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HomeMy WebLinkAboutConditions and CorrespondencePatrick Maley | 970.309.71553098 Meadowview Lane, Basalt, CO 81621AccountDescriptionOct18 202233 St Finnbar Road - Pond GonstructionNotes170160150140130120110100Builder's Risk lnsuranceContractor LiabilifuSuoervison and Proiect ManaoementUse TaxesBuildinq PermitProiect SurvevinqC¡v¡l Eno¡neers. ConsultantsArchitect2.0002.0003.000002,00000AllowanceAllowanceAllowanceBv OwnerBv OwnerAllowanceAll Consultants Bv OwnerBv OwnerDivision I Total9.000270260250240230220210200LandscaÞe lnstall - Sod and Grasses-andscaÞe lnstall - Trees and ScrubslrrioationToosoilLandscapinqFinal qradelmoort - Export SoilsMob¡lize and Excavate PondEros¡on Control and Dust Control15.00012.00015.00006,00025,00075.0004.000Allowance - Gountv AÞÞroved Drouqht Tolerant GrassesAllowanceAllowanceOnsiteAllowanceAllowanceAllowance - Excãvate PondAllowance - Silt FenceDivision 2 Totalr52,00016,100Contractors Fee 10%Preliminary Budget1 MOUNT¡TIN EROSS ENGINEERING. TNE. Civil and Environmenlal Consulling and Design October 26,2022 Mr. John Plano Garfield County Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Switzer Pond - Grading Permit: GRAD'10-22-7877 Dear John: This offîce has reviewed the documents provided for the Switzer Pond Grading Permit application. The submittal was found to be thorough and well organized. The review generated the following comments: 1. The Applicant proposes to fill the pond with groundwater. This will essentially create a well, require permitting, point of diversion, augmentation, and water rights. The Applicant should provide evidence of sufficient water rights to support the proposed pond. 2. The plans show that the pond will have the ability to have flow through from an irrigation pipe. The Applicant will need to provide evidence of shares or water rights of the irrigation ditch to be used. The Applicant will need to show that evaporation and ponds are listed as approved beneficial uses of the irrigation water. The Augmentation Plan of the irrigation ditch may need to be revised to support the use. 3. The Applicant should provide sizing calculations for the design of the conveyances into and out of the pond. Construction details of pipes and ditches should be provided. 4. The Applicant should provide a geotechnical report showing evidence that the site subsoils support the proposed design. 5. The geotechnical engineer should evaluate and address if there are any concerns with the pond being unlined. There are existing and proposed structures that will be located near the pond and may suffer damage from a saturated foundation, including the sewer lift station where buoyancy concems should be evaluated. 6. The Applicant should explain construction methods. Clearly ground water is anticipated so the construction means and methods should be explained. Permitting may be required for dewatering from excavation, pumping, and/or dredging. 7. The Applicant should explain what is to be done with excavated materials. Floodplains are located in the area and placement of fill in floodplains would require additional permitting. 8. The plans show that the proposed truck turnaround trespasses on Lot 6. The Applicant should provide evidence of permission from the Owner of Lot 6. 9. The plans show construction of a berm and grading in a utility easement. Since the sewer lift station is nearby, it is assumed that the utility within the easement is a sewer line. The 826'/zGrand Avenue, Glenwood Springs, CO 81601 P: 970.945.5 544 F : 97 0.945.5558 www. mountaincross-eng'com Switzer Pond PryeZ of 2 October,2022 Applicant should provide evidence of permission from the management of the sewer utility and pump station that the proposed construction would cause no damage to the utility. 10. The Applicant should provide a wetland delineation and./or evidence that no wetlands exist in thc arca proposcd to bc disturbcd. Additional permitting may be necessary. Feel foee to call if you have any questions or comments. Sincerely, Mountain Cross Engineering, Inc. Chris Hale, PE Mountain Cross Engineering. lnc. Civll and Envlronmental Gonsultlng and Deslgn 826l"Grand Avenue, Glenwood Springs, CO 81601 P: 970.945.5544 F; 97 O.945.5558 www.mountaincross-eng.com John Plano From: Subiect: Attachments: Sent: To: Cc: Richard Camp < richard.rcla@gmail'com > Thursday, December 1,202212:49 PM John Plano Mountain Cross Engineering, lnc.; Ted White;Thomas Zancanella; Todd Smith; HP Geotech; Maley Patrick; Erik Hendrix;Tracy Switzer; Switzer Cari Fwd: Switzer Pond Plat-lrrigation Revision 3-21-O7.pdf;20220214 Executed Copy of BWCD Contract No 7y4.pdf; Deeds.pdf; L-5 St Finnbar Farms Geotechnical Report.pdf; 33 St.Finnbar Farms Road-To po 1 0.1 1 .2021 .pdf; Switzer L- 1 .2 Layout Plan 20221 1 23.pdf ï sor. people who received this message don't often get email from richard.rcla@gmail.com. Learn why this is important ¡ Hi John: I hope you are well and enjoying your new position with Garfield County. Your knowledge and expertise will be sorely missed at the Town of Carbondale. The following is in response to Chris Hale's and Ted white's concerns regarding the pond proposed for the switzer resídence at St. Finnbar Farms. I have been spearheading this Grading Permít Application for the Switzer's and Erik Hendrick is the Architect on record for their original Building Permit. Please see my responses in red to numbers 4 through 9 below. ln the first attachment, Thomas Zancanella has responded to numbers 1 through 3 of Chris's letter. I have included all of the parties involved so you can reach out to any of them directly if you need any further clarification. Please contact me if you have any other questions or comments Rich #4. See the attached geotechnical report. #5. See the attached response from geotechnical engineer, Dan Hardin of Kumar and Assoc. lnc., attached below. #6. pond construction method: The contractor is proposing to dig the pond without de-watering. He will begin digging in the middle of the pond area and work his way out to the outside edge. The ground water will remain in the pond area. The Geotechnical Engineer, Dan Hardin, has approved this method in his email response attached below. #7. The removed topsoil will be used on site for finish grade. Any remaining structural material will be loaded directly orrto clutrip trucks arrd hauled off site to other construction sites. #g. see the attached survey that shows the existing road crossing the property line on Lot-6. The plan will not change the road on the adjacent ProPertY. #9. The bottom of the sewer line was measured at 8'-0" deep. There will be no fillon top of the sewer line. See the attached plan L-1.2 #10. The edge of the wetland was flagged, on site, by Steve Dahmer, of Environmental Solutions' The flags were then surveyed by True North Colorado. See the attached survey showing the wetland delineation that was directly incorporated into my Plan. 1 ?ætorae'TÞ At*.¿.' cl"o.t5 1 Response: The pond has a separate Area Basalt District Contract, that provides for pond evaporation (attached BWCD contract). The pond will act as head stabilization for the pump system for use of the water rights from the Middle Ditch. 2 Response: It is our understanding that St Finbarr acquired 27 /38 of the original 5.0 cfs in the Middle Ditch 3.55 split between lots 1-5 or O.7L cfs for each lot. Assuming they are diverting the full decree from Blue Creek. This water has been historically used for irrigation use on the property no change of use is proposed' (see attached deeds) 3 Response: A i.0 inch pipe should be adequate to convey their share of the Middle Ditch Call if you have questions. Ttro^os 4 Zuon*rrffla Thomas A Zancanella ¡ P.E. Office: 970.945.5700 |¡570379.2926 | Fax: 970.945.1253 taz@za-enqineerinq. com Zaneanella & Associaúes llrin. I Engineering Consultants '101 1 Grand Avenue I Glenwood Springs, CO 81601 4 Lots 1-5 and Lots 1 1- 13 r-\'i rurffil$$llH{il!,'$ll$$''I$il!r' : RECORDINC RÊQIJESTEÐ BY: \ryHTiN RECORDED RETIJRN TO: ChrisLaCroix Garûeld & Ìlecht, P.C. 6Ol Fastllyman Avmue Aspe4 Colorado 816l I QUITCII\IM DEAI' (lVatcr Rightr) THIS DEED is made ¿nd entered into February 4, 2002, by Roaring Fork Farq LLC, a Color¡do limited liability oompany f'GRÁl.lTOR') in favor of St. Finnba¡ Homeowners Associarioq Inc, a Colorado nonprofit corporalior¡ whose address is 32 Buttonball l¿ne, \À¡oston Connecticr¡t 06EE3 C13RAIITEE ). WfTNESSETH, that GRANTO& for good and valurble co¡sideratioq the rec€ipt and sufüciency of which are hereby acknowledgod, doos høeþ quitoleim to GRA¡.IIEE, its succersors and assigas forwer, all rigtrt, title and interest which GRAI.ITOR hss io aûd to âll res€rvoir üd reservoir storage rights, water and watø rights, ditch ¿nd ditch rights (including ditch rights to the lowor, Middle and Basin Ditthes), spring and spring rþhts and ground and ground \¡rst€r rigtüs gituate on, lying on, and/or being Eppurtentnt to, or used in connection with the lands being in the County ofGarñeld, St¿te ofColorado, legally described as: LÆts l-5 atrd Il-13 St. Finnbår Farm According to the Plat thereofrecorded January 9, 200t as Reception No. 574?3 I IN WITNESS \ryHEREOf, GRANTOR h¿s executed this instrument as of the dstÊ firct sel fortb rbove. LLC, a Colorado limit€d li&bility Manager [Acknowledgrnent on Following Page] tfi t0 Ilffi ilillllllllll lllllllil llllllllllilll llll fl|¡ndi{,ät11tzw2 t&ttt? !r32¡ Pllg ñ aLEDoRF 2 or 2 R 10.e0 0 0'@ 6ffi¡4'0 OOUI|TY C0 Stde of t-l íçt¿ ) ) ss. )County of The foregoing instrument wos aoknowledged before me this . I day ofFebruary 2002 by James Mindling, Manager of Roaring Fork Farrq LL,C, a Colorado limit€d liebility company. Witness my h¡nd and ofrci¿l seal. My commission expires:/s,1o,7 2 lots 6- 10 tlilLq!,|lllLtl!ull'Jltr,ut'llil|lrtulJilri-ir i i-tc.æ D o.ü ilFla! coufi oo RECORDING REQI'ESTED BY: I1ITTEN ASCORDEÐ RETIJRN TO: Chrbl¡Croix G¡rlicld & Hechl P.C. ú01 Br¡tHt¡t¡¡¡ Avcru¡c Arprn, Colorrdo 816l I Qutlcl,A¡lll DEED (lV.lcr ß¡3htt) THIS DEED i¡ ¡¡dq r¡d cntcrod into Fcbmry 4,2{xt2, by st Fimrbar tatd compen¡ r Colo¡¡do oorp¡¡tion CtRÂÌ.ITOR1 in f¡vor of St. Fi¡mb¡r Honcowneo ¡¡oci¡lio& Inc, r Colo¡rdo noripoñt coipor*io¡L s¡ho¡¡ sddrs¡ ir 32 Butt¡nbrll t.rne, Wcclo[ ConÍGctiü¡t 06883 (IÛR.ÀNTEE ). ïltITNESSETll, rhr GRAI.¡TOR" for good rnd valurblo coruidcratioq !ç,1ryip ma *rltldørcy of which aæ hcrcby rckmwlcdeû{ d€ë h¡¡EbI Ctñ{ún !9,C!4N'!E8' ilt *r"trrori rn¿ ."¡gnr forcvc,r, iu right" tilÈ tad intercst wffuh Gfu{t'lloR lus in ud to rll rãof .r,¡ t*8.vlir rtongc r¡gh¡¡, wucr c¡¡d wrtct righË, ditch and dlcb rigltb (¡nÊludi[g aitctr dghß ro üË r¡w¡r, ulø¡Jrn¿ Bacin Dhchcr), rp¡ing ¡¡d 6Pfiñ8 d8Dts. ürd gmund and groüd-wdcr righE silualo o& ly¡rr8 olr, ødlor boìag ¡Ppurtcnurt O, or ud ln connætio¡ with ilt l*¿r t.ingio thr Conty ofGrfcl4 St¡tc ofColondo, lcgdly dcscribd u l¡t¡ Ê10 St Finnb¡¡ F¡¡m Arcording lo thc Pl¡t tlacof ¡ccorded trmuy 9, 20{ll rs R*aplionNo. 574?31 lN WTNESS WflEnEOF, GR.AI.¡roR þr scqrtcd thir lnín¡uc¡{ ¡r of the d¡ta Í¡¡l æt fonh ùovc. Sl"aCotonrdo cuporúion Vicc Prc¡idcnt [Ackoo*ldgncnt on Foltowin8 Frgd 1t{ rþ !|$!l#,$!$"ülH!#!ffi ffi '!$ru St¡t! of e'l') ) ¡¡. )Cormyof åi Tftc fo¡E¡o¡nf iÉsunðt $'u lcltnowlcdgÊd bcf6! tîû thit ¡¿ d¡y of Fúrurt1' Ir¡¡sS Mlnd¡ntV¡ä P¡rr¡dcnt of St. F¡mbú ¡¡¡d Co¡çut¡ r Gobrado corporalion 1002 Ëy lYitncrr my hrul ¡nd o6cid ¡cd. My cornrnirion oçirc*j&,1p7 ? a .l 'Ol 1 2 @I0an HerdhRE: $wrtzer gradi¡g permitïq: ftich¡':d l":¡mrlsi.l FÉurd r çÈlrtB*tijlrt ll:rtt:: tl{11,:lr *r1 ::r! !r:,rl, :",i nrrlÁddtích¡rd,I woj¡d .ilþ.ct ¡rouüûrrtÊrto bG 4 to 5 fÊût bËlow thü ¡round suúrcr, wlr{ch mry bc c¡oiÊ to propo¡ad pond dantton,$ fett of dry. I ¡*¡ume thrrç *{ll bt æme lmponed ¡¡nd in tha 'þr¡ch" ¡r*r"It wlll lilcly !e I mlddv mcfl durtng (on$tructiaû, þut ¡hor¡ld bc ft¡¡iHr with ¡n oçqrienccd ç¡sc¡wtor.lf nç€dÊd, T,Ê ço¡¡ld look rt the por¡d cx¡v¡tion durlog sonstrucdon,Ilqnlel E. l{Erdln, P.E.hlncþolK*rf Kum¡n aAsoctAlts, lNc.uæ;, Fursnor¡ orYan$rcr¡asæCo4rñly Róod 15¡¡Glenwuod spdng5. Colorçdo 8léûlP: 197S1 1a5-7988,v,: t97q 3tf"?S2fO: [970] 3å¡-aå{3E: dhødh8kun¡øl,6q,ctrnsffi.ku¡nr:r'_f1$_Ëglïq.ûv.r 0nl I trk r | çaLþÉo Jtrlìff | ffi Cs*n I ClüHrod¡Frrtt I ¡wírtccr{tfCa€Lc*rl Eû¡lüflrlÐ I ÊrtlnËlrfrgCr*ry I eaß¡rrÊfÊnl.ollfi¡ l.r¡l! | Ërw¡amì.ãþl¡.rìrlc.rtxltbrrhfi hËùd Cam,û,"st*rri'l.,, *t i {; r{)t Åfl Herwonrn-P¡rvl¡r GuorgcmNrcel, fxc.5@ tro'¡d 15t Glcrrwood 6ptln¡9, CO tf6Û1 Fôrr970 9158¡54 Phonc 9flltlli-791E PRDTIMITiURY GEO1TÊTNICAL STTJDY PROPOSED RESID¿Î.IIIAL ÐBYELOPME¡{T ST. T'IìII\IBAR FARIII Sf,TBDTSTSION NORTH OF ROARIN TORK RTVER wEsr oF 100 RoaD, GARnELTI COIrNrr, COLOTADO JOB NO. 19r 483 AUGI¡ST 4,t998 PREPARED X'OR¡ ST. ÍINNBAR LAI.¡D COMPAI$I C/O I,A¡{D I}ESIçI{ PARTNERSEIP ATIIII: RON LISTON 9T8 COOPER A\¡EI\IIIE GLÉîIWOOD SPRTNGS, COLORADO 81601 HEpWoRrr - pawLAK eEorEcHNIcAL, INC. Augrrst 4, 1998 Sr. Fh¡bar T "4d Conpany s/o Iátrd Desip n¡mcrstþ Aun: RonListoo 9lE Cooper Avenue Glenwood Spri¿gl, Colorado S1@1 Job No.l9B 483 Subject: Report Tra¡sm¡tta¡, p¡etimin¡ry Geotec,bdsal Sardy, Proposd St. Finnbar Farn Subdivisiou, North of Roa¡ing Fork River, West of 100 Road, ffield ft*,y, Colorado. Gcntlcmeû: As requesæd, $re have co¡dr¡cûed a geotecbdcal sildy for the proposcd St. Fi¡¡bar Farm Subdivisiou. Thc properf is suit¡ble for the proposed developmed bas€d on geologic and geotçchlisal conditious. Subsuräcc conditions e¡cou¡tcrod in the elplonatory borings drilld ín the general proposed develo¡tment arra oonsist of 1 to ltá feet of topsoil overlying dense sandy gravel ctiü cobblæ a¡d boutde¡s. Grouadwater wä.s encou¡rtered between 3 and ? feet io the borings. Spread footinge placed on tbe aaturat subsoils aod deeþed br as ¡tlowable bearing p¡essure of 3,000 psf to 4,000 psf appear urihble * the brrildÍng sitæ. We recomsnd that found¿dom be kept sh¡llow ro avoid grouûdwater inpacs, The rcport which follows dËscribs our investigatÍon, srFnrnarízËc oru findings, and presenfs ouf, reco¡rulendatioæ suitable for planning and prelfmiuary desigg. It is important that we provide cousult¿dos durtog dæign, a¡d freld services duri4g co¡sE¡lction to review a¡d uonitor thc Írylementatíon of the geoæcbnical rasomme[dations. If you have any qræstions regardirg thís ¡sport, pleare cotrtåct t¡s. Sincerely, HEPWORTH - PAWLAI( GEOTECÍTNTCAL, NC. Daniel E. Hardin, P.E. Rev. by: SLP DE[Vro TABLE OF CONÍETÍTS PT'RPOSE AND SCOPE OF STTJDY PROPC}SED DE\¡ELOPMËNT SITE CO¡TDIÎIONS C'EOLOGIC SETTING FIETD EKPLOR.ÀTTON ST'BSIJNTACE CONDITIONS GEOLOGIC SITE .â,SSE$SMENT PRETIMINARY DESIGN RECOMMEI{DATIONS FOI¡I.IDAIIONS BELOIIÍ GRADE CONSTRUCTION FLOOR SLABS STJRFACE ÐR.AINAGE PA\¡EIVTENT SECTION LIMITATTONS REFEREI.TCES FIGI'RE I . LOCAÎION OF EXPLORAÎORY BORINGTI FIGTJRE 2 - LOGS OF EXPLORATORYBORINGS rIG{'RE 3 . LEGËI{D AI.¡D NOÎES FIGTJRE 4 & 5 . GR.åDÂTICIN TEST RESTJLTS TABLE I. SUMTVÍARY OF LABORAÎORY TEST REST]LTS I 2 2 3 3 4 5 5 5 6 6 6 6 I H.P GEOTECH PT'ABOSE AND ËCOFE OF $TIJDY This report prcsenß the rcsutts of a preliminary geoþchnical study fur the prcposed St. Fimbü Farm SuMivision to be located oortl of the Roaring Fork River and west of 1(Þ Road, Garfield Cottrty, Colo¡ado. The project site is showu on Fig. l. The purpose of tbe study wts to evaluate the geologic and subar¡rface conditio¡s asd tbeir potenËal impaca on the project. Thc shrdy was co¡ducæd in aoeordance witü or¡r professional services agrecnÊnt letær to St. Fin¡bar Farm Lrud Company, dated luly 13, 1998. A previous soils report for a parcel of land which inchrded tbe subject site a¡d Presbstra Farms to the nonh, wæ performed by Lincola DEYo¡e u¡der Iob No. GS-987, dated April 4, L979. That report was considercd in the preparation of our rePort. -{ field exploration progrüu sqßisrlng of a recon¡aissance a¡d elçloratory borings was conducted to obtain informatio¡ on tbe sitc ad $¡bsurface conditions. Samples of the subsoils obtahed duriûg the field exploration were tested in üc laboratory to deterairc tbeir cl¡ssÍfication and other engineering characteristics. The resuln of the Esld cxploration and laboratory testiug were analyzed to dcrælop recomnÊtrdatio¡s for project ptanning and preliminary desigu. This report summarþss tbe data obüained dr¡ring this shrdy and presents our conclusione atrd recommcsdadons bæed on tne prqpoacil dcvelopment rd subsurf¿sç qonditíoüB encountered. TROPOSED DEVELOFMENT The proposed development will co¡sist of a 13 lot subdivisiou as shown on Fig. 1. Lob rangc ín sizc from ?to L3 acres. The dcveþment will corsÍst of singc faoily homes. Privaùe driveways will access the buitding siæs with a dodiceted road (Sr Finnbar Drive) providing åccgss to Couaty Road lm. We assume the rccidences will be tj?ical of tåe arca a¡d be nuo to ü¡eÊ storíes with slab-on-grade or shallow crawlspacc. Thc devclopment will be servicd with sewer tis-i!, to Rancb rt thc Roaring Fork and fudividual wctls. H.P GÉoTEcH -2- If devclopment planr change significanrly frm those described, we should be' notified to re+vaft¡atc the rscommendations presêrted in this report. sIrE cotqDruoNs lte St. Finnb$ Farm Subdlvisio¡ ís located in the Roaring Fort vrlley about three mile¡ upsEÊam of ca¡bondale. The property sovsrs part of the sw 14 of sec. 31, T. 7 S., R. F/ W. The Roariry Fork River borders the propcrty on the so¡tb. The proposed building eavelopes aÍe otr a nearly level tcrrace that averages about 6 ftet above the modem, rive¡ cåa¡¡el. A higlcr tcrace that averages about 15 feet abve the river boders tbe property to the north. The valley floor h¡s an average tongiudinal slope of about lÍt down ûo the weet. At the time of thís study the property was undeveloped except for a old ¡hed a¡d hãy fields. Native vegetation consists of çottotrwood Fees, grass and bn¡sh. The lower lying lrarts of the terrace a¡e wetls¡ds. GEOLOGTC SHTNNG Regional geologic mãpping shows tbat formatíon rosk itr thc project arsa is the Peurylvania*age Eaglc Valley Evaporite (Kirktam and Widûam, t99n. Outcrops are uot presest oa the valley floor in the project area, but olrtcrops are preseot o¡ tbe Roaring Fork valþ sides to the north a¡d south. The Eagle Valley Evaporite i¡ psde up of gray aûd tâtr E¡.[rs¡¡m, anhydrite and halite witb ioæråed.ded siltstone, cþstone, shale, and dolomirc. The rypsu¡D, anhydrÍte and halite a¡e soluble in fresh watø. The bedding strucÍre in most places is convoluted because of f,ow deforuatiou in the plætic gytrsurn, aobydrite, and h¡lite. Subsurfacc voids and related sinlùoles are sometiues p¡esent in areæ u¡derlain by the Eagle Valley Evaporiæ becal¡se of the sotubility of tbe ¡tp$'rñ, anbydrite, and lalite. Evideuce of si¡kholcs lrras rot observed on lhe ProPerty. Holocene ¡¡d late Pleistoceue-age Rorriqg Fork alluviunr is prcseut below the modcrn river cha¡¡sl a¡d low terracp b the ¡orth where the propæed butlditrg sites are located. Ia ûis ¡each, the modern qiver c[qn¡gt is fa¡sitioml, it c]angcs Aom a staight patteru upstream of thE bridge to braided paüern dowísüeam of the bridge. At H.P G€OTËCH 3 food sbge the don¡¡stream breidcd ocction consists of a ¡etwork of seræral interco¡nected ch¡nnels separated by snall istand bars. Reliø braided chaonelpatterns Ere still evidest on ths low tsrraæ to üe norü of the modem river cha¡nel. The low lying areas on the tenåce arc old ¡ba¡doncd bnided chmnels. Tbe orploratory bodqgs sbow ttåt the river altuvir¡m ontbe low te*ace is greaær th¡t l0 feeû deep. It consisg of an upper 1.0 to 3.5 foot thick sitty sand that overlics a straüffed deposit of rouuded gravel, cobble¡ and bouldcr in a sílty sa¡d uacix. fiELI} EIPLOR.ATION The fletd elçloration frr tho project was soudr¡cred on Iuly 20, 1998, Six e¡ptoraory boriugs were drilled at the locations shown on Fig. 1 to evahnte the st¡bsurfrce eondidons. The boriugr were adrænced with 4 l¡Fb dianeter coutiuuotu flight auger powered by a truck-mounrad Loqgrear BK-51HÐ ilri[ rig. The borinEp wero logged by a rqresenatiræ of tcþwortbPawlrk Geoteshrical, Inc. samples of tbe s¡¡bsoils were taken with a lva iuch I.D. spooa sampler. îhe eampler was driveninto úe subsoïls at various depths withbtows Êom a 140 purnd ham'ner fhl¡iqg 30 inc,hes. Thls test is similar to the ståndard penchation test descríbed by ASTIvf Methd IÞ1586. The peneuation resista¡ce values are år indication of the relative density or consistency of the subsoils. Deptbs at urhich the sanples were taþn, a¡d the peneEatim resista¡ce values ere shown on the Logs of Exptoratory Borings, Fig, 2. The samplcs were retumed to our laboramry for reviewby the project elgineer and testing. SUBS¡T]RFACÞ CONDfTIONSI Graphic logs of ths ıub$¡rface conditione encountcred at ihe eiæ atc shown on Fig. 2. T[e ¡ubsoils co¡s¡st of about I to l}å ftct of topsoil orærlying relativety densË, slightly silty eandy gravel containing sobbles a¡d boulden. Dxilti¡g Ír the dense gravel wlth anger eçrþnrent was dlfficult due o the sobhles and bouldc¡s and drilling ¡aftsal was encoustered i¡ the deposÍt. h Bo¡i¡gs I and 3, a 'tiq oilty cand !ryor was cncountered below the togsoil at deptts of. Lrh to 3'll feet. }I.P GEoTECH 4 Leboratory tÊstitrg performed on sonryþs obtained Êom thc borings Ìnctuded sâturâl soisüüe co¡tent end gradation analyses. Re$ults of gradation anelyses perforucd on small diameter driræ samples (mirrue 1lå incù fraction) of the mturat coarse graaular coils are showa o¡ Fige. 4 and 5. The laboraiory tesfng is o¡mnarized in Table I. Free water s'as ensütnþr€d inthe borings at tbs tine of drilling a¡d uÈen cbæked 2 öays later at depths of 3 to 7 ftet. Tbe s,l¡bsoils were moist ûo ryet. GEOLOGIC SITE AST¡ESTMENT Geologic factors tbat should be considered il' project pl¡nníng and developmcnt are river flooding, th€ potest¡al for sinkbsles, and carthquake related gmund shaking, Parts of tte low terrace could bc subject to flooding. We believe thc proposed building areas otr the low te¡race a¡e out¡ide the currently activc braided stream cha¡uel. A hydrologist should evduaæ the flood potential in tbc area and deternitrÊ if flood mitigation ic reqnired ¡t the proposed buildbg sites. Flood velocities should be cvaluaæd to dcterminE if ch¡n¡el sÞbilization is necded. The probability of encowteriry sinkhole relatcd problenrs at the proposed building site is co¡sidered to be low, but the dcveloper and prospectiræ houe ownprs shsuld bc ¿ware ftat tbe buildiag sites csúrot be considered totally slnkfiote risk ûee sinco the Eagle VaIIey Evaporite is present in thc n¡bsurface. The potential prescnce of subsurfacc voids shot¡Id be co¡sidered whcn planning site-specÍfic fou¡dation studíes. If indications of voids or s¡n¡üole related problems arc idcntified by these sü¡dies, the problern area sbould be avoided or tüc feasibillty of engineered mitigationæcLnþes evaluetcd. Engineercd mitigntíoa tbat cü somstines be uscd to mitigated si¡khotc relaæd problems include: . Void shbilization by grouting or excavation and bacldlling Deep foundation systeos . Stn¡ctural bridging . Mat forudaËons or otber rigirl fouudatÌon systens H.P GEOTEçH 5 The proJect area cor¡ld experience moderaæly strong earthquab relatcd grouud sbaki4g. Mod¡fu Mercalli Intsnsity VI groud shaHqg shorfdbe arpecteddrxlng a reasonable sewicc Iifr for tåe rcsidences, but the probability for stroagor ground sh¡ti'g i¡ low, Intensiry VI groud shrking i¡ folt by mo* peoplc a¡d cnuoE gcnerrl rl¡¡m, but resuls in ¡egfigihle damagc to stnrctures of good rhsip a¡d constnrctioa. All oceupied struchre¡ shot¡ld be designod to wi&stand noderatcly strorg g¡ü¡nd shasng witb little or tro dqrncgc nnd not to collapse under süorgü ground shakiry. The regiol is in thc Unifrrm Building Code, Scismic Risk Zotrc l. Bas€d or our qnrett udercuoding of thc earthçake hazard h this pert of Colorador we 8Eû Do r€ssou to increase thc commonly aærpted seismic rísk zone br thc area. PRETJIVÍINARY DBÍITGN RECOMMENDArIONS Tbe co¡clusious and recoumcud¡tio¡s prssenEd below are based oa the proposed development, ùe sile reco¡n¡issance, subsurface conditious encor¡ntercd in the exploralory borings, a¡d our etçerience i¡ the area. The resonnendetiols arc suitåble for pl¡nning and prcliminary dcsigl but site qpeciñc str¡dies shoutd bc condrrctcd for itrdividml lot development. FOT'NDATIONS Bearing co¡didons will vary deponding o¡ the speciñe location of tbe building on the property. Besed on the dâü¡re of the proposed co¡stnrctior spæad footings beariag on the nunual sr¡bsoils shoutd be sui¡able at the building sites. We s¡Êpe$ ¡fr6 fos¡ings c¡n be sized for an allowable bcaring pressure in the range of 3,fr)0 psf to 4,(Ð0prf. The uppcr sÀ¡d soils âFpear loose aüd may aeed to be rmoved aad rcplaced wiü co¡nPactd fill or the bearing level dccpedto dcns€ gravel. Foundatio¡ walls should be derigned to spstr loc¡l enomlic¡ ard to re¡ist lateral eartb loadingn whoq acting as retaining stl¡ctures. The footings sboüld hsve a ¡ninimuJn dcpth of 36 inshes fur Èo¡t protection H.P GÊOÎËCH -6- BELOTV GR.ÀDE CONSIRUCITON Ground water level is sþIlow tbrolgbout the project a¡ca. 'V[c did not find any borings with au excess bydrostaüc pressu¡e causd by a conñoing uppër soil layer. Ibis codition appe¡rs to bË reüote a¡d limited to üe low lying flood area which ï'iX be ryoidcd with buildiqgs. Duc to thc shallow water level, it will probably lot be practÍcal to protêct helow grade areas fiom wetting and hydrostatic pressure buildup by uce of an uuderdrain systsn. We ræome¡d that slab,orgrade f,oors bc placod ncar to abova existirg gfade and crawlspaces be as ¡hallow as possible ând that baseüÊûfs and deep cnwlspacæ be woided. FLæRSIáBS¡ Slabon-grade constructior slould bc ñasible for bearing on the offural soils. There could be somepost constructioû slsb ¡cülemÊût. To rrduce tte efbcB of sore differential movemÊtrt, floor slabs shotrld be scparated from all bearfug walls and colums with expansion joins. Floor slab coutol joine should be usd to reduce daüqgc due to shrinkage crackiug. { minimup 4 inch thick layer of Êee-draining gravel should underlie bascrcut level slabs b frcilitâte drainage. STJRFÀCE DRAINAGE The gradíag plaa for the subdivision should soosíder ruaoffthrough tle project a¡d at i¡dividual sites. Waer should not be allowed to poud next to buildings, Exterior backñll should be well compacted a¡d b¿ve a positive slope away from the building for a dist¡¡ce of 10 Ëet. Roof dowaspouts and drains should discharge well beyond the limiß of all bectfllt. PAVËMEÌ.TT SECTION Tbe neer swfrse soils encou¡tcred in the borings below the topooit co¡sfug oaialy of silty sând aûd gravcl whicù. is a fai¡ to excellent materi¡l for support of pâycnetrt oateri¿Is. 'Wc recommend the paveoent section for the site road consi¡t of 3 hches of æphalt pavenent on 6 inches of Class 6 aggregate base cot¡rse. Tle subgrade should bo eva¡uated forpavement support.at the time of consEuction. H+ CEotEcH LIMITAITONS This stttdy hs beenconducted accordiug to generally acceptod gpotechnhat ongírc€ring pri¡çiplcs a,d practicos i¡ tùis ¿rea atlhis time. ïte malc no warranty eitler ex¡rcssed or inplied. The soncluio¡s and ¡ecomnend¡tions suhniæd in this rQport a¡cbased upoütÕ da¡e obt¿i¡ed Ëom the field reconnaissalþei revlew of ptùlished geologÍc rqrorts, the erploratory borings locrted as shown on Fig- l, üc pro¡nsed type of coustructio¡ a¡d o¡¡r ocperieuce i¡ tle area. Our findiugs inslude interpolation and exEapolatíon of the subsurhce conditioo¡ identified at the oEloralory borings and va¡iatious in the subsurface conditions may uot become cvident until excavation is performed. If conditions encouotered druing co¡stnrction appear difforent fromtåose deseribed in this re[,ort, we should be notiñed so tb¿trccvaftution of &e recommendatioag tnÊy bç m¡de. Ttis report has been pæpa¡ed for the exclusive use by our clicut for plrnning and preliminary desip Frposes. We are trot rcspon¡¡ible for tecbnical inærpretatious by otbcrs of our information. As the project eyolveg, we should provide continuçd consultatio¡, cooduct addition¿l evaluatious and rcview and monitor the impfç¡sstrta¡.t of or¡r reconnendations. Signiñcant desi€n chaoges may reçrhe addidonet analysie or nodificatioas to tbc rccomendations presentd herein. Wc recommend on-site obsenation of excavatious and foundatioa bearing straa ad testing of strucnual fill by a representativc of the geotechnical engineer. Respectfrrlly Submined, HEPWORTTI . PAWLAI( GECITECHNICAL, INC. Da¡Íel E- Ilarditr, P.E. Rcviewed By: StevonL. Pawlalc, P.E. DEII/rocc: High Country Ergineeri¡g - Àttn: TinBeck H.F GEoTEGH -8- AßFMENCES Kirlùarq R-ìd. andWidmann, B.L.n 199?, GeologMap oftheCarbondaleø¡afrdngle, Wteld ennty, Colorado; Colondo Geological Survey Opæ Filc Rqort 9?-3. H.P GEOTECH PROPOS¡ED ST. RNNBAR SUBDIVISION APFROXIMATE SCALE 1' - '{O0' \ 6 (I , s$LOT 9 FUII-DING ENVELOPE (TTPTcAL) .$2 $ It LLq1il PRESHANA FARtìl cou¡\try 80Áo ,oo PROPOSED ST. RNNBAR DRI!E LOT 7 Þ W-,-?l 3 1LOT I t lLOï Is8 4€3 HEPII',ORTH - PAWLAK GEOTECHNICAL, INC.LOCATON OF EXPLORATORY BORINGS FIs. 1 BORINC 1 EI-EV. - Ë254- BORING 2 ELEV. - 6260' BORING 5 ELEV. - 6265' o alv o T sllz l¡!tlr I E È-oc¡ î ot-l2: qla,tola TlCr¿2 -2110-12 o,l I s ÉLo CI 5 0 r2/B.8lo+{-5¡ -2flo.7 lo 10 BORING + ELEV. = 625ð' BOFING 5 EI-EV. - 6265' BORING 6 E!EV. - 6265' o a/3,s/2 tâ/8,ilO 0 2: 0 alê.1o/a ï ooL I cL['ô aí +4-89 -inaÞ7 Tgt 5 +t oroL ¡ a.o¿¡ .â/6,slo â1112 ô¿þËt -28O=t 4,2: ro to Nota Explcnotlon of s¡nrbole le shown on Fig' 3. 198 4€3 HEFWOR]H "- PAW-AK GEOTECHNICAL, INC.LOGS OF EXPLORATORY BORTNGS Fig. 2 E I s112 eÊ LEGEND: ¡æSp¡j sondy sllt ond cloy with grovd ond cobblcs, orgonic. ¡oft to medlum rtiff. moht. dor* brown. SAND (SM)¡ ollt¡ grotrclly, loos¡ to madlum dørsq mslst. bruwn' W cRAvEL (eu-cp)¡ sondy. ellghüy dlty, with osbblea ond bouldcrs, lorgu portlcles orc rounded, H de¡rsa to-very dcnsg wry molst to wet, brown. Drlvc acmple; etqndcrd genetrotlon tgBt ( SPT ), I 3/s-incù l.D. Ðlit sgoon acrnpla, ASIU D - 1586' D6ve somplc blos count irdlcotcs $qt ! btoçs of o f4o-pound hommer folling 3O indtes wcre requîred to drlva thc SPT sornplar 12 inches- Frec wot;r lcvd in borlng ond numbsr of dc¡r fdlowing drillîng mÊdsurem€nt wqs mada. lndicotee ¡lotted PVC pþa kr¡tolled in borinE to dçth ehown' î prEcgcol rig'refusot. ìlJhcrc €hown obor¡e bottorn of log, indlcotes thot multþla otternpts were mode to odt¡srcc the borlng. NO'IES: 1. E:çlorotory borlngs ware drllled on July 20, 1998 rrlur o 4-'r,nch diomater contlnuous lllght power 6ugËr. 2. Locstlons of explorotory borlnge rîer€ oPprc¡xlmqtcd boead on feoturss slrosn on the site plon Provided. 3. Etawgons of explorotory borlngs were obtclned by lnterpc¡lotlm bstween contcn¡rs on the site plon provlded. 4. The rxploratory borlng locotlons snd devouons should ba sonstd€red occr,¡rcte only to the degrea lmplied by the mcthod used. 5. .lhe llnes betseen moterlols shown on the expløctory !-hg loga rcpreeant the opprorlmote boundorlae -- Uei*ãn moterlal t¡ges ond bsnsitions rnay be groduol' 6. Woter level reodings Ehown on the logs were made of tho tlrna ond under ths condltions lndlcotg¿ Fluctuotlon ln wstËr lavel moy occur wlth ttn* 7. Loboroiory Testhg Res¡its: tlG-WaterContcnt(ã)*4: Percgnt rstolned on No. 4 slws. -200 - Pcrcsnt Posslng No- 200 elavg Fis. 3LEG€NO AND NOTËSHEPWORTH * PAWLAK GEOTECHNICAL INC-198 483 BEf;ct!ãHIr¡ePERCENT PASSINGËtâEECBtE C t8 t t t Ë Ë ePËRCENT RETAINEDedE{gFhãhEûb¡\Ig3mdæo'fl'onIc¡FvtzE3frtsu,f;illIilllItlltiltlllilüilrililiil|ilillllluillillrilffiililtilIilililtt¡iltililtillltilffililrililtilil1ltililtlillltillllrtiiilltililIilililililililililillliltt¡illllililil1ililil1ililIlilil|ilil|ilillilillilltilil11ililililililllllilllilllIilfl¡llltlilllilliliiiii!!!llrililililtllllll¡ilrI ¡¡t I It rIrililililØE6)*cÊñ; F9=ur{(oËñiãNan=geÊL z.6tãt¡<sô'0 ¡qçal,ÐıOJz.3*iE>rZ9.ñ:(rl çrt<oo?è \¡NrgãPERCENT PASSINGË U Ê T B J T BðË t Ët g t I BÉ ÞPERCENT RTTANEDcgIFIbêrþþiÊb3!h¡5Is3mJrrlvo't'l'o)>ã:i()fmen=EËEÊPEñffl rt-g=o¡.:' -{ ro# ¡ir:r.<- NJttW.h=>èZctãÄ¡<àID'oNrutJ3do{¡r<z,Y, I ÍttYm=j.xllll Þ+Ztr*¡rr:1.¡F(¡<oã. \¡ilrooc)o3crI(lo.JrofÞ+æt¡OTxsÍ€rri OoãT+z-ılÐ.¡>*Ézlfric)ngjozñaAImØct-ø11¡c¡è âraålt$ E¡E n9¡!¡tc5 u& gütüâR0 tr3 ü¡ t[, t0 |{Lr¡r5t !. 3f s 10 t a t0 to ola at,tn o. L2s l¡J() É. t¡JÈ ¡lO ot¡l¡E Z.Rt-t¡¡E ú, l¡l(toil¡¡fLð s to æ s t00 to o ¡r¡ .0û? .o'a .tg¡ JÚ tü f'tg !¡l +Ë ,.sr16 1¡'o rt! 7Á¿ .J3¿ 2Ñ,rlr .oü .00¡ .Ú1, OIAMETER OF PARTICLES IN IIILUMETERS f¡¡TE Lt C6T¡5 GRA\EL Ê1 'I SAND 35 7 $LT AND CLAY 6 T UQUID UMIT Z PI¡SNC|TY INDEX 7 SAMFLE OF: Sltghtly silty sondy Grovd FROM: Eoring 5 ot 5 Feet #f # .l_|d'- # #ë- -r-¡-..--- - +æ Fig. 5C'RADATION TEST RESULTSHEPWORT}I - PAWLAK GEOTECHNICAL. INC.198 +83 HEPWOFTH-PAWLAK GEOTECHNTCAL, ruc.TABLE ISUMMARY OF TABORATORY TEST RESUTTSJOB NO. 198483m[ons€uaocl(rïPeSlightly silty sandygravelSlíghtly rilty sandygravelSllglrtly silty sardygravdSligfitly eiþ sandygravelutc{Fl¡tEoCMPæBBWËlf,ÉßmrlP¡nlÎln¡!8S¡¡*¡¡F.ÂSflcûi¡oÉxlrgluo0þUT¡Tt*tFEæE¡UTF¡SM¡{o. ¿OOgsrE7t276GIADAT¡OI¡5Ar{0lsr342433ß¡^9Er¡s6¡596961ltÀÎ1r8ár.¡mrDE¡¡EFT{'tr¡{An 8Âtxffiar¡tcoltftïÎ(!rf6.2sAm¿Et¡ûâm¡toeßlhÊ$t3ïzzYz &,6lco¡nùl¡ro{5æflils1345 BASALT WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT NO. 784 Pursuant to C.R.S. 537-45-131, TRACY ROBERT SWITZER AND CARI LEE SWITZER (collectively, "Applicant") has applied to the Basalt Water Conservancy District ("District") a political subdivision of the State of Colorado, organized pursuant to and existing by virtue of Section 3745-1,01, Colorado Revised Statutes, et seq., for an allotment contract for beneficial use of water rights owned, leased, or hereafter acquired by the District ("Contract"). By execution of this Cont¡act, Applicant agrees to the following terms and conditions and those certain terms and conditions set forth in the attached Order, which is fully incorporated as a part of this Contract: 1. OUANTITY: In consideration of the covenants and conditions herein contained, Applicant shall be entitled to receive and apply to beneficial use 0.004 cubic feet of water per second from the District's direct flow rights and 1.9 acre feet per year of storage or other augmentation water owned or controlled by the District. Applicant shall restrict actual diversions and consumptive use under this Contract to these amounts. The Contract amount is based on the water requirements table attached hereto as Exhibit A. Any increase or change in the water requirements to be served by the Dist¡ict will require an amendment to the subject LOnüact. 2. SOURCE OF ALLOTTED WATER: Water rights allotted pursuant to this Conhact shall be from the District's water rights decreed to the Basalt Conduit, Landis Canal, Stockman's Ditch Extension, Troy and Edith Ditch, Robinson Ditch, or other water rights hereafter acquired by the District, including the Disûict's right to receive storage water from Ruedi Reservoir and Green Mountain Reservoir. The Disbict shall have the right to designate the water right or Decree of the District from which the Applicant's allotted rights shall be obtained. The Applicanfs use of any of the Districfs water rights shall be subject to any and all terms and conditions imposed by the Water Court on the use of the District's said rights. Exchange or augmentation releases made from the District's storage rights in Ruedi or Green Mountain Reservoirs or other works and facilities of the District shall be delivered to the Applicant at the outlet works of said storage facility and release of water at such outlet works shall constitute full performance of the District's delivery obligation. Delivery of water f¡om the Disbict's storage rights in Ruedi or Green Mountain Reservoir shall be subject to the District's lease contract with the United States Bureau of Reclamation and any rules and regulations promulgated pursuant thereto. Releases from other facilities available to the District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agteement is not impaired by said action. 3. At Applicanfs request, this water allotment contract supply and Applicant's structure(s) benefited hereunder have been included in the District's umbrella plan for 1, augmentation decreed in Case No. 02CW77 ("Umbrella Plan"). Applicant agrees to pay $1,200.00 for inclusion in the Umbrella Plan contemporaneously with acceptance of this Order, unless otherwise agreed in writing by the parties, which amount is based on and limited to the type(s) and amount of water use made by Applicant as detailed in Exhibit A to this Water Allotment Contract. 4. PURPOSE AND LOCATION OF USE: Applicant will use the water rights allotted pursuant to this Contract for beneficial purposes by diversion at Applicanfs point of diversion under the District's direct flow water rights and/or for use by augmentation or exchange. Applicant will use the water allotted by the District within or through facilities or upon lands owned, operated, or served by Applicant, which lands are described as Lot 5, Amended Plat of Lots 5 and 6 of St. Finnbar Farm Subdivision, according to the Plat thereof filed May 22,2009, at Reception No. 768462, County of Garfield, State of Colorado; provided that the location and purpose of Applicant's use of said water shall be legally recognÞed and permitted by the applicable governmental authority having jurisdiction over the property served. Applicant's contemplated usage for the water allotted hereunder is for the following use or uses: X Domestic/N[unicipal Industrial Commercial _Agricultural Other It is acknoúlèdged thát certain locations withiñthe DiBEiðfmay nofbe susceptiblãto service solely by the District's water rights allotted hereunder or the District's said water rights may not satisfy Applicant's needs and purposes. To the extent that service cannot be achieved by use of the District's allotted water rights, or in the event said service is inadequate, Applicant may utilize such other water rights, by way of supplementing the District's water rights, or otherwise, as is necessary to assure water service sufficiently reliable for Applicant's intended PurPose or PurPoses. All lands, facilities and areas served by water rights allotted hereunder shall be situated within the boundaries of the District. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year shall revert to the water supplies of the Dishict. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the Disbict shall be limited to the amount of water available in priority at the original point of diversion of the Districfs applicable water right and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado State Engineer to estimate any conveyance losses between the original point and any alternate point and such estimate shall be deducted from this amount in each case. The District, or anyone using the Disbict's decrees, may call on any additional sources of supply that may be available at an alternate point of diversion, but not at the original point of diversion, only as against water rights which are junior to the date of application for the alternate point of diversion. 2 In the event the Applicant intends to institute any legal proceedings for the approval of an augmentation plan and/or any change to an alternate point of diversion of the District's water right to allow the Applicant to utilize the water allotted hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates an alternate point of diversion and"/or an augmentation plan to utilize the water allotted hereunder, Applicant shall notbe obligated to bear or defray any legal or engineering expense of the District incurred by the District for the purposé of developing and adjudicating a plan of augmentation for the District. In any event, the District shall have the right to apProve the Applicant's application for change of water righç and"/or augmentation plan or other water supply plan involving the District's rights, and the Applicant shall provide the District copies of such application and of all pleadings and other papers filed with the Water Court in the adjudication thereof. The District reserves the exclusive right to review and approve any conditions which may be attached to judicial approval of Applicant's use of the District's water rights allotted hereunder. Applicant agrees to defray any out-of-pocket expenses incurred by the Dishict in connection with the allotment of water rights hereunder, including, but not limited to, reimbursement of legal and engineering costs incurred in connection with any further water rights adjudication necessary to allow Applicant's use of such allotted water rights; provided, however, in the event any such adjudication involves more of the District's water rights than are allottéd pursuant to this Contract, APPlicant shall bear only a Pro rata portion of such expenses. Applicant shall be solely responsible for providing the shuctures, works and facilities, if any, necessary to utilize the District's water rights allotted hereunder for Applicant's beneficial use. 5 Applicantshall pay annually for the water service described herein at a price to be fixed annually by the Board of Directors of the District for such service. Payment of the annual fee shall be made, in full, within fifteen (15) days after the date of a notice from the District that the payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the payment shall apply and the price which is applicable to that year. If a payment is not made by the due date, a late fee of $50 (or such other amount as the Board may set from time to time) will be assessed and final written notice of the delinquent account and late fee assessment will be sent by the District to the Applicant at Applicant's address set forth below. If payment is not made within thirty (30) days after said final written notice, the Districtmay, atits option, elect to terminate all of the Applicant's right, title, or interest under this Contract, in which event the water right allotted hereunder may be transferred, leased or otherwise disposed of by the District at the discretion of its Board of Directors. In the event water deliveries hereunder are made by or pursuant to agreement with some other person, corporation, quasi-municipal entity, or governmental entity, and in the event the Applicant fails to make payments as required hereunder, the District may, at its sole option and request, authorize said person or enti$r to cu¡tail the Applicant's water service pursuant to this Contract, and in such event neither the District nor such persons or entity shall be liable for such curtailment. 3 6, APPROPRIATION OF FUNDS: The Applicant agrees that so long as this Contract is valid and in force, Applicant will budgct and appropriatc from such sourccs of revenues as may be legally available to the Applicant the funds necessary to make the annual payments in advance of water delivery pursuant to this Contract. The Applicant will hold harmlcss the District ancl any person or entity involvecl in the delivery of wnter prrrsrrant to this Contract, for discontinuance in service due to the failure of Applicant to maintain the payments herein required on a cuffent basis. 7. BENEFIT OF CONTRACT: The water right allotted hereunder shall be beneficially used for the purposes and in the manner specified herein and this Contract is for the exclusive benefit of the Applicant and shall not inure to the benefit of any successor, assign, or lessee of said Applicant without the prior written approval of the Board of Directors of the Dishict. Upon the sale of the real property to which this Contract pertains, Applicant has a duty to make the buyer aware of this Contract and the need to assign the Contract to the buyer. However, prior written approval of the Board of Directors of the District is required before the assignment is effective. Payment of an assignment fee in an amount determined by the Board shall be required as a prerequisite to approval of the assignment. In the event the water right allotted hereunder is to be used for the benefit of land which is now or will hereafter be subdivided or otherwise held or owned in separate ownership interest, the Applicant may assign the Applicant's rights hereunder only to a homeowners association, watet district, water and sanitation district or other special district, or other entity properly organized and eústing under and by virtue of the laws of the State of Colorado, and then only if such associatiory entity or special district establishes to the satisfaction of the Basalt Water Conservancy District that it has the ability and authority to assure its performance of the Applicant's obligations under this Contract. In no event shall the owner of a portiory but less than all, of the Applicant's property to be served under this Contract have any rights hereunder, except as such rights may eúst through a homeowners association or special disfrict as above provided. Any assignmcnt of thc r\,pplicant's rights under this Contract shall be subject to and must comply with such requirements as the District has adopted or may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors/ provided that such requirements shall uniformly apply to all allottees receiving Disbict service. The restrictions on assignment as herein contained shall not preclude the Dishict from holding the Applicant, or any successor to the Applicant, responsible for the performance of all or any part of the Applicanfs covenants and agreements herein contained. 8. OTHER RULES: Applicant's rights under this Contract shall be subject to the Water Service Plan as adopted by the District and amended from time to time; provided that such Water Service Plan shall apply uniformly throughout the District among water users receiving the same service from the District. Applicant shall also be bound by all applicable law, 4 including, for example, the provisions of the Water Conservancy Act of the State of Colorado, the Rules and Regulations of the Board of Directors of the District, the plumbing advisory, water conservation, and staged curtailment regulations, if any, applicable within the County in which the water allotted hereunder is to be used, together with all amendments of and supplements to any of the foregoing. 9. CURTAILMENT OF USE: The water service provided hereunder is expressly subject to the provisions of that certain Stipulation in Case No. 81CW253 on file in the District Court in Water Division 5 of the State of Colorado, which Stipulation provides, in part, for the possible curtailment of out-of-house municipal and domestic water demands upon the occurrence of certain events and upon the District giving notice of such curtailment, all as more fully set forth in said Stipulation. 10. OPERATION AND MAINTENANCE AGREEMENT: Applicant shall enter into an "Operation and Maintenance Agreement" with the Disbict if and when the Board of Directors finds and determines that such an agreement is required by reason of additional or special services requested by the Applicant and provided by the District or by reason of the delivery or use of water by the Applicant for more than one of the classes of service which are defined in the Rules and Regulations of the Board of Directors of said Dishict. Said agreement may contain, but not be limited to, provision for water delivery at times or by means not monetary conside¡ation for extension of District services and for additional administratiory operation and maintenance costs, or for other costs to the District which may arise through services made available to the Applicant. 1,1..CHANGE OF I ISE:The District reserves the exclusive right to review and approve or disapprove any proposed change in use of the water right allotted hereunder. Any use other than that set forth herein or any lease or sale of the water ot water rights allotted hereunder without the prior w¡itten approval of the District shall be deemed to be a material breach of this Contract. 12. PRIOR RESOLUTION: The water service provided hereunder is expressly subject to that certain Resolution passed by the Board of Directors of the Disbict on September 25,1979,and all amendments thereto, as the same exists upon the date of this application and allotment Contract. 13. NO FEE TITLE: It is understood and agreed that nothing herein shall give the Applicant any equitable or legal fee title interest or ownership in or to any of the water or water rights of the District, but that Applicant is entitled to the right to use the water right allotted hereunder, subject to the limitations, obligations and conditions of this Contract. 1,4. COMPLLANCE WITH SECTION 404 OF THE CLEAN WATER ACT. Applicant shall comply with Section 404 of the Clean Water Act and consult with the At*y Corps of Engineers to complete any Section 404 compliance that may be required as a result of the construction of any facilities necessary to use contract water. 5 15. CONSERVATION PRACTICES: Applicant shall implement and use commonly accepted conservation practices with respect to the water and water rights altotted hereunder and shall be bound by any conservation plan hereafter adopted by the District, as the same may be amended from time to time. 1'6. WELL PERMIT: If Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before the District is obligated to deliver any water hereunder, and it is the Applicant's continuous duty to maintain a valid well permit. Applicant shall also comply with all resbictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources. Applicant must comply with the well-spacing requirements set forth in C.R.S. S 37-90-1,37, as amended, if applicable. Compliance with said statutory well-spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicanls failure to comply. Applicant agrees to mark the well in a conspicuous place with the permit number. 17. MEASURING DEVICE OR METER: Applicant agrees to provide, at its own exPense, a totalizing flow meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the terms of Applicant's water right and the terms of this Contract. On or beïore Novèmber 15ıf eacFyear;Tppliranfwillþrovideãccurãtãreadiñgs from such device or meter (recorded on a monthly basis for the period November 1 through October 30 of each year) to District, the Division Engineer and Water Commissioner. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determining Applicant's actual use of water. 18. CONTRACT TERMINATION: A. Termination by District: 1. The District may terminate this Contract for any violation or breach of the terms of this Contract by Applicant, or Applicant's breach of any other contract with the District. 2. The District may terminate this Contract il in its discretiorL any judicial or administrative proceedings initiated by Applicant threaten the District's authority to contract for delivery or use of the District's water rights, or threaten the District's permits, water rights, or other interests of the District. B. Termination by Applicant: (, 1. Applicant may terminate this Contract in its entirety for any reasonby notifying the District in writing of the termination on orbefore April l. Notice by said date will prevent the Applicant's liability for the next annual contract charge. 1.9. RECORDING OF MEMORANDUM: In lieu of recording this Water Allotment Contract, a Memorandum of Water Allotment Contract will be recorded with the Garfield County Clerk and Recorder's Office. The costs of recording the Memorandum shall be paid by Applicant. Cari Lee Switzer Aunlicant's Address: 3 Rutherford Lane St. Louis, MO 63131 Telephone No.: (314) 397-6488 E-mail : tracv@ shelterworks.com and cari@shelterworks.com SrArE or Co larad} couNrY or Q.rÇi¿ [ot ) ) ) ss. lïtnn ou, orffiraz:,byTracy RobertSubscribed and sworn to before me this Switzer and Cari Lee Switzer. WITNESS my hand and My commission expires: official Public 7 TALIE STATE NA NOTARY PUBLIC OF NOTARY ID 21,2ø 1 1 I 1 1 t2U21 f }{eUSãt 1 2i2 I 121 |o.0041.8A-4Trecv R- erÉ Cen L- SutÞer4Mo<imum Demend:Analvs¡s Dale¡iource S€nes:LrßtrcÎafæ'water user:BASALT WATER C ONSERVANCYWATER REQUIREMENTS(acre fegt)¿,14JScurce cfAud.tRãdæGN[,IGN[IGNMGNÀ,1GNåNGNMGN'.IGNI.IGNt,lGNIJlGN¡TGNIT(f3rDdayedfìedetionso.oÞ40.0680.0950.158o.2100.2630-271o.2470.1940.1350.082o o571.8:t3o.o350.0640. t0r0.165o.uo0.2660.2750.2480.1830-1280_073o o551-833o.ooo0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000o fixì0.000o.ouo0.0000.0000.0000.0000.0000.0000.0000_0000.0000.000o ooo0.0000^ouo0.0000.0000.0000.0000.0000.0000.0000,0000.0000.0000 0{)00.000(1 0)Croplnioâl¡on(12)'TOTAL(1 1)L¡vêstôck(s)Lawrlnioâtiôn(8)PondEveo-o-u5u0.0580.0910.1490.1 980.2390.248o.2230.1650.1 160.0660.0501-650¡f Livestock @ 1 1 qalldav0ISDS CU for DomeslidCommerdd 15800.000Larrm lrrig. Êfficiency)nsumption Í kríg- (eflac)nsumption Ðf ln¡9. (âíãc)L;rop trng- È.mclencyð00.000¡vat¡on (Þet)62500ÅY,(7)Domesticln-houseU.UOO0.0000.0000-0000_0000.0000.0000.0000.0000.0000.0000 0000.000(s)n\(e)( lu)(s-10)rtoö{J0_058o0910.1490.1980.2390.248o.23o_1650.1160.0660-050l.Â'{t0-0000.0000.0000.0000.0000.0000.0000.0000-0000_0000-0000_0000.000U.UULTo.0000.0000.0000.00c0.00c0-00c0"00c0.0000.00c0-0000-0000.0000.0000.0000.0000.0000.0000.0000,0000.0000.0000.0000.000o-0000.0000-0500.0580.0910.1490.1980.2390.2480.2230.1650.1 160.0660-0501.650NUMBER OF RES]DENCES03.5100# personslresidence# oaflonsloersonldavSee Atteched TablePond EvaporationAFAcres1.6500.44000.000Sq. FL of Lâvrn lmgatedLawn Appl¡cation Rate (aflac)o.oo0.000Acres ot cfop lmgatedCroo Amlication Rete feflâcl(1)Domesticln-house(2)PondEvao.(3)Lawllnioaticn(4)Croplrrioation(s)Liveslock(6)TOTAL0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000Assumolions(1)(2',)(3)(4)MmthJanuaryFebruaryMercfiAprilMayJuneJulyAugustSeptemb€rOctoberNovemberDecemberTOTALS ->A-4Water Pondto Roering Fork RirerGlowrfom Green Mtn.tr:xt!'l ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT LEE I. SCHWALLER CONTRACT NO. 783 Application having been made by or on behalf of LEE I. SCHWALLE& and hearing on said Application having been duly held, it is hereby ordered that said Application be granted and that the attached Water Allotment Contract for 0.033 cubic feet of water per second from the Districfs direct flow rights and1.7 acre feet per year of storage/augmentation water owned or conholled by the District is hereby approved and executed by and on behalf of the Basalt Water Conservancy District, for the beneficial use of the water allotted in the attached Conhact, upon the terms, conditions and manner of payment as therein specified and subject to the following specific conditions: 1,. The Applicant has acknowledged that the land to be benefited by the attached Contract is described on Exhibit A attached hereto and incorporated hereinby this reference. 2. In the event of the division of the property served by this Contract into two or more parcels owned by different persons, the Applicant shall establish a homeowners association or other entity acceptable to the District for the ongoing payment of charges due --r¡nderthe:approved€ontracrftn @ve-* notice to purchasers of all or any part of the subject property of the obligation of this Contract and shall record such notice in the records of the Clerk and Recorder of Pitkin and Eagle Counties, Colorado. Applicant and their successors and assigns shall comply with all rules and regulations now existing or hereafter adopted by the District, including enforcing payment of charges due under the approved Contract by present and future owners of all or any part of the real property served under this Contract. 3. Any allotment of less than L.0 acre foot of storage water in Paragraph 1 of the attached Contract shall be deemed L.0 acre foot for purposes of establishing the annual water service charge for such water allotment. 4. Applicant has represented to the District that the proposed use of the land to be benefited by the water allotted hereunder has been approved by the applicable governmental authorities having jurisdiction over such land use and by executing the attached water allotment contract warants to the District that the lot or parcel to be benefited hereunder is legally subdivided. 5. Any well permits issued on the basis of this Contract shall be applied for and issued in the name of the Applicant. 6. However, by acceptance of this Contract, Applicant acknowledges that he shall be responsible for any adjudication of the water right associated with the Applicant's pond. The Contract allots storage/augmentation water of the District to augment evaporative losses from the surface area of the pond, but the Applicant acknowledges that -1- the District will not be responsible fur acljudicating a water right or prÍority date for the pond in any future water rights plan of augmentation filecl by the District. In its sole discretion, the District may indude the augmentation of the evaporative losses from the pond in a futr¡re augmentation plan filit g (as above described), but only after the Applicant provides the District with a decree of court which adjudicates the water right and priority associated with the poncl. Tn fhe event that the District inch¡des the augrnentation of the evaporative losses in a future augmentation plan filing, the Applicant shall pay the Dstrict=s costs associated with the plan (as above described). 7. This Contract is conditioned upon and water maybe delivered hereunder only in conformity with a water rights plan of augmentation decreed by the Water Court of Water Division No. 5, including Case No. 02CW77. Any and all conditions imposed upon the release and diversion of the water allotted hereunder in the decree of said Water Court shall be incorporated herein as a condition of approval of this Contract. Granting of this Allotment Contract does not constitute the District's representation that the Applicant will receive a well permit or water rights decree for the land to be benefited hereby. 8. If Applicant intends to divert water through a well or wells, Applicant shall provide the Districta copyof Applicant's valid well permitforeachsuchwellbefore the Dstrict is obligated to deliver water for the benefït of Applicant hereunder. Applicant must comply with the well-spacing requirements set forth in C.R.S. 537-90-1,37, as amended, if applicable. Compliance with said statutory well-spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicanfs failure to comply. Approved this 1Lth day of fanuary,?.A22. BASALT WATER CONSERVANCY DISTRICT By' Gary D. Knaus, President Attest: Kennedy Secretary to the Meeting By' -2- EXHIBIT A Legal Description That part of Tract No. 46 in Section 7, Township I South, Range 86 West of the Sixth Principal Meridian, lying Southerly of the centerline of a Creek as surveyed, Easterly of the Westerþ line of said Tract No. 46,said Parcel being described as follows: Beginning at a point, whence an iron post with a brass cap, found in place and properly marked for the Witness Corner for Angle Point No. 4 of said Tract No. 46 bears: South 78"01'44" East 1252.89 feeí thence West 111.50 feet to a point on the Westerly line of said Tract 46; thence North 63L.61, feet along said Westerly line to a point in the center of said Creek thence South 68o06'41." East 34.05 feet along the center of said Cree; thence South 38'01'05" East 89.33 feet along the center of said Creeþ thence South 65"13'24u East Z7 .4'1. feet along the center of said Cree; thence South 537.05 feet to the point of beginning. Including all of sellels right and title to a well constructed and in place recorded with the Dishict Court for water Division No. 5, filed Octob er'1,'1,973, Glenwood Springs, Colorado. Together with a 20 foot road easement, being 10 feet on each side of the following described Beginning at a point on the Southerly line of the above described parcel of land, said point being 10 feet Easterly of the Westerly line of said Trcct46, whence an iron post with abrass cap, found in place and properly marked for the Witness Corner for Angle Point No. 4 of said Tract No. 46 bears: East 105.72feet and South 78'01'44" East 1252.89 feeü thence South 254.40 feet to a point on the Northerly right-of-way line of a County Road as constructed and in place. COUNTIES OF EAGLE AND PITKIN STATE OF COLORADO -3- ,t¡¡od:dNot¡ 20,¡.aFbllilo.!,trc 'Cæayof G¡rf leld lrd Slrtc ofCacrù,¡rrrortrf r$ SE. Fll{tlBåR LAl{D 6HpA¡ilr s Colorådoco¡Po16Èlon\"QUTTCLA¡MDfEr'$!:Í ?61 plltg8stt¡smEo,itrc.n¡ ôt|-o( Nov¿¡bcr .t9 89,r.rüHr nftDl L. PEET' alao knofit ra, GERTRUDE L. PÊET¡¡n uto¡rrlcd ¡¡oarnc,lo Blcibañt l). IÆwts1ü13 laters Ar¡e., Âsnen. @ 81611r6flËfingılaló Ðcil. t'..¡Q*llûê.fítd.h¡rbdtuçoüiltof Pllkln¡d Sl¡rI ofco¡crdo, !!e!.í¡llt'fff8ssEfll.TþrüËfnda(¡Ikúdlndd.lr'|¡arof¡lcn¡mof ten dollar¡ ¡nil ocher good andv¡lu¡bL¡-co¡¡ldarrllon ,t¡ıUÁhSå.¡!.lfFüaí¡tlc¡strctof rt¡câblrnùf ¡bir*lGl&d.b¡ s ünitC.nhlÛd.¡old.cort'ldmdQt ff CUfftO,urdtytâöÊ?.trcdrdotortotc.*l¡sc.rcll,ccrrry¡ndSrlTLlátMlr!ürúÉtrãEcl¡I ftB flifrlnxrond¡.¡l¡nr.&ñr4 dl tß rl¡ta. dtlc, h*rr¡¡. chl¡¡ ed dômlrd lhlcì li. ¡rJllor{r) i¡¡ i¡ gtd þ lhô çù¡ ¡rülctly. tt$lb ï¡lh5lFü'Ërì.ds,¡f¡åtr.¡ftår.ltlÈ¡¡ä¿ù.1¡lt¡.tF Corayo{ Garffeld ¡¡tdSüÉof€¿ffio, dasrt¡d ¡¡ lclknrDfÈch t21r toBlthrr rlth elrrúrnt¡ ¡crssr lr¡d¡ omed by thc 6rautor' snd Èo th€GrÈ.DÈ nàcêaartT to [ltntrl.n frÎl8¡tlon dlcchêsr gareer and co ü8e cxlstfn8lttcìals to lrtnsPort rñ¡tèf.tctn¡biclll¡waÉq¡¡ly,þlnonr¡ ¡sÍt?¡Erd{ll^J.iÈi&þH*rwffilllì,1#ltlt.srÆEoF'cuoRÂm.Ccrlttlf Pfûkin ô tÎbË hrç¡drf inÍn¡Eürtrfu*lcd¡odffir w tlúp Ja4'It IIUDI L. PEEÎ el¡o lno¡n â8 GêÍÈÍ¡dÈ L.2/ ,,0/.n**,*¡¡,dryo, l{ov¡obcrPeet..1989 .nn@I"C¡¡t ùtd,-ffa f¡l' fû ;lll (p!-ct¡Da þ t t-.at**a. J¡¡r !.r¡û.¡¡¡n ¿@ ü¿ -ll!t ¡r¡æ r{'m ?61PtnrgUtEIH,TBIS ÀEgQUI,TCI¡ÀI¡.I ,DBEQFBOï rBU9r [,. SEET'¡O S1. FrNNEÀR råNp COUpÀNyPROPERTÏ ÞESCRIPTTONÀ parcel of lahd tltuåÈed Ln l¿ota 6t L2, 13, and lg ofSectlon 31, To'wngh!.p ? Souuh, Rangg g? ¡l€st ot th€ StxthPrlñclpal llerl,dl.an, Garfleld counry, colorado. sald parcel betngrnore partl,cularly deeeribad as f,ollows¡Beglnning üt a. È€bar and cap narked L.S. 19598, whence tlrewl,tnea¡ corner to the northêaEt cgrn€r of gaLd SectLon 3l bååratlorth 4l'08'oli Ea8t, 3?03.06 ftatithêncê south 1l:37'27r lfeat, 1304.69 feet;thartce South 23o,10'21 ' llest, 80.58 teet¡Lhense gouth 36'01,45" WEst, 85.16 têet to th€ centerllne of theRoårtng Fork Riv€rithence the föIlot{tng eight couraes along aald centerllne ofrl.ver¡rl North 65:5?'30', lle8t, 56.?5 feet,2l Norrh 63:59, ¡18 n tfear,, 3t9,32 f€Er,3) North 56"50'l8n l{èst, 203.t9 feet,{) North 75'33.21, t{est, 272.62 feet,5) Nor[h 8'l'25,20" lfEBt, 237.22 feeÈ,6) NoDth 87'¡lf,19" ttEst,223.18 feet,7l North 88'30'35" ïe8t, 3{6.f2 f€st,8) North 55'59'25n Ìta8t, r20.15 feet¡thence leavJ.ng sal-d centerllne North 00'30'00. lfeat, 233.20 feet,;thEnce South 88'31'{0" lfeat, 499,89 feet,;Èhence NorÈh 00"00'33' Eaat, 1273,09 feeù,;thence North 89'11'0?' Eart, a?!.38 feet¡thenc€ North 00"00'18" B¡gt, 252,L7 f,eetithence south ?6'4?,10" Basl-, 1030.?3 feet¡thence South 13'12'20" l{êrt, 120.00 feetithencc south gl'0t'17" EaEt, 265.92 feetithenee South ¡ll'30'29" Eart, 89.7{. feeÈithence South 62"48'¡16' .EaEt, 3?5.98 fset,thenca South 17'44'52" Earit¡ 3t?.09 feet;thence South 72'41'32" E¡st, .136.3{ fset to the polnt ofbegtnnlng.Together wiÈh ¡Il of Grantor¿a rlght, tlÈle and lnterest Inand üo ä perlletual eaeenent *htch ls de¡crlb€d as Parcel "8" !.nÈhe Àgreenent, Eâaê¡nsnÈ GranÈ and llutual Rcleare recordedoctober 22, 1986 in Book 69? at Page 616 undcr Recept,tonllo. 375658 ln the rccordg of the Garfletd Countyr Colorado Clerk¡nd Recorder, excepÈ that [þrtlon of galil Parcel '8" ]rhr.chGrântor conve¡red to Ralph I¡. traden þ ltarranty Oeed recordgdDêcenber ?, 1987 in Bootß 725 rt PåEe 792 undar ReceptlonNo. 388073 ln gald records. I CARI SWITZER TOPOGRAPHIC SURVEY 33 ST. F¡NNBAR FARMS ROAD - CARBONDALE COUNW OF GARFIELD - ÍATE OF COLORADO 625A TRUE NORTH COLORADO TLC. A UNO SURVtrNG AilO MAPHNG COMPANY P.O. ðOX 61{ . !E6 MAN SNEñ UNÍ ¡ NW GttE, COLOUDO 8197 (97Or 9U-O471 ww.truênoÉhcolotado.<om DATE:November 15, :o:o PROJECTNO:SHEET 1OF1 LOT 6 45' ÁCGS TÑM¡NÍ ßE@mON NO.5f4t37 RßIqf'ON VULf WLLOW PÆûC UP ß37935 ELilAfrON:6256.7 3 A TOPOGRAPHIC SURVEY I LOT 5 - ST. FINNBAR FARMS SUBDIVISION SECTION 31, TOWNSHIP 7 SOUT$ RANGE 87 WEST OF THE 6TH pM COUNTY OF GARFIELD, STATE OF COLORADO I I G4@6toøß) \t t.. i\!\$t... t'.i \i\ --Qt - ì 1 N I ,/l I I I Ì \ \ I ù \r'\.\*g LOT 5\ ^ 73.407t ACRES I I J..- o 30'r f5' t 60' ---\UMÍS SCALE:7" = 30'x.--ì=ì_---- -u"6' _:rttt:g'g* LEGEND I5n ELscruc¡¿ n¡Nsrqm E É!€cruc¡¿ Mm-@ry¡t E CAflffiE'IAL(3u ) "c/-f \ '^"Y."61' ( tt \ \ \ E CL€AN.OUÍ J¿¡.S5' oo , "'u'14 ..'/."'r"' t"'t u' -'17' ty'" t \\ l I E"er..1)--t- 1,. \\' ùì \t il- _ /l/l /l{ I \l \l \ I ì I I OF ÐßfußMrcÊ ßOM ì I ßUTLDTNqENWLO?E \ ßÉCE?ÍION NO. 768462 \"". \q'. ".,' I t\ \ì lì {- sisa -¡\I ll NOTES: l\r. D n OF ffEto SURW: NoVEMSER 19, 2020. ADDnONAL roffiMPHY: stmM¡lR 24 æ21.--l-2, UNilR UNÍS USEO IO PERFORM THIS SURVW WERE UI- SURVW ÍEET\- \ \ \ I \ \ ì \ \ \ ) 3, ETryATONS SHOWN HERTON ARI NED ON GPS OSSERVAÍONS UNøNG IHE CONtrNUOUS OPEMNNG REFEßENCE SIA¡ONS (COß) NROUGH IHE MESA COUW RWN NWORK BROAD øSNNG NOR]H AMEBAN VCRilCAt OAIUM (NAVO88) trELO¡NG AN ON,sM STNCHMARK ILryANON OF 62567],ìr e 4. CONIOURTMERVAL EQUÆ I FOOI ñ. \i ) I l SURVEYOR'S STATEMENT I RODNfl P. ßE& æ H'RËOY SIATT IHAI IHIS IOÐGMPHIC SURW WÆ PREPARED 8Y IRUE NOAIH COLOR@, LLC. TOR CM MZER IHAI SNO SUÂVry WAS PREPAßÊD 6Y ME OR UNDIR MY sU'ERWON AND RESrcNSI8U CHARG€ANOIÉAITE NUEÀNDCORRIIIOIHE IESTOT MY BEUETND KNOUIDGE. RODNd P ßE UCINSIO PROFESÍONAL UND SIRWOR { // \\r--,RMED: øOBIR 11, 2021: ADOmONAL loruMPHY FOR POND ÞEs¡GN.R@?WfrC4P 61959A \--(frtaL) X .^þ* ,/.q5û' ,/Õ*F"TRUE NORTH cotoRADo - A LAND SURVEYING AND MAPPING COMPANY I * Em€196ncy Ovgrflow f¡o dúh ¡do Mrddã Dn h) Ex¡6ting Træs Waterfall TS D¡sluùanc€ Littoral 210"Fencâ--.. Graphic Symbol Key Existing Grade Contours ,----- Proposed Grade Contours /=\-- Limit of Disturbance ''%æ 2L0"S¡ltFence W--? Proposêd wetand ptanting Typical 210" Silt Fence Detail otÆ- L,o Littoral Shelf Sêction Mù or Hyddc Wobtnd Soit LÌfroEl Sh6[ d.èÞnos ¡or ro e¡M 3r ) Fence - JulJ r5, A2r Ò Øo L-l.2 q)I --Or5.-(n q)t ¡{q) N*).- È U) q) Å -F{ cË È Þt) E 6t¡iz¡r E 6Ë o Fl €c! Q ã L) o RI (Þ O ú ¡r cll¡ ,21 U) ta o Fì Residence lFlnlsh Fbr Ehe : 6259-25111 / llsËv1'F General Notes and Specíficallons 2. V.ilty h&ns d ddidois ot êxtdtng t6* and ptant mÞdd pdn to htñnlm sork, Cøùactd d tab sÞDroDilâlemê@bs to prcl€d th€mùdavord conøcdon *ih'n lhåd.rp ttrbs.avotd ¿ùnino mtsovor rd'a@t6¿ Efb¡iri ptäd mot€Ld&m4o ry øntador shdl h .6pl.ed 3t 6dradors órp.tue. a. SbF stdFosrctbôræd 2t. 4, Conlètrr San dor s¡h F€¡ce at tho t@ ot dt dttró6d doFs to @.¡t orGto¡ ot 6!tdn9 doFs, lh lùø #I r€mahuñtl dd d@s a6 sfienry ßqdabd. 6. &¡Ìdtur sh¡¡ iistal oßEENFfr - cFa 072 E btdogrddå êroãbñ @nd ddr€t (or qudt on dt d@s l@ñ 4: I b 2 1 àturfnhhgrd.6hãE kn Ðrrd ry ù6 Lå¡d@.ñóibcr. t€t'l@d d sM wüìârúgr*d.' 6, coiùadorshdl brosFnsidê rorobhin¡q dl qpovds åd Fñtu, I -IJ LJ L-1.2 Novemhr 2,2021 Jeùry 11,202 Febilq 24,2022 AFilg,2022 AOÁl 2U,2O2Z ltne l0,m22 Aùsùs31,2022 Nolenþ¡ 23.2022 Lot 5 (13.4 tußs) Lot 6 (1l.5Acres) Sowêr L¡ft Station 410' (sloÞ. dó.Fóe nor ro órød 3J,) - -iffi.:*/. wæ7PÆAn s76.42,rot ãf .UTOt'oe oz 2oo <;qoo € ñ f, òt 'OJE7J' N89'11',07',E (@ - auå', 471.33' â2 46 I s:;tr,;;t ri)s3J?r19 ryffi ¿Ð.v¿' .n d,dþ. t^ .\J( // ED*CÞÈffiffiffis.Mr@lw ',rtr,, ð o 0z ffi KÉ7PÆ'N dml Êq r"ollil&@sÍ.øÆ \ øæ¡æ\ffi6-M@BÆftÍE¡ffi, \p sJdodE 8d ,É h b B ffi WO\,ED 1,c,,;rf ¡)iiuh Nt- ,ã,i.irç; ò) ;,.!' al N87,il19.W 22J..t8' 257.22' 2>2.62, Den otes Open Spcce Arecs "$$-v, ¡vo¡s.9rû.r,t s2J'4o'2+'ws 80.58' Àollq6l5èûn1MÆ LOIIi9¿øa 9ã.Í.3ı ¡.rúù. lol{ãr.ËffaruÆ tol-zs!.s9fr, IOLÂæ.sw.añÆ tql_t2la,6rı g.2ÞÆ torlíQfi¡ 9F.d&Æ LOL1Ot0,ø9,sÆ r,olt12æS Sna,9Æ coilttcr ßox êe Efu $ffiø'51ßs ortrN :I þ¡, ? .90 I E .E B .s I¡) N St. Finnborlrrigotion Plons ond Lot Locotion s SCALE: see scole bor DATE: 21 March 2OQ7 SHEE T: 10F1 FIGURE NO. DI{AWN HY: AWZ L;HKU hJY: TJK DRAIVING: see footer 945-5700c,L[NVr'ooD SPR|N0S, COLOR^0o 81602 PosT oFncÊ Box 1908 - t01l t'l<UJHUI: gôJ06APPI] tsY: TAZ Scale in Feet 1 drow¡ng: Z:st. 85.16' SJBtl,+'4s'w