVIEWED THE FINAL PLAT OF OUICKSILVER COURT SUBDIVISION AND BY THIS CERTIFICATION HEREBY CONSENTS TO SAID FINAL PLAT OF Qll!CKSll YfR GOl IRI Sl!RPIY!SIPN AND TO THE RECORDING THEREOF. BENEFICIARY FURTHER CONSENTS TO SAID FINAL PLAT OF QUICKSILVER CC!JRI S!!RDIY!SIPN AS STATED IN THE CERTIFICATE OF DEDICATION AND OWNERSHIP EXECUTED BY THE OWNER(S) HEREON, AND HEREBY SUBORDINATES ANY INTEREST THAT BENEFlCIARY MAY HAVE IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATION, TO THE ENTITY(IES) OR THE GENERAL PUBLIC TO WHICH SUCH DEDICATION IS MADE. EXECUTED THIS ____ DAY OF --------~ A.O., 2010. AMERICAN NATIONAL BANK BY: _______________ _ STATE OF COLORADO ) ) SS COUNTY OF GARFIELD ) THE FOREGOING LIENHOLDER CONSENT AND SUBORDINATION WAS ACKNOWLEDGIED BEFORE ME THIS __ DAY OF 2010, BY ----------- MY COMMISSION EXPIRES: WITNESS MY HAND AND s"E"'A,..L:----------- NOTARY PUBLIC LIENHOLPER CONSENT AND SUBORPINA]ON THE UNDERSIGNED, BEING THE BENEFICIARY UNDER A DEED OF lRUST GRANTED BY THE OWNER(S) UPON lHE REAL PROPERTY PLATTED AND DIVIDED AS SHOWN UPON lHE \\llHIN FINAL PLAT OF QUICKSILVER COURT SUBDIVISION, CERTIFlES THAT THE UNDERSIGNED HAS REVIEWED THE FINAL PLAT OF QUICKS!! I/ER COURT SUBDlll!SION AND BY lHIS CERTIFICATION HEREBY CONSENTS TO SAID FINAL PLAT OF QUICKSILVER COURT SUBDIVISION AND TO THE RECORDING lHEREOF. BENEFICIARY FURlHER CONSENTS TO SAID FINAL PLAT OF QUICKSILVER COURT SUBDIVISION AS STATED IN THE CIERTIFICATE OF DEDICATION AND OWNERSHIP EXECUTED BY THE OWNER(S) HEREON, AND HEREBY SUBORDINATES ANY INTEREST THAT BENEFICIARY MAY HAVE IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATION, TO THE ENTITY(IES) OR THE GENERAL PUBLIC TO WHICH SUCH DEDICATION IS MADE. EXECUTED THIS ---DAY OF --------A.O., 2010. GMAC MORTGAGE, LLC, A DELAWARE CORPORATION B~---------------LIMITED SIGNING OFFICIER STA TE OF IOWA ) ) SS COUNTY OF BLACK HAWK ) THE FOREGOING LIENHOLDER CONSENT AND SUBORDINATION WAS ACKNOWLEDGED BEFORE ME THIS __ DAY OF 2010, BY ----------- MY COMMISSION EXPIRES:------------ WITNESS MY HAND AND SEAL: NOTARY PUBLIC COUNTRY ENGINEERING, CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 INC. NOTICE: ACCORDING 1t'I COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTlON BASED UPON ~ DEFECT IN lllS SUR\£Y 'MTHIN THREE 'tEARS AFTER YOU FIRST DISCO'v!R SUCH OEFECT. ti NO EVENT MAY Nf'f ACTION BA.SEO UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN 'TEN YEARS FROM 1HE DA.1E OF CER11FICA110N SHOWN HEREClll. ]TLE CER]FICAJE LAND USE SUMMARY LOT ADDRESS 1 0603 QUICKSILVER COURT 2 1155 QUICKSILVER WAY 3 0301 QUICKSILVER COURT 4 0605 QUICKSILVER COURT 5 0606 QUICKSILVER COURT 6 0604 QUICKSILVER COURT 7 0302 QUICKSILVER COURT USE RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL TOTAL LOT AREA 79.145 ACIRES RIGHT OF WAY AREA 0.690 ACRES TOTAL AREA 79.835 ACRES AREA 17.262 ACRES 10.528 ACIRES 11.307 ACRES 10.011 ACRES 10.004 ACRES 10.012 ACRES 10.021 ACRES THE UNDERSIGNED, A DULY AUTHORIZED REPRESENTATIVE OF LAND TITLE GUARANTEE COMPANY, DOES HEREBY CERTIFY THAT I HAVE EXAMINED THE TITlLE TO ALL LANDS SHOWN UPON lHIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN G.H. DANILES, Ill AND GREGORY J. HASENBERG, IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGE5, DEEDS OF lRUST, JUDGMENTS, EASIEMENTS, CONlRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT) EXCEPT AS FOU.OWS: SEE TITlLE COMMITIMENT NOTES FOR EXCEPTIONS TO TITlLE AND LIENHOLDER CONSENT AND SUBORDINATION. DATED lHIS -------DAY OF----------A.D. 2010. LAND TITILE GUARANTEE COMPANY 1317 GRAND AVENUE, SUITE 200 GLENWOOD SIPRINGS, CO 81601 B~-------------------AUlHORIZED REPRESENTATIVE CER]FICA]ON OF OWNERSHIP THE UNDERSIGNED G.H. DANIELS, Ill AND GREGORY J. HASENBERG, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN SECTION 22, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOU.OWS: lHE SOUlHEAST QUARTER OF lHE SOUTHWEST QUARTER, ALSO KNOWN AS LOT 2 GRASS MESA RANCH, COUNTY OF GARFIELD, STATE OF COLORADO. ALSO A PARCEL OF LAND SITUATED IN SECTION 27, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOU.OWS: lHE NORlHEAST QUARTER OF lHE NORlHWEST QUARTER, AILSO KNOWN AS LOT 2A GRASS MESA RANCH, COUNTY OF GARFIELD, STATE OF COLORADO. CONTAINING 79.835 ACIRE5, MORE OR LESS, HAVE CAUSED lHE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS FINAL PLAT UNDER THE NAME AND STYLE OF QUICKSILVER COURT SUBDIVISION. A SUBDIVISION IN COUNTY OF GARFIELD. EXECUTED THIS __ DAY OF--------A.O., 2010. OWNER OF LOT 2 GRASS MESA RANCH: _____________ _ STA TE OF COLORADO ) )•• COUNTY OF GARFIELD ) G.H. DANIELS Ill 176 GH DANIELS BLW. GYPSUM, CO 81637 THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ___ DAY OF 2010, BY G.H. DANIELS Ill. MY COMMISSION EXPIRES: __________ _ WITNESS MY HAND AND SEAL NOTARY PUBLIC OWNER OF LOT 2A GRASS MESA RANCH: ______________ _ ST A TE OF COLORADO ) )•• COUNTY OF GARFIELD ) GREGORY J. HASENBERG 1155 QUICKSILVER WAY RIFlLE, CD 81650 THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ---DAY OF 2010, BY GREGORY J. HASENBERG. MY COMMISSION EXPIRES: WITNESS MY HAND AND SEAL NOTARY PUBLIC SUR\IE:YOR'S CER]E!CATE I, FRANK W. HARRINGTON, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICIENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS FINAL PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF QUICKSILVER COURT SUBDIVISION, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTlL Y SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND SlREETS OF QUICKSILVER COURT SUBDIY!SICJN AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS __ DAY OF -------2010. B~-------------------FRANK W. HARRINGTON, L.S. #19598 HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, CO 81601 CLERK AND RECORDER'S CER]E!CATE THIS FINAL PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CILERK AND RECORDER OF GARFIELD COUNTY, COLORADO AT O'CLOCK ~M., ON THE DAY OF 2010 AND IS DULY RECORDED IN RECEPTION NO. ________ _ CLERK AND RECORDER BY=----------------DEPUTY C&B JEWELL REVOCABLE FAMILY LIVING TRUST 1891 CR 319 RIFLE, CO 81650 C-S 1/16 COR SECTION 22 REPLACED FOUND MONUMENT 'MTH A J-1/4" ALUMINUM CAP L.S.#19598 SET ON 3/4" X 30" ALUMINUM BAR FINAL PLAT QUICKSILVER COURT SUBDIVISION A REPLAT OF LOT 2 AND LOT 2A GRASS MESA RANCH BEING A PARCEL OF LAND SITUATED IN THE SW1/ 4 OF SECTION 22 AND THE NW1/ 4 OF SECTION 27, TOWNSHIP 6 SOUTH., RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN, ....... ------.. .............. ........ ........ ~-----, '---.. J20.0' ACCESS ROAD '-... '--.. BOOK 686, PAGE 210-216 ..... ..... TROY PETREE & DEBORAH LAVERNE '-.... ..... .::--.. ..... sec--m.,,ION 22 LOT 1A GRASS MESA RANCH -....7 -...., 1300 QUICKSILVER WAY '-.... '-......_ RIFLE, CO 81650 '--.. ----.._ - JO.O' EASEMENT - - - - - - - ACCESS ROADWAYS, - - - - - - - COUNTY OF GARFIELD, STATE OF COLORADO 30.0' PIPELINE RIGHT-OF-WAY TO ENCANA OIL & GAS RECEPTION NO. 785992 RECEPTION NO. 783921 SHEET 2 OF 2 49.96' w.c. REBAR & CAP LS#9009 (FND) 8EC110N XI 20.0' ACCESS ROAD BOOK 666, PAGE 210-218 JOSE MALDONADO & ISIDRA SOTO LOT 1 GRASS MESA RANCH P.O. BOX 1992 EAGLE, CO 81631 QUICKSLVER WAY 80.0' EASEMENT AND RIGHT-OF-WAY FOR ROADWAY, BRIDUE PATHS AND PIPELINES BOOK 628, PAGE 503 BOOK 968, PAGE 182 49.98' w.c.~ REBAR & CAP LS#9()09 (FND) 10.0' EASEMENT & RIGHT-OF-WAY FOR UTILITIES & PIPELINES BRIDLE PATHS AND PIPELINES - -- - ----BOOK 988, PAGE 182 - - (S0014'36"W 1320.47') --........ S 1/4 COR SECTION 22 SET 3-1/4" AWMINUM CAP L.S.f19598 ON 3/4" X 30• ALUMINUM BAR 80' 'MOE COMMON ROADWAY EASEMENT RECEPTION NUMBER 638525 (SOO'S4'07•E 1320.62')---L----------j-----------H ~-------------\:;7\-r--------S01'00'34"E 1320.69' S00"07'27"W 1320.56' -"" ' ' ' .......... BOOK 628, PAGE 50J 657.99' 613.28' - - - - --536.56'(11E)-- - - -:::. - RENO KILLIAN & PATRICIA SHELLUM LOT 1 GRASS MESA RANCH 940 QUICKSILVER WAY RIFLE, CO 81650 C-N 1/16 COR SECTION 27 SET 3-1/4" ALUMINUM CAP --- LS.f19598 ON 3/4" X 30" ALUMINUM BAR --------r ·---49.96' w.c. ,----- - - - ---- - - ---1024.91'--1 1 ~~~~~~M~~','\;----------------------------------"' , :r:~1,? -, ~ t -: '! !~-I ,,,, ~==-==--APP=R=OXIM_A_~-20.D' ACCESS ROAD\, _,.. ,,- BOOK 666 / PAGE 210-218 /,.....,Co - --I I REBAR & CAP - - ----j I LS#9009 (FND) / / -~ I I ,....,,.. \/ ~~ ,,, ,,.. I / / ,,, ,,, I _,. / .-_./',,, I --I I I I I I I I I 30.0' EASEMENT---i I,__ __ , ' \. 25.0' TEMPORARY ~:::; I I II I 1 ' I 50.0' 40.0' PUBLIC I I I I BUILDING LOCAllON OF 30.0' 1' 'KN43"34'13"E \. ~' '\ 20.0· PUBLIC SERVICE ~~~crio~L~~~T J l.: BUIUDING REc\k~~1~/~~MENT I J\ SETBACK Pl~6~~E1:~~TPA~-:~y 1 , 138.25' , , ,, , COMPANY OF COLORADO RECEPTION NO. 765992 134.89' w.c. ? Fi-1 13 SETBACK 1 1 BK 628 + ' ' ' ' ALTERNATE RIGHT-OF-WAY RECEPTION NO. 763921 REBAR & CAP I I 111 I I PG 503 -~...:,_ ' J ' '' ', ' RECEPTION NO. 772125 LS*9009 (FND) I I I I : I ,,_,-4-,1 ":";':'\:_ , , . , r SET NO. 5 REBAR & CAP 1 I ----~ ·:::::::.. ----l' ;i.'fo ~ I l i I LS NO. 19598 (TYPICAL) I I r--'-.: .,;;_ --""=1'1~·2rE 52, --'\ >,.. ~ -· I I ,1 I 50.0' EXISTING I 1 ----:::..----~.c·14 '---=----' ... .,.. " n 1 / GRAVEL I \ I I ---"::.. "::..-:.:!92~ ..:.---: . .-~:::._-=---' -<"_,~ y-20.o' PUBLIC ~ OUCKSl..ve:t cou:rr Ii I ,1 11 I I I ~l~ DRIVEWAY I I I 1---'"":._ ---..:: --~ 't:> UTILITY EASEMENT (4<l' R.O.W.) I I I I I I I ---1-:._ ~..:;., ... _,_ RECEPTION NO. l" I I I ";... ,, ' ~ ' :g I I I "": I 35.0' EASEMENT " ~ ' ·Ill~."' I I II I I J:; RECEPllON NO. 20.0' PUBLIC SERVICE " ~ \. ' -!;! 'GJ' I I I I "'1 760053 COMPANY OF COLORADO ' ' 1'.~ \. ' 8E LOT 7 50.0' !:1111'1' .r ... 1--,1:---35.0' EASEMENT LOT 3 N PRIMARY RIGHT-OF-WAY ',, ~~ \. ' I ~ -BUIWING '~ I 1 RECEPTION NO. 760053 I ; I 10.~1 Jf;.5!~~!'.l~A~-1-1 1 RECEPTION Na. 112125 ,, ~~ , , 1 10 43 02 s 1 .s1A7 s+.F/. sElBACK 1 1 492,549 s.F. ,.... FOR UTILITIES & I '' ~1~ \.' · c. -/ 11 /I 1--· 10.0' PUBLIC 11.307 Ac. +/-I ,···I PIPELINES I ,, .'f.~ ' ' I I I IN! I I UTILITY EASEMENT - BOOK 628, PAGE 503 ,\. '""''~ ' ' I I I /I_, I "' I ' ' ~..;, ' ~ I I I RECEPTION NO.___ ;: I I I 25.0' '\' ~~.: ~' '"' ;;ill 20.0' PUBLIC 20.0• WELL--..-...._; I I ~ t I I - 30.0' PIPELINE -4--1 '\ ,', f~>~ ' '\. J UTIU1Y EASEMENT & UTILITY EASEMENT J / I I f EXISTING-~ ~ RIGHT-OF-WAY TO 1 1 +-~\!e°l~ LOT 6 ''-t, ~ '-. w RECEPTION NO. RECEPTION NO. I I Ji I / HOUSE ~ r;; - - - - - - - - -zl I ENCANA OIL & GAS BK 828 436,126 S.F. ,, \.~ ', ~~ I */ J ,/ 1! :I 20.0' PUBLIC SERVICE (27'x48') 111f1 :..Soo·53•4o·E: 190.6J'i-11 RECEPTION NO. 765992 I I PG 303 10 012 A / N90"00'00"E-l ' '' _ "' 1 ~ 1 k RECEPTION NO, 783921 J I I . c. + -155.51' I \. ~~"'i ~ L J'. I /P. J I ~I I COMPANY OF COLORADO I I II I ".\.. "'b"' " I I '· ' PRIMARY RIGHT-OF-WAY 20.0' WELL--1 ACCESS ROADWAYS, J I BRICUE PATHS ANO PIPELINES BOOK 968, PAGE 182 I I I I I I I I I I I I I I LOT 2 458,613 S.F. 10.528 Ac. +/- I~ re I I \ -L - - - -I ' ' ' m-1 I I K, I I II I I \ RECEPTION NO. 772125 & UTILITY EASEMENT I l 1 N40"48'45"W I ,~, I - - - - - - - - - -'/ 1111 11 \, RECEPTION NO. 111 I I : I L - - - - - -58.37' \. ) 'I~ '-\;::) I -------=500'.53'.2:1"E 485.15'-- - - - - -_ JJ I I I ~ 60.00' I J I ...-.. l 1 \,r ~17 -~~~ -:;.....:::::-:=--==--RADIUS : :~ 1 l l 1 JERRY & CHERYL LA TRAVERSE LOT 4A GRASS MESA RANCH i:; '°· I r25.o· BUILDING /,,, _ 18= =L19= = = = -L20-_ -t.21--=--<>--.:::::. =--...., :-i I I 1 ~ _jJ ixl C' 651 QUICKSILVER WAY <-: C'i RIFLE, CO 81650 BUREAU OF LAND MANAGEMENT P.O. BOX 1009 GLENWOOD SPRINGS COLORADO 81602 O> • -O> I') - -I') --~ " L SETBACK .. - -----::::=--L22-I I 11 I -I I " -I ...., I I I --L1 • 5 :2 L _ _ _ _ _ ~~J I i 1 FIRE PROTEC~~~E!'~16~r:;0~D DRAINAGE EASEMENT (TE) 1 I \ :~ \ 1 >-1 ..._--5~~.Ju~~MENT --=--=--=--=----------=---=---=---=---=-- ---$'7...~,. : I : RECEPTION NO. ~ / // I l : ; I BU~~D~~~ II I ~I I II I I RECEPTION NO. __ _ ~ ~ ii I --= = =--N03"37'34"E 755.20'---=--=---------1 ..... - - - - --S00'53'21"E 410.61'-- - - - - -_.. / I I"!::! Pl I SETBACK I I l I m ll) ,1 1 -- - _ - - - --L15-_ _ _ 1 · 8 1 1 1 1 1 ;., -r;: 'I \ - - -~I - - --- ---;---:;----S00"53'21"E 381~g~-:-WELL-I i--:'·~ °' ~ ~ I I I ~j· ill L I i I _J I _J !:.O ;;l1l!l S89'562,4 E &UTILITYEASEMENT "''1 ~ 111 11 z ----------------1 - - -_J ILL - - -- - - - - - - - -I oo m i ~1~ J 84.43 RECEPTION Na. I' 1 i i 1 i L _ - - - - - --soo·45·15"E 659.86'-- - - - - - - --191.87'(TIE)-- . - - - - - - - - - --saa·45·15"E 610.03' - - - - - - - - -+- 3z :1\111\ SEsa(~~uriA1~~··g13N2,TI·GwE) ~I ;1 ---------------I -L13(11E)-J: 11 :It.: 25.o'=--=--=--=--=--=--=--=---=--=--=--=---N00"46'15•w 1269.89:.=----=--J-=--=--=--=--=--J=--=--=---l I ·53'FEllili.riV,"/ --------N00"53'21•w 519.08'--------~-I 1 I I QUICKSILVER ~/ /r;-- - - - - - --c--J ---jl I I 25.0' 20.0' PUBLIC I I POND / / q I I I BUIUDING BUIUDING UTILITY EASEMENT I I ~ . 74' / / 25.0' !?. I I SETBACK J l-Jl05"57'29"W 152. 1 / / / BUILDING " I I SETBACK RECEPTION NO. I I A.,··~:..i.v / // // SETBACK 1 I JO.O' EASEMENT I • ' -I ACCESS ROADWAYS, I I .... r.." / / 20.0' PUBLIC I I BRIDLE PATHS AND PIPELINES ~ I\/ LOT 5 / / // UTILITY EASEMENT I_ I 11 BOOK 958, PAGE 182 I :I /~ / / RECEPTION NO. I I~ 11 I T 435,793 S.F. /// // / II IE 111 I 10.004 Ac. +/-/ •· 11 I I <o/ // / I lw I ... / / LOT 4 IWl 111 I b ;8/ /, / // / 11 l°'p J I LOT 1 I .,,. / tv 436,072 S.F. I J '"' g /. 'I> // 10.011 Ac. +/-J I ill \ ;;i "' t>,f. / I z 11 751,932 S.F. :8 I ~, // 17.262 Ac. +/- 1 ~ /•~ / 10.0' EASEMENT&~---+-..-,_.1-rl+-- "'/ &~ // RIGHT-OF-WAY I IJ:i / ."> / FOR UTILITIES & Ht-- I /.It>, / -PIPELINES 20.0' PUBLIC --~ 1----10.0' EASEMENT & RIGHT-OF-WAY FOR UTILITIES & PIPELINES I //"'<" / / .J~ - -BOOK 628, PAGE 503 I I UTILITY EASEMENT ;;.,i. NOg·~.--JI RECEPTION NO. __ _ I N15 ... ~ / // // / ~1J E 346 ·9B' - --...-...... II : I I ii N15"02'03"W BOOK 628, PAGE 503 REBAR & CAP_/ LSf13501 (FND) N45W 1.72' I ""~-.;;:--/ µ ~y.-I I 16 73' I ""~ ,..,,;;;:;._ N01'49'31"E // / N01"49'31"E / I I . S77"01'47"E "" -186.54·-~ -=-.! ............ N15"02'03"W I I J I 104.37' II S6018'05"E /~/ /~/ 96 · 06 ' tv~.J-;;-;,,._ 52.40'\ I 1 I 11 (BUIUDING 30.0' EASEMENT] BUILDING 172.37' ~ // /// BUILDING SS~~ I I ii JI lv.?9. SETBACK TIE) BRICUE p:~~E~DR~f;?E~~~ I SETBACK (BUILDING l ')J/ ~s45'04'52"E '---SETBACK <s.9.89>-.... I I --<..0:"'<.J BOOK 968, PAGE 182 l SETBACK TIE) /ff z s~~~~E) ______________ L ______ "-_ 1\li... HHl-"I -=~--~;.----------------------------------------~-=--~=~-i~~~~~-=--=_:-~.J SW 1/16 COR SECTION 22 - - - - - - - -!'/'_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ -_-_-- - - - - - - - - - - - - - - - - - - - - - - --1308.73' - - - - - - - - - - - - - - - -986.21'---------------------- N00'04'1 O"E (N0012'28"E 1318.79' 1319.09') N00"53'38"W 1319.57' (N00"48'52"W 1319.20') BASIS OF BEARINGS LINE L1 L2 L3 L4 L5 LB L7 L6 L9 LINED l BEARING N88"59'26"E N01"01'34"W N88"59'26"E s82·29'14"E S43'25'07"E N69"06'39"E S59"45'44"E s82·29'14"E N88"59'26"E LEN<nH 30.00' 20.00' 90.33' 310.85' 132.36' 62.42' 169.39' 310.85' 90.33' I l 1\ SET J-1/4• ALUMINUM CAP L..S.f19598 ON J/4" X 30" ALUMINUM BAR JUSTIN & NICOLE MACKLIN LOT 6 GRASS MESA RANCH 1000 CEDAR BREAKS ROAD JO.O' EASEMENT ACCESS ROADWAYS, BRIDLE PATHS AND PIPELINES BOOK 958, PAGE 182 N63'26' 40"E 94.04' (BUILDING SETBACK TIE) W 1/16 COR SECTION 22/27 REPLACED FOUND MONUMENT 'MTH A 3-1/4" ALUMINUM CAP L.S.f19598 SET ON 3/4" X 30" ALUMINUM BAR 510'59'56"E 170.98' (BUIUDING SElBACK TIE) FREDERICK SCHUL 1Z LOT 5 GRASS MESA RANCH 900 CEDAR BREAKS ROAD RIFLE, CO 81650 10.0' EASEMENT & RIGHT-OF-WAY FOR UTILITIES & PIPELINES L10 N01"01'34"W 20.00' L 11 N01 "00'34"W 49.43' NW 1/16 COR SECllON 27 REPLACED FOUND MONUMENT IMTH A 3-1/4" ALUMINUM CAP L.S.f19598 SET ON J/4" X 30" l-~--+-"-="""'"-="-1-"="o--i GRAPHIC SCALE 100 0 .. 100 200 I --~ I I I ( IN FEET ) 1 wch = 100 ft. NaTICE: ACCORDING TO ca...oRADO LAW YOO MUST 00Mt.£NCE ANY LEGAL ACllON BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FeT DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUR\£Y EIE COMMENCED NORE THAN TEN 'VEARS FROM lHE DATE OF' CER1F1CA110N SHOWN HEREat. RIFLE, CO 81650 NOifl'H <OD I D LEGEND FIRE PROTIECTION, UllLITY AND DRAINAGE EASEMENT PUBLIC SERVICE COMPANY OF COLORADO ALTERNATlE RIGHT-OF-WAY RECEPTION NO. 772125 HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 CURVE C1 C2 C3 C4 C5 cs C7 C8 C9 C10 C11 RADIUS DELTA 50.00' 50"28'44" 60.00' 42"08'25• 60.00' 70·31•44• 60.00' 35•55•33• 60.00' 34·25•54• 60.00' 42"02'33• 60.00' 52"52'19• 50.00' 50"28'44" 230.00' 8°31'20· 270.00' 8°31'20· 250.00' 8°31'20" BOOK 628, PAGE 503 ALUMINUM BAR L12 N00"53' 38"W 10.84' L13 N00"53'21"W 183.65' L14 N00"53'21"W 26.69' L15 N03"37'34"E 94.13' L18 N89"52'53"W 40.00' L17 N14"49'02"E 42.80' L18 N00"56'51"E 44.56' L19 N00"05'43"E 125.29' CURVE DATA LEN<nH TANGENT CHORD BEARING CHORD L20 N01"41'1o"E 89.82' 44.05' 23.57' 57216'25"W 42.64' L21 N05"53'58"E 85.96' 44.13' 23.12' N68"06'15"E 43.14' L22 N04"03'50"E 97.82' 73.86' 42.43' S55"33' 40"E 69.28' L23 N15"53'23"W 104.90' 40.78' 21.21' S00"49'32"E 40.00' L24 N82"29'14"W 395.71' 36.06' 18.59' S35"51'42"W 35.52' L25 S88"59'26"W 90.33' 44.03' 23.06' S74"05'55"W 43.05' L26 N5311'28"E 65.43' 55.37' 29.83' N58"26'39"W 53.42' L27 N5311'28"E 12.82' 44.05' 23.57' S5714'52"E 42.64' L28 N00"07'05"E 77.90' 34.21' 17.14' S86"44'54"E 34.18' L29 N08"28'53"W 141.69' 40.16' 20.12' S86"44'54"E 40.12' L30 N00"07'31"E 1004.00' 37.19' 18.63' N86"44'54"W 37.15' L31 N02'37'21"E 236.22' L32 N89"25'30"W 51.15' L33 N07"02'59"W 27.12' ii ::i s a 8 "' !l ~ i5 " ~ " iil ~ "' § "' ~ ~ 5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T LOT 2 -....__ -- EXISTING HOUSE EXI TING WELL Wini WA R METER VAULT D ELE TRIC SERVICE/ME R ~~·~•.--==-===·~!~I ~~t=='.~~--==12_~~~"'-==;k::-~=f-_~~~-il!__:==:~=-: .. ~~~ .. ~~,~~~~~ - -5710- - ,--.--.--.--.--.--.--.--.--. . __ . _ _. __ . _ _. __ . _ _. __ . _ _. __ . ·-·--·-·-·-·-·~-·-·-· ---UE-- ---G--- --6"\I-- EXISTING SURVEYED 5' CONTOUR EXISTING SURVEYED 1' CONTOUR EXISTING USGS 25' CONTOUR EXISTING USGS 5' CONTOUR EXISTING GRAVEL ROAD EXISTING CULVERT EASEMENT EASEMENT CENTERLINE LOT LINE PROPOSED EASEMENT UNDERGROUND ELECTRIC GAS LINE 6" WATER LINE ® EXISTING WELL 'lli UTILITY POLE BREAK B EN TiiE / SURVEYE TOPOGRAPHY A D / DIGITIZED USGS TOPOGRAP Y f FROM 40' CONTOURS GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. POND OUlFA STRUCTURE L T 2 m w 0 ti: ~ Cl N ' - 0 0 --' ' N «> --' ' -(') 0 -N <'l z • N u ~ ~ 8 ~ t!) z -0:: fJJ fJJ z -t!) z fJJ ~ ..... z :J 0 u :c t!) -:c ~o wU z~ <( z 0 :J 'o ~u 0:: 0 w .J row Z-W !J... Ul 0:: <( <( I~ -IX) 0 u PROJECT NO. 2071059.00 4 ' ' ' '----1 ------~ 11 ---------- 1 ,J LOT 2 ~~__,,LEGEND>--~~ ---5710---EXISTING SURVEYED 5' CONTOUR EXISTING SURVEYED 1' CONTOUR ---572,,_ __ EXISTING USGS 25' CONTOUR EXISTING USGS 5' CONTOUR EXISTING GRAVEL ROADS ""' """ EXISTING CULVERT ~.,_ ____ .,. "dV (INLET AND OUTLET PROTECTION __ _..., ... ------® SEE DETAIL SHEET) PROPOSED ROAD CENTERLINE EXISTING EASEMENT PROPOSED LOT LINE EXISTING SILT CONTROL FENCE PROPOSED SETBACK PROPOSED EASEMENT EXISTING HAY BALES DRAINAGE FLOW PA TH GRAPHIC SCALE 1 ~~-~-~--~o ~i ~'i--i----i ( IN FEET ) l inch = 100 tt.. --'-------~ --- -l.. ___ ~-- LOT 1 NOJES; 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FlELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES. AS SHOWN, MAY NOT REPRESENT ACTUAL FlELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TD CONTACT ALL UTILITY COMPANIES FDR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION, 2. ALL CONSTRUCTION TD BE PER GARFIELD COUNTY SPECIFlCA TIONS. 3. ALL UTILITIES. BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4, THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WlllHIN THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF llHE PROPERTY OWNERS INVOLVED. 5, ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF llHE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6, MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS. 7, 1 ACRE OF CISTURBED AREA WILL REQUIRE REVEGETATION. SCIENTIFIC NAME GRASSES AGRDPYRDN SMITHll AGRDPYRDN TRACHYCAULUM FESTUCA IDAHDENSIS FESTUCA RUBRA KDELERIA MACRANTHA DRYlOPSIS HYMENOIDES POA SANDBERGll SITANION HYSTRIX STIPA VIRIDULA NATIVE SEED MIX COMMON NAME WESTERN WHEA TGRASS SLENDER WIHEA TGRASS IDAHO FESCUE RED FESCUE JUNEGRASS INDIAN RICEGRASS SANDBERG BLUEGRASS SQUIRRELTAIL GREEN NEEDLEGRASS VARIEJY ARRIBA PRIM AR JOSEPH CAN BAR LODORM PLS LB/ACRE SEEDING RATE 4 4 2 2 1 1 2 1 2 --------=---~_---= LOT 4 -j!._ LO 'l SQIL MANAGEMENT PLAN ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE REVEGETA TED ACCORDING TD THE FOLLOWING CRITERIA. AND THE NORTHWEST COLORADO COUNCIL OF GOVERNMENTS WATER QUALITY PROTECTION STANDARDS. DURING CONSTRUCTION, EROSION WHICH MAY POSE A THREAT TD SURROUNDING PROPERTIES DR WATERWAYS WILL BE CONTAINED THROUGH THE USE OF TEMPORARY EROSION CONTROL MEASURES AS SHOWfll ON THE EROSION CONTROL PLAN. REVEGETATION OF DISTURBED AREAS SHALL COMMENCE IN THE FALL, PRIOR TO THE FIRST MAJOR SNOWFALL, OR EARLY SPRING IF SITE CONDITIONS ALLOW. EROSION CONTROL MEASURES ARE AIMED AT CDNTRDUUNG/CDNFlNING SEDIMENT WITHIN DR NEAR THE AREA OF DISTURBANCE. THE LONG TERM STABILITY OF THESE AREAS WILL DEPEND ON THE ESTABLISHMENT OF APPROPRIATE GROUND COVER VEGETATION. THE PRIMARY GOAL OF THE REVEGETATION EFFORT IS TD PROTECT WATER QUALITY WHICH WILL REQUIRE A STURDY GROUND COVER AS SOON AS POSSIBLE, FOLLOWING ARE STANDARDS WHICH HAVE BEEN ESTABLISHED FOR REVEGETATIDN APPLICATION TECHNIQUES: 1. ALL TOPSOIL SHALL BE SALVAGED FROM DISTURBED AREAS, STOCKPILED AND RE-SPREAD PRIOR TO REVEGETATIDN. TOPSOIL SHOULD NOT BE RE-SPREAD ON AREAS OF THE SITE PROPOSED FDR FUTURE ROADWAY DR PARKING LDT CONSTRUCTION. THE FINISHED SOIL SURFACE SHALL BE LEFT IN AN IRREGULAR, SCARIFlED CONDITION WHICH MAXIMIZES MOISTURE RETENTION ON llHE SLOIPE. 2. WHERE SLOPE ALLOWS, SEED SHALL BE DRILLED OR OTHERWISE MECHANICALLY INCORPORATED INTO THE SOIL \FARMED"). WIHERE STEEPNESS OF SLOPE RESTRICTS EQUIPMENT ACCESS, SEED SHALL BE HYDRAULICALLY APPLIED AND FOLLOWED BY APPLICATION OF HYDRAULICALLY APPLIED MULCH DR STRAW. STRAW MULCH SHALL BE SECURED IN PLACE WITH A HYDRAULICALLY APPLIED TACKIFIER. 3. MATCH SLOPES WITH GRADIENTS OF 2: 1 OR STEEPER SHALL BE HYDRAULICALLY SEEDED, STRAW MULCHED AND PROTECTED BY PLACEMENT OF EROSION BLANKET (JUTE, EXCELSIOR DR SIMILAR ORGANIC PRODUCT). STRAW TACKIFIER IS NOT REQUIRED WHEN EROSION BLANKET IS USED, 4. THE EXPOSED SLOPE WOULD BE PREPARED WITH MINI BENCHES, TOPSOIL WOULD THEN BE SPREAD OVER THE SLOPE, SEEDED AND COVERED WITH STRAW. 5. REVEGETATION WILL BE CONSIDERED SUCCESSFUL WIHEN THE CONTRACTOR HAS ESTABLISHED A DESIRABLE PERENNIAL VEGETATION (SEED MIX) BY llHE END OF THE SECOND GROWING SEASON SUFFICIENT IN COVER AND CAPABLE OIF RENEWING ITSELF TO ADVANCE TD THE ACCEPTABLE STAGE OF REVEGETATION AND THE DISTURBED AREA IS CONSIDERED STABILIZED AND EROSION CONTROLLED. 6. THESE REVEGETATION PROCEDURES DO NOT APPLY TD THOSE LOCATIONS SCHEDULED TO BE SODDED. IF THE DISTURBED AREAS ARE LEFT EXPOSED FOR MORE THAN 90 DAYS DURING CONSTRUCTION, THESE AREAS MUST BE RESEEDED. THE AGGREGATE AND TOPSOIL STOCKPILING SHALL BE SPREAD AND ELIMINATED PRIOR TO THE END OF THE FIRST SEASON OF CONSTRUCTION. ---- ---:-,_l------1 r -_JI -------- O· 6 "' ~ 1Lt3 z ~ Za:Of: ~O<!l:J Qo r-w Cl ·Z§ 8~ <Xl ~ <w-o" z~O:a: -o Ol "' -<i:w IL ~ l;i ~(!)lE"' i=_J I oO N:;; < ·w:E zUNz o~:r::w UlOl-lE i':IL 0) -t3:i"' Cl 0 • 0 oOz :Jo: 0 0 j::W Q ~ z>-u..::i ffiWWO :ii-<Xl 0 :i"'!:;:"' ,_Jz I ' _Jw -~ ~ii>~~ 6u f!l w w "' :Jmxo 0 < wZ u :i >-0 0 0 ID 0: 0: 0: 0 0 0 ui I-z t;j w ::E U) ui ::E z z 0 z '.5 '.5 u 0 ~ Ui [L [L ..J ..J z ~ < < :J z z 0 0: G: G: u 0: 0: 0:: 0 0 w lL lL [L 0 0 0 w w w U) Cf) Cf) ~ ~ ~ 0:: 0: 0:: m 0 0 w 0 -ti: ' ' ' M N «> 0 N --' ' ' M ci -N M z ro 0 z 0 ' -0:: ~o M 0: ~o " 0:: -Cl ' !:! ~ " Ol u "' ~ " u • u z -~ t!) z -0:: fJJ fJJ z -t!) z fJJ ~ ..... z :J 0 u :c t!) -:c ~o wU z~ <( z 0 :J 'o ~u 0:: 0 w _J row Z-W ll.. Ul 0:: <( <( I~ w w !( ~ " ii: N --~ -0 -ID ID 0 0 0 u ailll c .... 0 '<f Cl Ill ~~ 2: l!l ll:tb D. '<f ..J~ Ul Ol Cl!ii ca Zo o..., lll Pl ~!!:E ·-ia~ z~~ ~ .... III 11. Cl ..I z III '<f Cl IO Ill Iii~ ..... u -ro :c -~ o~. 1-N ~'<f I ~Ol i-Ol III Iii ~8 IIIO III" ~fl :ie 11:111 Z111 CZ III z uiO ~o Ul :c III :C III D. ja. z a: ~ ID .... --'<f Ill -- PROJECT NO, 2071059.00 5 \ \ I I INSTAU. 9" (050 nPE ~ ") NOMINAL RIP-RAP. HAND PLACE 1S-THIQ( OVER FIL 1ER FABRIC. ROJNDED RIVER ROa< MAY NOT SE USED. (SEE ALSO SHEET 4) , .. (2d50) .. , To lJiE£S Mtl. FIRE STORAGE + 1 5' FOR ICE N'PftO)(. 10' DEEP 1J.5"' (1.5d50) Fll'TER FABRIC BEGIN mEST OF POND EL. 82-42.00 RIP-RAP AT CULVERT OUTLET N.T.S. TOTAL WLUME OF POND • 142 GAL B"C-900 TIJ DRY H'WDRANT tlV EL-8235.14 TOP PIPE-82.16.81 \ FLWD-Ell> SECTION P~ LINER 40 MIL.. PVC LINER CULVERT ¢==- D POINT A ENTRENCH 3• PONO CROSS-SECTION DETAIL (TYP) W$mjn: WSmin = VStot~CC)X1.5 OHC WSmin = MINIMUM WATER SUPPLY IN GAL N.T.S. VStot = TOTAL VOLUME OF STRUCTURE IN FT' (HOUSE) OHC = OCCUPANCY HAZARD CLASSIFICATION NUMBER CC = CONSTRUCTION CLASSIFICATION NUMBER VStot = 2200 FT 2 X 22 FT = 48400 FT' OHC = 7 cc = 1.5 WSmin = 48400*(1.5)X1.5 = 15557 < 40000 :OK 7 GRAPHIC SCALE o 10 m ~ ~ --------1~1 ~I iiiiiiiiiiiiiii~I ~~~I ( IN FEET ) 1 inch = 20 ft. ESL EARJHWQRK QUANJJJJES: CUT= 2938 CY FILL= 8 CY NET = 2930 CY (CUT) RESERVOIR: SURFACE AREA: 0.21 AC CAPACITY: 1.2 AC-FT DRAINAGE AREA: 57.1 AC EMERGENCV SPILLWAY: WIDTH: 5 FT SIDE SLOPES: 2H: 1V FREEBOARD: 1.5 FT OUil..ET DRAIN: TYPE: ORIFICE SIZE: 24 INCHES LOCAJJON: NW CORNER D PLAN VIEW EROSION LOG FONTS A MUST BE HIGHER THAN POINT B SECJJQN P-D A D D A D D D D D D USE 2 PltE STNCES 1 1 12• IC 1 112• x 12"' AT Ml. ~ON LOG ENDS OR JoiHIS, GrnERWISE USE A STll<E E-;ERY 24 IN. l/lO CONTINUE 10 ALTERNATE OREITIJION THROUGHOUT THE LENGrn OF THE EROSION UJG. EROSION LOG DETAIL PITCH INSTALLATION 90" BEND EL 46.7:i ADS-N12 N.T.S. 90° BENO EL JS.SO EL "41.30 ADS-N12 12• ORIEJCE DETAIL N.T.S. 1 e• ORIEJCE QETAIL N.T.S. 1• TO 2" CRUSHED ROCK SEDIMENTATION BASIN (TYP) N.T.S. SPILLWAY DETAIL N.T.S. EMBAN<MENT MA. lERIAL TIP. --5710--EXISTING SURVEYED 5' CONTOUR EXISTING SURVEYED 1' CONTOUR ®1 SD @> EXISTING CULVERT (INLET AND CUTI.ET PROTECTION) ICF ® SILT CONTROL FENCE ~'~ STRAW BALES ~ DRAINAGE FLOW PAlH ~ RIP RAP ~ ASBUILT WATER SURFACE m w 0 ti: ' M Cl N ' - ci -z • (.J z - ~o wU z~ <( z 0 :J 'o ~u 0:: 0 w .J row Z-W !L. Ul 0:: <( <( I~ Ol g ~ - N z 0 0 0 --' ' N (!) --' ' -M M '1 ra .J >z o -c:C a:: c .J ... m IL z ffi ~ 0 I-z u a:: -z :Jc 0 0 <C -u a:: en a:: ~ 0 I.LI c a:: >z w ::! 0 :i: Cl> IL ... ~ - (.) ~ -5 PROJECT NO. 2071059.00 6 '1 0 MCll ~ ~);! ~ ~~~~ ils~ . ~a Q 6270.5 ~ ~ 6271.27 I '" OUTSIDE SHOULD~ OF BACK OF CUL-DE-SAC ST~= 7+1l5.72 ELEV.= 6571.27 "I I <I~ + 6271.1 ..., 0 g 827l.?8 I I I I \ I ~-~ --(') 0 . >z \ R'7'7~.9 8273.33 ~I 8274.6 81 8274.25 6275.4 6274.18 ~I 6275.o g I 6273.28 6272.7 6272.29 \t \ r. -I > ~r . ·' .. (11 ~ .... ~ (11 q \ ~ I CENTER CUL-DE-SAC 1 P'll STA = ~+63.72 "' P'll ELEV = 8272.91 \ !!! ·1 EVC5: 8+e2.50 ... E'ICE: 8272.95 I ~ '!" i\ , II)> 11 - I I !i ~ I ~~ J '"fl b I I EYCS: 4+~0 I EVCE: 6272.48 'J I I ~Cl)~ a ii! ::tJ I I I. § 1~ ~ '" """' :::0 ~g ----+--Pio M 'I '.'J..... L~J~!i!~~-t--t--;r r I\) ,.!.! rrn .... 6269.7 6 6271.64 0 ~~ ~ !il !il El 6268.7 tt:.t./l.W !f I 6269.9 g I 8271.84 6270.9 8272.68 I I _!\,~ z.,.. ~.t I O;e: I "'"' U, \ 'ii~ I ;" _,g ~§ I I I I \ 1 \ l I eves: 2+?0 i I BVCE: 8272.48 l ' \ ::c ;!; -~ "ti ~ =' "ll "ll "11 SQQ _,, ;;ai;?"ITI zZ lll !" i;; ~ .... .... • II II'<>~'" & l:;l II II>~ • I °' ~ t;!J'N(ll 11 11 .. .. + -<n "' (II "' :....Ol+N m " " pi~ lll ~ ,.... ,....o "ti 0 "' ::!i:: ""U-= -a :S "ti Q !:l "" ?" ~ "' Q ~ 0 c --tz • 11· >-llTI & <n II II UJJ;; a""' II -I~ < o· oo,.> C"l o8!::J+ 11 II pg~~ ;!; "' :::! o& "' "' -. . . mCI) o ~~s; ~ .. 0 S!+~ !!18 r ~a~ ~~§ ~~ ::tJ ~+-I ;~ i3J ~)> ~ \ \ ~ ~~~~ m~ -ic:::j> zcm:i! O:i!OfTI ~r 0:::1 OUJ::::l>l'T'I ~ Ac 0 n oCCi5~ -icfflr IC::o!ll"] lilo oz~-<> ~~oo -cor,-, z :x:r o "'(!;~~ ~"' ~8'":!lrno~~ • ~(/)~ ""U~ L:S:::::U~' ~Oo ~I 6273.9 g I 8273.68 8274.9 8274.68 g ~ z ., ~ ~ I~ I~ 11 ~ ,\ ~ ~ EDGE O~ QUICKSILVER WAY ~ P'll 1>fA = 1+24 ~ t P'll ElEV = 6275.20 ~b!-i OUTSIDE EDGE OF QUICKSILVER WAY -STA.-1+00.00 + 6275.5 I I ELEV.= 6571.27 8 6275.48 ~ ~ ~ I~ g ~ ~ ~ ... > o~ :::uc: o-ul"'lo:i!""O:zz r~om ~~ ~~~Bf"Tl~c:Ul -<c:'" >o o-o ~-=Jo :::U -I r Z ITI Z ITI tn--1 , Z , UJ(l)Z cnC'TI > ~ -0 .... "' >(/) en "'Tlm::::;C:>-<C: z::C o-_J::::1 z ::!!0 fTI > :;;u~or~:S::c rri ITI n -<z3 >l'T'I 6~""" n ::!! Ylrri>~:;:o o'"::: £ l!!Sfl>.!"~· !ll O .._ c b z c:oO ~~d ~ 5:I!0 ~~:i!~ -iO;o o'"cnui mo -<~ ~ >oo:i::!l"'c: ;;;gZ:i! ;:u :::l~~~~z::::I o>-rr1 ::!l o :::;;!c'Tlc (!;~ill '"5 ~~8:...h£i'l '°> oo>-IS"'"' ~~c 8 ,..d=1~~~::c coCJJ c::::oOzoo> wzrrl ~ :::l-1~ozZ~ ;go~ :::( Co --1U>"'1J ~~~ :;:o &Jg~~z~~ ~-0 ""DZC;:u~o U>tllZ > :;;u};!zfTl:S::l"'l"'O >!~~ 0 (50"~.,,05 Zr> > ;:u-tZ z m--1 coF z >a"""' -<iTI ~--llTI 0 rl c Ccnc r. en o ~z i ;< ' '\ \ \ \\ ~ 0 ~!JJ ~0/1 I \ ~~le ~l/\1 ~J:?T.-~ \ / " I " \j \ 1ef -I// /y /\/ I \ I 6 v ~1'J 'I ,.,,......._ ~ h> ~ li'.4-r· / 1 . ; \ I \~ \ I I I I I t )~ .. \.,1y\~ \I '( \~ I I \ I I I ·~:1 ri ' I I "'--JI /i / 1 \t I \ I \ I fi I \ I ",.... I /I 1/ \ t: I \ I ~ II I ,ma~ .i1 I t I I { ~ \. \ /~i 1 1 \ t : i' \ ~ Y\ f ., 11111 1 I I ,.... I \ 'D<f>"'1 11 /JJ I \ t : I < N \ \ /Tt"IJ~I (l 1/11 \ t : I I "'--1. :/! \I : t__-/ / / g/f"~"""'IJJ I ,/ l i I __, __, ~ / / lr~UP · /', · r ~ti :I / 1 1/11 1 1 t: : I ,,/ r / ,f~\,ifl /// I I ,,/ / l~IJ"I ~1 11 I I I t~i r-i 1 // / / / r "',1 11/~t 1 1 1 / / """''" ~~A ;.t 11 v II : : / I / b.f\l U~. I/.' ,1 i/\1 1 // // I -,__I I I ,..../j / I/ ti I I ,,/ .-// d I ~ - T.>"-<l.(1 1 / I L --_t_1-+ I I t / --___-/ / 'I· t I I /'( --~llr'-'" .'\ I I ~ / -- I I I "' t I I_.........-// - rr 1 _,_ -t t 1 1 /i / -------- Il?<l:>Vl i 1 ~ 1 t 1-1 : :, rg~J~ 1 1 ~1 \ ------- · I~/ ,-J _ 1 1\ \1 r ~~ ,,/ ~\ -----I 1 \1 ~I J 1 1 1 t£ // r r-_ · ) \i Jl"1 1 r r-.&l CN I 11 I ~~ ~ I I :\ \i 1\ I\ I /' ;;:· r;; "--..._ j I\ I \ . J I \ I 1~i ~ I I\\ JI I \ \ ( ..--,_,,,, r 1 r \_ ~~ . " 11 • "n-tftPt~, lJf_!J/ I JI ' "" \i i ( \ \ 'llM>~J "~'"· ~j~ 11 .-: ~\ h \ \ \ \ \ 1l 1 '"'1 1..;1 1~\I \ \ \\ '\ t ,,.,......, t r' \ rii I \ I I I 2 It I I' {\I \ \ \ \ I :I I '-J \ \ \ \ 1 11 11 ) I I \ \I\ \ \ \ \ i 0 I ~ I ~ " II \ j \ \\ \ \ I 1} ~ ,~ I " >--\ i \ \ \ I \ lj I " ~ i-' I ~' \ \ \ \ \ ,.,, 11 / 'I"-I ""' I \ ' ~\ \ \ \ \ I I ., I 11 \ I I "'! ~ I t \ \ \ I \ I ,,,,,_.,.,, 0 \ 1 \ I \ \ \ \ J 11 I I 1 I 11 \ I I \ I\ i \ \ \ \ ii \ I ~1 1 I I ~ I \ \ I \ I \ i lj \ \ \ ~ 11 \ . 'H · I ~ \ \ \ \ -,,____ i!lifiS I 11 I • I I \ \ ~~ ' ~ _I: 11 -I \: I I\ I \ I /1 \/I \ \ \ \ =----;''-• r>1 : \.1 \1/ A-\ \ \ i -~\ ~~' //r ! \ \ \ 4 !(~·i,/~' q \ I \ I \ \ \ \ 1 ,,...._,,.,,__,,g~~~' t,6~\~~jj/· \ \_~ \-j. ~ \ ~ w HASENBERG / DANIELS GARFIELD COUNTY, CO HIGH COUNTRY ENGINEERING, INC. l°RAWN?~o CHECKEu c r. NO.I DATE REVISION BY CALL UTILITY NOTIFICATION CENTER OF COLORADO N 'TI 0 :a ...... 0 -'-0 rn QUICKSILVER COURT SUBDIVISION QUICKSILVER COURT 14 INVERNESS DRIVE EAST, STE F· 120, ENGLEWOOD, CO 80 I 12 RON PHONE (303) 925-0544 FAX (303) 925-0547 DATE: 1 I 1/23/09 REVISED FOR FINAL PLANS. ORD 1·800·922·1987 ' 2 1/12/10 REVISEDFORFINALPLANS. ORD OR534·067001NMETRODENVER en o IO -I . z 0 0 0 . PLAN AND PROFILE 1517 BLAKE AVENUE, STE I 0 I, GLENWOOD SPRINGS, CO 8160 I 9/ I 3/08 PHONE (970) 945-8676 FAX (970) 945-2555 "'""'" ..----,.-, .... E; WWW.HCENG.COM PPRO.ASB • CALL 2"BUSINESS DAYS IN ADVANCE , 3 3/ 16/ 10 REVISED PER COUNTY COMMENTS. ORD BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF • UNDERGROUND MEMBER UTILITIES ---- LOT 1 ------- -- -::-1 '-- - _ ___, ------1111 111 1 I I I I I I EXISTING LOT 2 I I 1" PURCORE ~~""'1ff1 ~ LOT 2 I I I I PROPOSED UNDERGROUND ELEC"TRIC I I I l I EXISTING 1e" STORM SEWER I I EXISTING GAS _jl \L EXISTING 18" EXISTING OVERHEAD ELECTRIC ~~--·LEGEND>---~~ . . . . . . . . . -·-·-·-·-·-·-·-·-•. -:·-:· -:•;":..;:·-:· ::·-:· ;~· GRAVEL ROAD EXISTING CULVERT PROPOSED ROAD CENTERLINE PROPOSED LOT LINE ----UE---PROPOSED ELECTRIC AND TELEPHONE TRENCH ----v----1" WATER SERVICES EXISTING PRIVATE FlRE WATER LINE FOR USE BY LOTS ---6''\I--- PROPOSED EASEMENT PROPOSED BUILDING SEllBACK 100 I ~ 11 "'1: 11 I 1 I 1 I I 1 l I I I 1 I I 1 l I I I 1 I -- LOT 4 PROPOSED UNDERGROUND El..EC"TRIC EXISTING LOT 1 _J I _,..,....-1· PURCORE I /_WATER LI_N_E _ _ _ -~ _-~ _-_-~ _-~ ~ 1)1 IH4PHI EXISTING 18" STORM SEWER I I EXISTING (2) 1e:...· -r-~1 trrt1Titl I STORM SEWERS , EXISTING WELL WELL PUMP, METER VAULT, AND El.EClRIC SERVICE/METER TO SERVE LOTS 1, 2, AND 3 ALSO INSTAl..LED IS THE 1,000 GALLON STORAGE TAINK FOR LOT 3 (SEE SHEET 9 FOR DETAILS) . WELL PERMIT NO. 67567-F EXISTING HOUSE AND SEPTIC SYSTEM EXISTING LOT 3 1• PURECORE WATER LINE LOT 3 EXISTING 24" CM I STORM SEWER EXISTING 6" PVC __ ,_WATER LINE EXISTING UTILITY POLE (TYP) ....,.,, Cb' 0 GRAPHIC SCALE a 5C 100 200 I I I I ( IN FEET ) 1 inch -100 fl " I l ~ 400 I 4* PVC UTILITY CONDUIT EXISTING WEU.. WELL PUMP, WATER METER VAULT, AIND ELECTRIC SERVICE/METER TO SERVE LOTS 4 AIND 5 WELL PERMIT NO. 87585-F 4" PVC UTILITY CONDUIT EXISTING LOT 7 EXISTING 2" POND FlLL LINE r;;;--~,J,;-1" PURECORE FROM THE LOT 6/7 WELL WATER LINE I I I le\ LOT 7 I I I I EXISTING 1 e• STORM SEWER :~~~~ENT PROPOSED UNDERGROUND ELECTRIC I I I I I I I I NOJES; 1. 11HE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, 011HER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. 11HESE UTILITIES, AS SHO~. MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOVIN. IT IS 11HE RESPONSIBILITY OF 11HE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION TO BE PER GARFIELD COUNTY SPECIFICATIONS. 3. ALL UTILITIES, B011H UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE 11HROUGHOUT 11HE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. 11HE CONTRACTOR SHALL BE RESPONSIBLE AIND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION Of, SERVICES CAUSED BY 11HE CONSTRUCTION. 4. 11HE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO 11HE AREA Wll1HIN 11HE LIMITS SHOVIN ON 11HE PLANS. CONTRACTOR SHALL NOT OPERATE OUTSIDE 11HIS AREA Wll1HOUT 11HE PRIOR CONSENT OF 11HE PROPERTY O~ERS INVOLVED. 5. ANY DAMAGE TO PRIVATE PROPERTY BY 11HE CONTRACTOR OUTSIDE 11HESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY O~ER WILL BE 11HE RESPONSIBILITY Of 11HE CONTRACTOR. 6. EVERY LOT WILL HAVE A 1' PURE-CORE WATER SERVICE FROM 11HE WELL PUMP AND STUBED OUT Wll1HIN EACH LOT. WELL PUMPS WILL SERVE FUTURE 1000 GALLON WATER STORAGE TANKS AT EACH MAIN HOUSE TO BE CONSTRUCTED AND DESIGNED DURING BUILDING PERMIT. 7. 11HE SUBDIVSION IMPROVEMENT COST ESTIMATE ONLY INCLUDES 11HE PORTIONS OF 1" PURE-CORE PIPING NOT YET INSTALLED FlROM 11HE EXISTING METIER VAULTS TO 11HE LOT LINES OF 11HE LOTS TO BE SERVED. THIS INCLUDES PORTIONS OF 11HE LOT 4, 5, AND 6 WATER SERVICES. EXISTING 12" CMP STORM SEVER ------- LOT 5 I I ) L I ----------- DRY HYDRANT l (SEE SHEET 10 FOR DETAILS) PROPOSED LOT 8 1" PURECORE WATER SERVICE EXISTING 12" CMP STORM SEWER LOT 6 --- "' ~ 1Lt3 z ~ Za:Of: ~O<!l:J Qo r-w Cl ·Z§ 8~ <Xl ~ <w-o" z~O:a: -o Ol "' -<i:w IL ~ l;i ~(!):E"' i=_J I oO N:;; < ·w:E zUNz o~:r::w UlOl-:E i':IL 0) -t3:i"' Cl 0 • 0 oOz :Jo: 0 0 j::W Q ~ z>-u..::i ffiWWO :ii-<Xl 0 :i"'!:;:"' ,_Jz I ' _Jw -~ ~ii>~~ 6u f!l w w "' :Jmxo 0 < wZ u :i >-0 0 0 ID 0: 0: 0: 0 0 0 ~ ui I-z z UI UI ::E ::E ::E ui ::E 0 z 0 z u ~ u 0 ?:: a. ?:: Ui z .J z ~ <( :::J z :::J 0: 0 ii: 0 u u 0: 0: 0:: UI 0 UI a. u.. a. 0 0 0 UI UI UI Ul Ul Ul ~ ~ ~ 0:: 0: 0:: co 0 0 UI 0 -ti: ' ' ' M N «> 0 ---' ' ' Ol M ci z -N M ro 0 z 0 ' 0:: ~o o;r :::J ~o " 0:: -::E ' ~ !:! ...... u w j,j "' !( ~ ~ " u " ii: • N -u -~ -z 0 -ID ID 0 0 -0 u ~ ailll t!) c .... 0 '<f Cl Ill z ~~ 2: l!l ll:tb -a. '<f 0:: .J~ Ul Ol Cl!ii ca fJJ Zo o..., fJJ "'Pl ~!!:E ·-z ia~ z~~ ~ .... Ulll. Cl -.J z t!) w-r C)IOw Iii~ _ .... u -ro :c z -~ o~. fJJ 1-N ~'<f I ~Ol i-Ol ~ "'Iii ~8 WO "'" ~fl :ie I-ll:lll Zw CZ "'z z uiO ~o Ul :c UI :C :J UJD. ja. z 0 a: ~ ID u .... --'<f :c .. Ill - t!) -:c z 0 -(I) ->Z ~o cs~ wU ~ Q. z~ (I)~ <( z 0 :J It -'o :::> ::! ~u oi-0:: 0 w .J u :J row a:: a:: Z-w ll.. Lt.I ILi Ul 0:: ~ti <( <( I~ -< ~~ u -:::> cr PROJECT NO. 2071059.00 8 1" Lines To Individual-- Lot Boundaries ....... • .•. ,' :,;, • . : " . ' r . .. ·.·.• . .. • ..... ·. . . . . '!· • . . . NEMA 4R Control Po.net HAND/OFF/AUTO Cycle Meter 8. TIM er 5' DIAMETER ·.~ : .. : .· " . " . .· ·~ .... ·.i. ·. ... .•. Co.sing a. t lea.st 12 In. o.loove gro.cle Slope flno.l gro.cle 20' Min. 2/. Slope ... ... . .. . . .. ~--. . . ti ~-. . .. . . _ ........ ~ ........... .. ·. .. . . ~ A . • Electrlco.l co.lole In conclult to control o.nel .• .. ·. · ... ... Electric co.lole to puMp Connection to 1' PVC line ~ to Meter pit Pressure line Torque stop Co.sing SuloMerslble puMp _ _,...- G •. ' : ... ·.~· .... •. : .. .; .. • • : ... ....... Space For Additional Meter Setup If Fourth Lot Is To Be Served 1' Line From Central Well 60" l.D. PRECAST CONCRETE VAULT TYPICAL PLAN VIEW NOT TO SCALE So.nlto.ry well seo.l ,,.,,---wl go.lv. steel vent / pipe o.nd 24 Mesh loro.ss bug screen ' " 2/. Slope . ~ •' 4 .. ".'. ..• ~· .. ~ . . . .d ... . . · .. ,,. · ... : Holcl-clown pipe Electrlco.l co.lole to.ped to drop pipe every 10' Concrete Po.cl 4'X4'X4' (Min.) Centered on 'w' ell Fence surrounding well heo.d for protection Mo.o.ss Pltless Aclo.ptor J68-15 6' cllo. 1 1/2' 'w'o. ter Outlet 8. Drop Pipe Check vo.lve So.fety co.lo le Approved Grout -40' Min. WELL HEAD TYPICAL DETAIL NOT TO SCALE ® © ® ® ® ® KEY 1· SCH 40 PVC BALL VALVE 1" DOLE FLOW CONTROL VALVE -SIZED BY DIVIDING WELL YIELD BY NO. OF LOTS SERVED 1" TOTALIZING FLOW METER WITH 1 PAIR INSULATED 18 GA. OR LARGER WIRE TO ECR REMOTE IN ACCESSABLE LOCATION AT SURFACE 1" SCH 40 PVC ELBOW 2" X 1" SCH 40 PVC TEE 1" X 1" SCH 40 PVC TEE Power Supply From House To Pump -~ 3/4" Line Out To House Manhole Accessible By Fire Pump Truck Snorkle Pump Start Float 1000 Gallon Storage Tonk --AWWA Approved Float Valve 2 Pair, 16 Ga., Sheilded, Jacketed Control Wire To Well 1" Line In From Meter Vault 1..---Pressure Pump In Storage Tank Or In House Controled By Pressure Switch TYPICAL 1,000 WATER SUPPLY TANK NOT TO SCALE To Be Constructed And Maintained By Homeowner Curbstop To Be Located At Property Line 1,000 Gallon Storage Tank See Detail Figure 4 Residence Pressure Tank with Pressure Switch 1" SCH 40 PVC To Be Constructed And Maintained By Developer (Including Curbstop) ~ "' 0 " 0 ~ ·~ c:: L. " :5 0 ~ d 0 g: (I) , 2 Pair 16 Ga Shielded Jacketed J ==~ 1 " SCH 40 PVC ..)_....::::I Power Supply To Pressure Pump Pressure Pump In Tank Or In House Controled By Pressure Switch Central Well and NEMA 4R Control Panel See Detail Figure 2 Meter Vault See Detail Figure 3 TYPICAL SHARED WELL SYSTEM SCHEMATIC NOT TO SCALE UJ "' lJ u. 13 z ~ Za:Of: ~O<!l:J Qo r-w Cl ·Z§ 8~ <Xl ~ <w-o" z~O:a: -o Ol "' -<w u. -l;i ~(!)lE"' i=_J I oO N:;; < ·w:E zll Nz o~:r::w UlOl-lE i':u. Ol -t3:i"' Cl 0 ' 0 oOz :Jo: 0 0 -ui 0" z>-u..::i I-"' ffiWWO :i~ <Xl 0 :ill'.!:("' ...Jw I ' ~ii>~~ 6u-~ w w [)'. :Jmxo 0 < wZ lJ :i >-0 0 ID 0: 0: 0 0 0 ui I-ii: z < UJ z w ~ lJ ~ CJ) 0 z "l u .J 0 ~ ~ Ui ~ 0 w :i "' 0 0: < u J: CJ) (]'. "' UJ "' a. 0 0 u. 0 UJ w Cf) ~ ~ "' (]'. 0 0 UJ -ti: ' ' N (0 0 --' ' l'l ci -N z ro Cl ~~ 0 a. ' (]'. aJ ~ ~Cl 0 (]'. N ' !:! ~ .. ro u "' ~ 0 u • u z -~ t!) z -0:: fJJ fJJ z -t!) z fJJ ~ ..... z :J 0 u :c t!) -:c ~o wU z~ <( z 0 :J 'o ~u 0:: 0 w .J row Z-W ll.. Ul 0:: <( <( I~ w w !( ~ " ii: N --~ -0 -(I) (I) 0 0 0 0 c .... ailll 0 '<f Cl Ill ~~ 2: l!l ll:tb a. '<f .J~ Ul Ol Cl!ii ca Zo o..., "'Pl ~!!:E ·-ia~ z~~ ~ .... 1'111. (!) .J z w-r Cl IO Ill Iii~ ..... u -ro :c i-:-~ o~. ~~ ~'<f I J-Ol "'Iii ~8 WO "'" ~fl :ie a:w Zw CZ Wz uiO ~o Ul :c "':c WO. ja. z a: ~ ID .... --'<f Ill -- PROJECT NO. 2071059.00 9 50 /--- NQJES; 1. TI-IE FIRE DISTRICT HAS APPROVED DRY HYDRANT DESIGN TO COMPLY WITI-1 TI-IE TRUCKS AVAILABLE. 2. QUICKSILVER COURT SUBDIVISION HOME OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTAINING DRY HYDRANT AND IRRIGATION/FIRE PROTECTION POND. 3. TI-IE ENGINEER/INSPECTOR AND A FIRE DEPARTMENT REPRESENTATIVE MUST BE 5. TI-IE SYSTEM MEETS NFPA 22 DESIGN STANDARDS. 6. TI-IRUST BLOCK REQUIRED AT 45 DEGREE ELBOW. 7. 10' MINIMUM OF CLEAR ZONE REQUIRED AROUND DRY HYDRANT. 8. FIRE ACCESS ROAD MUST BE MAINTAINED AND INSPECTED PERIODICALLY. 9. FIRE ACCESS ROAD SNOW REMOVAL MUST BE PERFORMED FOLLOWING ANY STORM DROPPING MORE TI-IAN 1' OF SNOW. TI-llS ROAD SHOULD BE A PRIORITY TO TI-IE HOA. 10. MAINTENANCE OF DRY HYDRANT AND VALVING PER NFPA 25 STANDARDS. MAINTENANCE RECORDS SHALL BE MAINTAINED BY THE OWNER FOR TI-IREE YEARS. 11. TI-IE FIRE DISTRICT SHALL SCHEDULE AN ANNUAL FUNCTINAL TEST OF THE SYSTEM WITH TI-IE OWNER OR ENGINEER. 12. STRAINER SHALL HAVE A MINIMUM OF 257, 1" DIAMETER HOLES. 13. VERTICAL DISTANCE FROM STRAINER INVERT TO HYDRANT CONNECTION SHALL SH ALL NOT EXCEED 17FT. MUEil.ER SUPER CENlURION 250 DRY BARREL (A-423) OR KEN~Y (1<810) DRY BARREL. ARE HYDRAHT PER ASPEN ARE PR01EC'T10N DISTii DE'TENTll>t LEYEL MAX 6241.1'~ PUMPING LEYEL 8238.;5' 6" GATE VALVE _ _l_ ___ Mll~lER~L (YEAR~~ W/kEY I~ YOLUWE'11oe,2.51 GAU.ON.!.._ ______ ~ T._ _ 1 ~ FREEZE DEPTH -=i-- WLUME 134,303 GALLONS STRAINER I: MINt 2° MIN. VOLUME f --1---FLAPPER u I 40,000 GAU.ON WLUME 80,688 GALLONS - - L - --'l.::.•·""1..L.""" 0-7D' r PIPE (W/ APPROVAL FROM FIRE MARSHALL) 1S FAU. Fl' C-900 PVC OR DIP DRY HYDRANT DETAIL N.T.S. GRAPHIC SCALE ~ o m ~ ~ El.EV. 8243.44 CEN'IERUNE OF' PUMP ON ARE TRUCK El.EV. 8245,.14 H'l'DRANT DRAIN PIT, aJEIC FT. OF 1-1/2'" WASHED ROCK ,....-----... '\ '\!4\ -.: cmY -----UNE SIZExr REDUCER 180 r::.'.::-:.:-•:-1-1--1----I Tuble 12.1 Summary of Valves , Valve Compone n ts, mid Trim Ins p ection, Tes ting, and Maintenance Con trol Valves Sealed Locked T a n1pcr S\\'itc}1c s Alarm Valves E x terior Inte rio r Ite m Strain e rs, fil te rs, orifi ces Check Valve s Inte ri o r Pre aclion/Deh•ge Valv e s Enclosure (during cold weath €r ) Ex t erio r In te rior Stra iners, fi lte rs; C}r i fi c c s Dry P ipe Valves/ Quic k-Op en ing D e vi ces E ndosu re (d u r ing col d we a ther) l!~x l c ri o r hllc rio r Str<1 in c r s 1 fi lte rs , orifi ces Pressnre Redncing and Relief Valves Sprin kie r sys t e m s I-I(1sc c<J1111ectiol1s Hose racks !'ire pnrnps Casing relief valves I>rcss11re relief valves Backflow Prevention Assemblies Red uccd p re~s u re Reduced pressure detectors Fire Department Connections I Main Drains Water-Flow Alarms Control Valves Posirio11 Operation Supc•-visoiy Preaction/Deluge Valves I.)rj n1i11g \Va ter [~OVl air JJl"CSSLlrC alar1ns Fnll flow Dry Pipe Valves/ Quick-Opening Devices Primjng ,,~aler Lo"\\' air pressure alar1n Quick-opening rlcvices Trip test Full flow trip test Pressure Reducii1g and Relief Valves Sprinkler systems Circulation relief Pressure relief valves Hose connections Hose racks Backflow Prevention Assemblies Control Valves Prcaction/Dclugc Valves Dry Pipe Valves/ Quick-Opening Devices Ac tivi ty Insp ec t ion I 1ispecti o n I nspec tion Inspectio n I nspect ion Inspec t io n Inspec c.i o n I ns pe cti o n I nsp ec tion lri s pectio n In s11f'c ti on Inspec tion 1 nspection Inspection Inspection I nspection Inspection Inspection Inspection Inspection Inspenion Inspection Inspection Test Test Test "'fest Test Tem Test Test Test Te,t Test Test Test Test Test Test Test Test Test .\iaintcnancc Maintenance 1VI:ai11ter)a11ce F requ ency Weekly M o mhly M o nth ly M on thly 5 years 5 yeat·s 5 years Da ily/weekly M o n th ly A nmrally /5 ye ar;; 5 year s Da lly/wee kly l\·lomh ly An n ually 5 years Q nanerly Quarterly Quarterly Weekly \.Veekly Weeklr/monthly Wed ly/ month Iy Quarterly AnnuaHy I quarterly Quarterly Annuallv Annually Se.rnian nuo l ly Quarterly Quarterly A1111~1allv ' Quarterly Quarter!)' Quarterly Annually 3 years 5 years Annually Annually 5ycars 5 years Annually Annually Annually Annually ( IN FEET ) 1 inch = 40 ft. ---5710---EXISTING SURI/EYED 5' CONTOUR EXISTING SURI/EYED 1' CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED CULVERT l>-l --«DSD----4 Re f e rence 12.3.2.1 1 2 .3 .2.l.l 12.3.2. l. l 1 2.4.l .l 12 .4.l.2 12.4.L2 12.4.2. l 1 24 3.1 1 2 .4-3 .1.6 12.4.3.1.7 12.4.3.l.8 1 2 .4.4 .l.l 12.4.4_1-4 12A .1 _1r, 12.4 .4-1 .6 1 2.5.L l 12.5.2. l 12.5.3.1 12.5.6.l, 12.5.G.1.I 12.5.6.2, 12.5.6.2. I 12.6.l 12.6.1 12.7. l 12.2.6, J2.2.6.!, 12.3.:J.4 12.2.7 12.3.3.1 12.3.3.1 12.3.3.5 12.4.3.2.l 12.4_3.2 l 0 12.4.3.2.2 12.'l.4.2. I 12.4.4.2.6 12.4.-1.2.4 12.4.4.2.2 12.4.4.2,2 2 12.5.1.2 12.5.6.1.2 12.5.6.2_2 12_5 2_2 12.5.3.2 12.6.2 12.3.4 12.4.3_3.2 12.4.'l.3.2 PROPOSED RIPRAP PROPOSED GRAVEL ROAD "' ~ 1Lt3 z ~ Za:Of: ~O<!l:J Qo r-w Cl -Z§ 8~ <Xl ~ <w-o" z~O:a: -o Ol "' -<w IL ~ l;i i=_J I oO N:;; ~(!)lE"' < -w:E zUNz o~:r::w UlOl--lE i':IL 0) -0 • 0 :Jo: 0 0 t3:i"' Cl oOz j::W Q ~ :ii--<Xl 0 z>-u..::i ffiWWO ,_Jz I ' _Jw -~ :iO:!:(n'. ~ii>~~ 6u f!l w w :Jmxo (!'. 0 < wZ u :i >-0 0 0 0 ID 0: 0: 0: 0: 0 0 0 0 ui ~ 1-- z w z t;j ::;; w ::;; ~ U) 0 ui ~ z u z 0 z '.5 f-'.5 u u 0 ti'. ?:: a. a. Ui f-..J U) ..J z ~ < Ci < :i z z 0 0: w ii: ii: (!'. u 0: Li: c:: 0: 0 (!'. 0 w lL w lL a. 0 D.. 0 0 w a w w U) w (/) (/) U) ~ > ~ > w w 0: (!'. 0: 0: m Ol 0 0 w 0 Q --ti: ' ' ' M -N (!) 0 N ~ --' ' ' ---M ci -N M M z ro z Cl ~~ 0 5 ' 0: ro D.. ~o " 0: N w !:! ~ u "' ~ " u • (.J z - ~o wU z~ <z 0 :J 'o ~u 0:: 0 w .J row Z-W ll.. Ul 0:: <( <( I~ ' .. ro w !( " z 0 -2l z ~~ ~ D. :J z mo .... _ a:: 1- ::JU 0 II.I (J l- a:: 0 I.LI a:: > D. ::! II.I en a:: ~(J l.L. -5 "' ii: j,j ~ ii: PROJECT NO. 2071059.00 10 >---------10• PUBLIC UTILITY EASBIENT------------------------------------------------------40' RIGHT-OF-WAY-----------------------------------------------+--------1 O' PUBLIC UTILITY EASBIENT EXACT LOCATION OF SEDIMENT FENCE STAKED IN lHE FIELD BY lliE ENGINEER. 5 FEET SECURE TOP EDGE OF FILTER CLOlH TO FENCE FILTER CLOlH BURY TRAILING EDGE OF FILTER CLOlH IN TRENCH A MINIMUM OF 6". POST ,_1 ••--10' (APPROX.) ---i POST FILTER CLOlH u ® u MATERIALS FOR FILTER CLOlH FENCE SHALL CONSIST OF STANDARD WOVEN LIVE-STOCK WIRE, A MINIMUM OF 36" IN HEIGHT, A MINIMUM OF 14-GAGE 'MRE, 'MlH A MAXIMUM MESH SPACING OF 6 "; POSTS SHALL BE EllliER WOOD OR STEEL, MINIMUM L.ENGlH OF 5'. SEDIMENT CONTROL FENCE N.T.S. - EXISTING ROAD SURFACE 3% SLOPE NOTE: TOPSOIL WAS STRIPPED AND SUBGRADE WAS SC~RIFIED AND RECOMPACTIO TO A MINIMUM DEPlH OF 12 TO 95% STANDARD PROCTOR D D D D 1 .. D FLOW D 15' .1 ~l EMBEDDED 4• TO a• D D SEDIMENTATION CONTROL HAY CHECK PAM N.T.S. 'E_ 3" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR OVER 7" -3" MINUS PITRUN COMPACTED TO 95% STANDARD PROCTOR QUICKSILVER COURT N.T.S. ----.._ ---.. -~ ~ ---- Q 3% SLOPE NOTE: QUICKSILVER COURT WAS CONSTRUCTED, INSPECTED, AND APPROVED BETWEEN PRELIMINARY AND FINAL PLAT SUBMITIALS. RIP-RAP ~., INST ALL FlLARED END SECTION ~ ® culVERT INLET N.T.S. INSTALL FlLARED END SECTION RIP-RAP CULVERT OUTLET N.T.S. ~ "' ~ 1Lt3 z ~ Za:Of: ~O<!l:J Qo r-w Cl ·Z§ 8~ <Xl ~ <w-o" z~O:a: -o Ol "' -<i:w IL ~ l;i ~(!):E"' i=_J I oO N:;; < ·w:E zUNz o~:r::w UlOl-:E i':IL 0) -t3:i"' Cl 0 • 0 oOz :Jo: 0 0 j::W Q ~ z>-u..::i ffiWWO :ii-<Xl 0 :i"'!:;:"' ,_Jz I ' _Jw -~ ~ii>~~ 6u f!l w w "' :Jmxo 0 < wZ u :i >-0 0 0 ID 0: 0: 0: 0 0 0 ui I-z w ::E ui ::E z 0 z '.5 u 0 ~ Ui [L ..J z ~ <l; :J z t;j 0 0: G: u 0: Ul 0:: 0 z w lL '.5 [L 0 0 w [L w Ul ~ Ul ~ ~ 0:: ii: 0:: m 0 0 w 0 -ti: ' ' ' M N «> 0 N --' ' ' M ci -N M z ro 0 z 0 ' I- 0:: ~o ro w ~o " 0:: N 0 ' !:! ~ .. ro u "' ~ " u • u z -~ t!) z -0:: fJJ fJJ z -t!) z fJJ ~ I-z :J 0 u :c t!) -:c ~o wU z~ <( z 0 :J 'o ~u 0:: 0 w .J row Z-W !L. Ul 0:: <( <( I~ w j,j !( ~ " ii: N --~ -0 -ID ID 0 0 0 u ailll c .... 0 '<f Cl Ill ~~ 2: l!l ll:tb D. '<f ..J~ Ul Ol Cl!ii ca Zo o..., lll Pl ~!!:E ·-ia~ z~~ ~ .... III 11. Cl ..I z III '<f C)IOw Iii~ ..... u -ro :c -~ o~. 1-N ~'<f I ~Ol i-Ol III Iii ~8 IIIO III" ~fl :ie 11:111 Z111 CZ III z uiO ~o Ul :c III :C III D. ja. z a: ~ ID .... --'<f Ill .. - PROJECT NO. 2071059.00 1 1