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Home My WebLink About1.00 General Application MaterialsFOR AN lN CONSIDERATION of the mutual covenants and agreements herein contained, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged c)ranto/') hereby grants and conveys to ("Grantee"), its successors and assigns, a perpetual, non-exclusive right of way and property. ("Easement") in, under, upon, about, over and through the Grantor's 1. Grant. The easement granted hereby shall be for ingress and egress to, from, upon and over the Property described to provide access to other property owned by Grantee. 2. Streets. The Grantee may construct a permanent street or road on the Property. 3. Termination. This Easement shall be terminated at any time by an instrument executed for such purpose and signed by the parties. 4. Amendment. This Easement shall be amended only by a written and recorded instrument signed by the parties or the then current owner of the Property and the Easement. 5. This Easement shall be binding upon and inure to tlre benefil. of the parties successors and assigns, heirs, beneficiaries and personal representatives. 1. Governing. This Easement shall be governed by and construed and enforced in accordance with the taws of the Staþ orf atOrad-n .SIGNED on this the 3-f"dav ot Sqk+&-Y ,20-a3-. G TEE STATE OF 0r,lnraà.o COUNTY OF àn rJí à rJ Personally appeared before me, the undersigned authority in and for the said County and State, on this Bn day of 20-23-, within my jurisdiction, the within na who acknowledged thaFf;&€xecuted S ned and delivered the above and LORI L. MALSBURY Notary Public State of Colorado NotarylD#19984022895 Commission E res 07-1 5-2025 NOTARY PUBLIC foregoing instrument on the date there provided STATE OF My Commission Expires 7-lç.aS Cd orac/o êarha d Personally appeared t3h before me, the undersigned authority in and for the said County and State, day ,20á,3_, within my jurisdìction, thatW COUNTY OF on this r the within named Éuzaþ-ttl*'t Las , Grantee, who acknowledged executed, signed and delivered the abovdand foregoing instrument on the date there provided NOTARY PUBL¡C My Commission 7-/S'31 LORI L. MALSBURY Notary Public State of Colorado NotarylD#19984022895 Commission es 07-15-2025 [if corporation] STATE OF COUNTY OF Personally appeared before me, the undersigned authority in and for the said County and State, on this day of - ,20-, within my jurisdiction, the within named , who acknowledged that he is President of , a corporation and that for and on behalf of the said corporation, and as its act and deed, he executed the above and foregoing instrument, after first having been duly authorized by said corporation so to do. NOTARY PUBLIC My Commission Expires: Prepared by: Gørfield County Pubilie Heeúth195 W. 14h Street Rifle, CO 81650 (970) 625-5200 Thank you, tu ..::, 'í/¡?t*''*- 2014 Blako Avenue Glenwood Springs, CO 81601 (e70) 945-6614 Ryan and Stephanie Rose 831 County Road 237 s¡tt, co 81652 Subject:FinalOWTS lnspection Rose ADU 831 County Road 237 sitt, co 81652 Final Acceptance Letter OWTS Permit #: SEPT-6580 January 28,2021 Ryan and Stephanie, On January 14,2021, we visited the site of the Rose ADU at 831 County Road 237 near: Silt in Garfield County, Colorado to observe the Onsite Wastewater Treatment System (OWTS) installation pursuant to OWTS Permit # SEPT-6580. At the time of our sÍte visit, the contractor h-ad instail.ed a 1,O00-gratbn two compartment NORWE$CO po+y septh tank, the ftelv seT¡¡er line, a distribution box, and three chamber tre+cþes. Thetank, distribution box, and chambers were installed, level, with access to the tank and distribution box brought to grade. The contractor had also installed an effluent filter in the outlet tee of the septic tank" The three chamber trenches consisted of 14 ARC 36 chambers per row, far 42 total chambers and a total STA of 630 ft2. ln our opinion, this system was installed in general conformance with Garfield County OWTS Regulations. No further action or review from Garfiold County Ënvironme,ntal Health is required regarding this permit. Please provide an As-Built drawing of the system, when available, for our files. f.s" Ëdward R. "Ted" White, P.E. Environmental Health Specialist lll Garfield County Public Health 2014 Blake Avenue Glenwood Springs, CO 81601 (970) 945-6614 ext. 8106 twhite@garfield-county. com 'Ga4ìeki Çaunty F,ublrt Í*eatth Departmenl * wrrking to çrrem*te,il*al*tr end preve,nl drsease ô\Nest [4/ater Fn g i n eeri ng Ç onsulting ËngÍneerr & lcbntists ¡5 16 FOflES¡Gþ'T CTRCLE, {' ?CRAf{D JUNCTION, COLORADO EI5O5 {e70) }41-7076 * FAt {97A} 24r-7O97 Feb,ruary 18,2021 AS.BUILT CERTITICATE OF INSPECTION & ACCETTANCS Ûnsitc lVastewater Treatment System Z-BR AÞU Single Famil3r R.esidence 831 CR 237 silr, co 81652 The ref-erenced onsite wastewater treatment system {ûWTS} was inspected February g,7:A21. At the time cf:inspection, the OWTS leachfield had been inspected by Carfield County and backfilled prior to calling ÍvVestVfater Engineering for a final OWTS inspection. Prior to conducting the final inspection, all ssptic components except the Quick4 Plus Standard Infiltrator trenches had been exposed by the OWTS installer. The onsitemeeting with OIVTS installer provided insight in pipe length and oonfiguration out of the distribution box to the 3 trenches. On thebasis of:inspecting exposed t\trTs component. discr¡ssion with OWTS installer, and engineering sign-off from Carfield County, the OIVTS is deerned to be installed in ccrnfbrmance with October 2020 engineered design plans- Contact VdestWatçr Engineering for any additional infonnation regêrding errgjneered-design O\MTS for refêrenced addres*s" Respectfully,, f-" ¡l aI i 'l ! ,! l.t-., .1,, " ' .*.¡r:f 't le¡- Dean R. Goebel, N{S Hydrogeologist, PG WestÏ,,rater En gi:neering R.eviewed tsy: Jererny Gilliam, P.E Project Engineer 1QV.lest l,fater E n g i n eeri n g = Consulting Engineers & Scientists 2sr6FOAESrcHTC'RCLE, fi GRAI{D JUilCnOnr, COK)SÀDO I r 50s 197 Ol 241 -7 076 - FAX {9701 2¡ll -7097 February 18,2A21 AS.BUILT CERTIFICATE OF INSPECTION & ÀCCEPTANCE Onsite Wastewater Treatment System z-BR ADU Single Family Residence 831 CR 237 silt, co 8ló52 The refersrced onsite wastewater treatment system {OWTS) was inspected Febmary 9,2Q21. Af the time of inspection, the OV/TS leachfield had been inspected by Garfield County and backfilled prior to calling WestWater Engineering for a final OWTS inspection. Prior to conducting the final inspection, all septic compon€nts exeept the Quick4 Plus Standard Infiltrator trenches had been exposed try the OWTS installer. The o¡site meeting with OWTS installer provided insight in pipe length and configuratio:r out of the distribution box to the 3 trenches. On the basis of inspecting exposed OWTS component, discussion with OWTS installer, nnd engineering sign-off from Garfield Count¡ the Orü/TS is deemed to be installed in conformance with October 2AZA engineered design plans. Contact WestWater Engineering for any additional information regarding engineered-design OWTS for referenced address. Respectfirlly, f*\ r..,å[ ' ]'ì I '''I.-lr',-. " '*:rtf "1¡*r. Dean R. Goebel, MS Hydrogeologíst, PG WestWater Engineering Reviewed By: Jeremy Gilliam, P.E. Project Engineer tl{cst}lbtcr EngineerÍng 2518 For@trt C¡rcle, ,fQond ,lunction, @ E1505 (e70) 24r-7076 a EXISNNG UNPAVED s+ Seþ Tnk Inlet Lid 16' Tnk Otlet Lid 21' 19.8' 14.5' 49.3' 64.2' 127' 74' 136' 58.5' I 19' I 68.7'ACCESS ROA[)Distribution ,,\ Box 3 + 5 o 82' th+ ù' rbr 2-WAY CLEANOUT A 6V.2' 1'J1' I 2_BR GENERAT LOCATION OF EXISTING POTABLE WATER LINE SERVING II,IAIN DWELLING NEW 1,000 GALLON SEPTIC TANK ACCESSORYUNIT Ì DWELLINGI \ u.r¡¡2l¡¡ ß B c DISTRIBUTION BOX AT GRADE .0' \ \ tlj ç5 Ê br) PROPOSED POTABLE WATER LINE CORRIDOR 88.9' f \ \ \ WATER WELL rBo'+lrnou LFACHFIELD Q4 INFILTMTOR TRENCHES 3 TRENCHES EACH WIÏH 17 INFILTRATOR UNÏTS TOTAL OF 51 UNTTS EXISTTNG PROPERTY 26.4'LINE 40200 SCALE: 1"=4O' 40 FIGURE 1 FIML OWTS AS-BUILT E:ti County Rood 237 Y{est}lbter Engineering 25,lô Forosight Circlo, #1 Grund Junstion. CO 81505 (s7o) 211-7s76 g \ )EXISTING UNPAVED \ s+ seþ Tnk Inlet Lid 16' Tnk Otlet Lid 21' 1g.g' 14.5' 49.5' 64.2' 127' 74' 1 36' 58.5' 1f9' I 68.7'ACCESS ROAD \Distribution ,,\ Box 2-WAY CLEANOUT 3 4 5 &2',th+' 8b' t br' 6i1.2' 1rJ1' I A 2.BR GENERAL LOCATION OF EXISTING POTABLE WATER LINE SERVING MAIN DWELLING NEW 1,000 GALLON SEPTIC ÏANK ACCESSORY UNÏT DWELLI NG\ BC 2bJ2l¡¡2IJ \ DISTRIBUTION BOX AT GRADE .0' tü (-3 Ê 'o Ð \ \ PROPOSED POTABLE WATER LINE CORRIDOR 1 gg.g' P 1 c \ \ \ PROPOSED WATERT WELL t Bo'+ lrnou LEACHFIELD ------+ 4 Q4 INFILTRATOR TRENCHES 3 TRENCHES EACH WITH 17 INFILTRATOR UNITS TOTAL OF 51 UNITS EXISTING PROPERTY 26.4'LINE 40240 SCALE: 1":40' 40 FIGURE 1 FINAL OTVTS AS-BUILT EJI Counþ Rood 257 l*I Gmail Busha Douglas <busha149@gmail.com; Fwd: File 1205399 831 county Road zgz,sitt, co 91652 Sbphani Rose <lbrirose@ouflook-com> To: "busha149@gmail_com,, <bushal4g@gmail.com> Here's the information needed for the tifle commitment with the name_ Get Outlook for iOS Fri, Sep 8,2023 at.2:21 Pìt From: Stephani Rose dbrirose@ouflook.com> Sent: Friday, September B, Z02S 2:42:44 pM To : Staci Jongsma <SJongsma @ TileGo Rockies. com> subject: Re: File 120s999 831 county Road 2g7, s¡tt, co 816s2 OK, thank you so very much! I appreciate your help! Get Outlook for iOS From: staci Jongsma <sJongsma@TilecoRockies.com> Sent: Friday, September B,2O2B 2:37:45 pM To :'lbrirose@ouilook.com' dbrirose@oufl ook. com> subject: File 1205999 831 county Road 287, silt, co s1652 HiStephani, so once I looked into the fte, the commitment had both names as owners, because that is how it was tifled at the timeof the transaction' ln the reguirements section of the commitment, it called for a wananty deed removing Ryan,s name(attached)' This docr¡ment is all you need, ard in the case of a refi the lender received their policy in your name only. lf you have any otherquestions, please contact us. Thank you, Staci Jongsma Escrow Processor AgencyLicease 65372 1620 Grand Avenue, suite B, Grenwood springs, cororado g1601 OFFICE: (970) 94s-116e FAX: (844)26s-21ss sjongsma@TtlecoRockies.com wwr,ry.TflecoRockíes.com l'll l-[ ('(]\ I I],'\ \1' flf Gmail Eusha Douglas <busha149@gmail.com: Fwd: File 't205399 831 County Roa d 2gT, Silt, CO 91652 SGphani Rose <lbrirose@ouflook.com> To: "busha149@gmail.com" <bushal4g@gmail.com> Here's the information needed for the tiile commitment with the name. Get Outlook for iOS Fri, Sep 8,2023 at 2:21 PIr From: Stephani Rose <lbrirose@ouilook.com> Sent: Friday, September 8,2028 2:42:44 pM To : $taci Jongsma <SJongsma @ TileOoRockies. com> subject: Re: File 120s999 831 county Road 2gz, silt, co g16s2 OK, thank you so very much! I appreciate your help! Get Outlook for iOS From: staci Jongsma <sJongsma@TüecoRockies.com> Senl: Friday, September B,2O2B 2:37:45 pM To :'lbrirose@ouilook. com' dbrirose@oufl ook. com> subject: File 1205899 831 county Road 287, s¡lt, co g16sz HiStephani, so once I looked into the file, the commitment had both names as ownefs, because that is how it was tifled at the timeof the transaction' ln the requirements section of the commitment, it called for a warranty deed removing Ryan,s name(attached)' This document is all you need, ard in the case of a refi the lender reæived their policy in your name only. lf you have any other questions, please contact us. Thank you, Staci Jongsma Escrow Processor Agenry License 668372 1620 Grand Avenue, suite B, Glenwood springs, cororado g1601 OFFICE: (970) 945-1169 FAX:. (844)Z6s-ZTSs sjongsma@TitlecoRockies.com www.TiflecoRockíes.com 1-l'l I"ll { tl\ IP,{ r* \' þl Gmail Busha Douglas <bushal 49@gmail.com: Fwd: File 1205399 B3t county Road2gr,sitt, co g1652 S-hphani Rose <lbriros@ouüook.com> To: "busha149@gmail.com" <bushal4g@gmail.com> Here's the information needed forthe tifle commitment with the name. Get Outlook for iOS Fri, Sep 8,2023 at 2:21 PIr From: Stephani Rose 4brirose@ouilook.com> Sent: Friday, September B, 2AZ3 2:42:44 pM To: Staci Jongsma <SJongsma@TfleCoRockies.com> subject: Re: File 1205999 831 county Road 237, s¡lt, co e16s2 OK, thank you so very much! I appreciate your help! Get Outlook for íOS From: staci Jongsma <sJongsma@TilecoRockies.com> Sent: Friday, September B,2O2B 2:37:45 pM To:'lbrirose@outlook.com' 4brirose@outtook. com> subject: File 120s3g9 Bg1 county Road 2a7, s¡lt, co sl6sz Hi Stephan So once I looked into the file, the commitment had both narnes as ownerr¡, because that is how it was tified at the timeof the transaction' ln the requirements section of the commitment, it called for a warranty deed removing Ryan,s name(attached)' This docr¡ment is all you need, and in the case of a refi the lender received their policy in your name only. lf you have any other questions, please contact us. Thank you, Staci Jongsma Escrow Processor Agency License 668372 1620 Grand Avenue, suite B, Glenwood springs, cororado g1601 OFFICE: (970) 945-1169 FAX: (844)26s-ZTSs sjongsma@TitlecoRockies.com rn¡ww.TiflecoRockies.com l'f -l I_ I,. ( tì\ I r),.\ \ \' WELL TEST & INSPECTION REPQRT HIGH GOUNTRY PUMP SERVICES highcountrypump@gmail.com (970) 618n784 PROPERTYADDRESS: E3i COUNTY ROAD 237 SILT CO. 916s2 DATE: SEPT. 12.2023 WELL DEPTH: 7Ã. DRAW DOWN LEVEL: 14.1' TEST DURATION: 1 HOUR CASING SIZE: Q.fl STATIC WATER LEVEL:1g WELL RECOVERY TIME: 1 MIN PRODUCTION RATE:fSGPM I WILL SENDAN ESTIMATE FOR RECOMMENDED REPAIRS IF NECESSARY. PLEASE CALL WITH ANY QUESTIONS, LEVI SHERMAN. OWNER, HIGH COUNTRY PUMP SERVICES LLC WELL TEST & INSPEGTION REPORT DAïE: SEPT. 12.2023 HIGH COUNTRY PUMP SERVICES highcountrypump@gmail.com (970) 618-7784 PROPERTYADDRESS 831 COUNry ROAD 237 S|LT 00. 81652 WELL DEPTH:STATIC WATER LEVEL:l-q, DRAW DOWN LEVEL: 14.1'WELL RECOVERY TIME: 1 MIN TEST DURATION: I HOUR PRODUCTION RATE:.I5 GPM o..il I WILL SENDAN ESTIMATE FOR RECOMMENDED REPAIRS IF NECESSARY. PLEASE CALL WITH ANY OUESTIONS, LEVI SHERMAN. OWNER. HIGH COUNTRY PUMP SERVICES LLC 7A CASING SIZE: WELL TEST &JNSPECTION REPORT HIGH COUNTRY PUMP SERVICES híghcountrypump@gmail.com (e70) 618-7784 PROPERTYADDRESS 831 COUNTY ROAD 237 S|LT CO. 8165e WELL DEPTH:f.1 STATIC WATER LEVEL: lQ, DRAW DOWN LEVEL: 14.1'WELL RECOVERY TIME: 1 MIN TEST DURATIONT I HOUR PRODUCTION RATE:15 GPM CASING SIZE: DATÊ: SEPT. 12.2023 þ.D I WILL SEND AN ESTIMATE FOR RECOMMENDED REPAIRS IF NECESSARY PLEASE CALL WITH ANY QUESTIONS, LEVI SHERMAN. OWNER. HIGH COUNTRY PUMP SERVICES LLC NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: Drake Consulting, Inc. Land Surveying Phone 970-987-1389 Fax 970-360-1001 www.DrakeConsulting.CO 20040 1 OF 2 STEPHANI ROSE 831 COUNTY RD 237, SILT, CO TRACT 24 ANTLERS ORCHARD DEV. DOUGLAS MINOR SUBDIVISION NW1/4SW1/4NW1/4 Sec. 36, T5S, R92W TJK TJK APRIL 17, 2023 cad/20/40-PLAT.dwg NO R T H VICINITY MAP SCALE 1" = 2000' SUBJECT PROPERTY A PARCEL OF LAND BEING THE NW14 SW14 NW14 , SECTION 36, TOWNSHIP 5 SOUTH, RANGE 92 WEST ALSO KNOWN AS TRACT 24 ANTLERS ORCHARD DEVELOPMENT COUNTY OF GARFIELD, STATE OF COLORADO DOUGLAS MINOR SUBDIVISION PLAT NOTES A. NOXIOUS WEEDS. CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. B. OPEN HEARTH SOLID-FUEL FIREPLACES. NO OPEN HEARTH SOLID-FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET.SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. C. EXTERIOR LIGHTING. ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL REDIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. D. RIGHT TO FARM COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANT TO C.R.S. 35-3-11, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE, EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING, FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON-NEGLIGENT MANNER. THEREFORE, 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 SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF LEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS. E. MAINTENANCE OF FENCES, RURAL LIVING, ETC. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AN ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. F. MINERAL RIGHTS. THE MINERAL RIGHTS ASSOCIATED WITH THIS PROPERTY MAY NOT BE TRANSFERRED WITH THE SURFACE ESTATE THEREFORE ALLOWING THE POTENTIAL FOR NATURAL RESOURCE EXTRACTION ON THE PROPERTY BY THE MINERAL ESTATE OWNER(S) OR LESSEE(S). G. DOMESTIC DOGS. DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD OR ON A LEASH TO PREVENT HARASSMENT OF WILDLIFE. H. WILDLIFE-FRIENDLY FENCING. FENCING ON THE PROPERTY SHALL COMPLY WITH THE COLORADO PARKS AND WILDLIFE SPECIFICATIONS FOR WILDLIFE-FRIENDLY FENCING. I. SEPTIC SYSTEMS. ENGINEER-DESIGNED SEPTIC SYSTEMS ARE REQUIRED WITHIN THIS SUBDIVISION. J. FOUNDATIONS. ENGINEER-DESIGNED FOUNDATIONS ARE REQUIRED WITHIN THIS SUBDIVISION. K. IRRIGATION DITCHES DITCH OWNER(S) RIGHTS: COLORADO STATE STATUTES 37-86-102 PROVIDES THAT ANY PERSON OWNING A WATER RIGHT OR CONDITIONAL WATER RIGHT SHALL BE ENTITLED TO A RIGHT-OF-WAY THROUGH THE LANDS WHICH LIE BETWEEN 11-IE POINT OF DIVERSION AND POINT OF USE OR PROPOSED USE FOR THE PURPOSE OF TRANSPORTING WATER FOR BENEFICIAL USE IN ACCORDANCE WITH SAID WATER RIGHT OR CONDITIONAL WATER RIGHT. ANY IMPACT, CHANGE OR CROSSING OF A DITCH SHALL REQUIRE APPROVAL FROM THE DITCH OWNER. L. ELECTRIC SERVICE ELECTRIC SERVICE BY XCEL ENERGY IS ADJACENT TO THE SITE AND PER XCEL ENERGY POLICIES EXTENSION OF THE SERVICE TO THE NEW LOT WILL BE DONE AT THE TIME OF BUILDING PERMIT AND WILL BE AT THE OWNER'S EXPENSE. M. OTHER MINOR UTILITIES OTHER MINOR UTILITIES SUCH AS GAS, PHONE, AND CABLE ARE ADJACENT TO THE SITE AND MAY BE EXTENDED TO LOTS 1, 2, AND 3 AT THE TIME OF BUILDING PERMIT AT THE OWNER'S EXPENSE. N. GRADING AND DRAINAGE GRADING AND DRAINAGE FOR LOTS 1, 2, AND 3 SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT FOR THAT LOT. O. WATER QUALITY TESTING WATER QUALITY TESTING MAY BE REQUIRED FOR ALL LOTS AND MAY WARRANT ADDITIONAL TREATMENT. P. FUTURE ONSITE WASTEWATER TREATMENT SYSTEMS (OWTS) FUTURE OWTS SYSTEMS SHALL BE REQUIRED TO MEET ALL SETBACK REQUIREMENTS INCLUDING BUT NOT LIMITED TO SETBACKS FROM IRRIGATION DITCHES, WETLANDS AND WATER BODIES. Q. ALL FUTURE IMPROVEMENTS ALL FUTURE IMPROVEMENTS SHALL BE REQUIRED TO MAINTAIN MINIMUM SETBACKS AS REQUIRED BY THE PROPER GOVERNING AUTHORITY. R. EXCESSIVE SLOPE AREAS NO BUILDINGS WITHIN AREAS WITH 30% SLOPES ARE PERMITTED. S. COLORADO GEOLOGICAL SURVEY A LOT SPECIFIC GEOTECHNICAL INVESTIGATION SHALL BE REQUIRED AT THE TIME OF BUILDING PERMIT. IT IS RECOMMENDED TO CONSIST OF DRILLING, SAMPLING, LAB TESTING AND ANALYSIS. LIENHOLDER CONSENT AND SUBORDINATION 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 [EXEMPTION} PLAT, CERTIFIES THAT THE UNDERSIGNED HAS REVIEWED THE [EXEMPTION/ PLAT AND BY THIS CERTIFICATION HEREBY CONSENTS TO SAID [EXEMPTION/ PLAT AND TO THE RECORDING THEREOF. BENEFICIARY FURTHER CONSENTS TO SAID [EXEMPTION] PLAT AS STATED IN THE CERTIFICATE 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. AUTHORIZED REPRESENTATIVE STATE OF COLORADO ) :SS COUNTY OF GARFIELD ) THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS _____DAY OF A.D., 20 , BY MY COMMISSION EXPIRES: WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC CERTIFICATE OF DEDICATION AND OWNERSHIP THE UNDERSIGNED STEPHANI N. ROSE, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: WARRANTY DEED NO. 979215 RECORDED SEPTEMBER 14, 2022 A PARCEL OF LAND BEING THE NW14 SW14 NW14 , SECTION 36, TOWNSHIP 5 SOUTH, RANGE 92 WESTALSO KNOWN AS TRACT 24 ANTLERS ORCHARD DEVELOPMENT. COUNTY OF GARFIELD, STATE OF COLORADO CONTAINING 10.338 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLAITED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF ROSE MINOR SUBDIVISION, A SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNER DOES HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE(S} TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. EXECUTED THIS DAY OF DAY OF ____________ A.D., 20 __ . STEPHANI N. ROSE 831 COUNTY ROAD NO. 237 SILT, CO 81652 STATE OF COLORADO ) ),SS COUNTY OF GARFIELD ) THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS __ DAY OF __________ A.D., 20___ BY RYAN W. AND STEPHANI N. ROSE. MY COMMISSION EXPIRES: _____ _ WITNESS MY HAND AND OFFICIAL SEAL. (SEAL) NOTARY PUBLIC 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 THIS PLAT ARE PAID IN FULL. DATED THIS DAY OF ________, A.D., 20 __ TREASURER OF GARFIELD COUNTY TITLE CERTIFICATE I, , AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, OR AGENT AUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN , FREE AND CLEAR OF AL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS FOLLOWS: DATED THIS DAY OF , A.D. 20 . TITLE COMPANY: AGENT OR ATTORNEY COLORADO ATTORNEY REGISTRATION NO. COUNTY COMMISSIONER'S CERTIFICATE BASED UPON THE REVIEW AND RECOMMENDATION OF GARFIELD COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT, THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, HEREBY APPROVES THIS SUBDIVISION PLAT THIS DAY OF , A.D. 20 , FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION 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 OTHER PUBLIC DEDICATIONS SHOWN HEREON. CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT O'CLOCK , ON THIS DAY OF A.D., 20 , AND IS DULY RECORDED AS RECEPTION NO. . ATTEST: CLERK AND RECORDER BY: DEPUTY COUNTY SURVEYOR APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TO C.R.S. § 38-51-101 AND 102, ET SEQ. DATED THIS DAY OF , A.D., 20 . GARFIELD COUNTY SURVEYOR SURVEYOR'S CERTIFICATE I, TRAVIS J. KAISER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF ROSE MINOR SUBDIVISION AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION, IS BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT CONFORMS WITH THE CURRENT "STANDARDS FOR LAND SURVEYS" OF THE COLORADO AES BOARD OF LICENSURE, AS WELL AS WITH RELATED SURVEY REQUIREMENTS OF CURRENT VERSIONS OF THE COLORADO REVISED STATUTES AND THE COUNTY OF GARFIELD REGULATIONS, THIS CERTIFICATE IS NOT INTENDED TO BE AN EXPRESS OR IMPLIED WARRANTY OR GUARANTEE OF ANY MATTERS EXCEPT THOSE STATED IN THE PRECEDING SENTENCE AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF THE ROSE MINOR SUBDIVISION 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 DATE: TRAVIS J. KAISER, P.L.S. # 38294 PRELIM I N A R Y NOTES: 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY DRAKE CONSULTING, INC. 2) THE DATE OF THIS SURVEY WAS AUGUST 28, 2020 & APRIL 15, 2023. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N89°20'45"E BETWEEN THE NORTHWEST CORNER OF TRACT 24, A FOUND NO. 5 REBAR & 2.5" ALUMINUM. CAP L.S. NO. 13501 FLUSH WITH GROUND MARKED NORTH 1/16 SECTION 35 & 36 FOUND IN PLACE AND THE NORTHEAST CORNER OF TRACT 24, FOUND NO. 5 REBAR & ORANGE 1.25" PLASTIC CAP L.S. NO. 36572. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE ANTLERS ORCHARD DEVELOPMENT COMPANY'S PLAT NO. 1, RECORDED SEPTEMBER 18, 1908 AS RECEPTION NO. 37488, SPECIAL WARRANTY DEED RECORDED SEPTEMBER 14, 2022 AS RECEPTION NO. 979215 RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE, AND CORNERS FOUND IN PLACE. 6) THIS PROPERTY IS ZONED RURAL, BUILDING SETBACKS ARE A FOLLOWS: FRONT SETBACK 25' SIDE SETBACK 10' REAR SETBACK 25' BUILDING SETBACKS SHOULD BE VERIFIED WITH THE COUNTY PRIOR TO ANY CONSTRUCTION. S 89°19'59" W 679.80' N 0 0 ° 0 5 ' 3 7 " E 6 6 1 . 6 1 ' N 89°20'45" E 681.77' S 0 0 ° 1 5 ' 5 1 " W 3 3 0 . 7 4 ' FOUND NO. 5 REBAR & 1.5" ALUM. CAP L.S. NO. 5933 FLUSH WITH THE GROUND FOUND NO. 5 REBAR & 1.25" ORANGE PLASTIC CAP L.S. NO. 36572 FLUSH WITH THE GROUND (TYP.) 10.0 20.0 OVERHEAD ELECTRIC (TYP.) 15.0 Overhead Electric PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER RECEPTION NO. 918273 20' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER RECEPTION NO. 906931 30' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER RECEPTION NO. 918274 30.0 60.060' RIGHT-OF-WAY PER RECEPTION NO. 37488 30' RIGHT-OF-WAY PER RECEPTION NO. 37488 30.0 PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER RECEPTION NO. 906929 FOUND NO. 5 REBAR & 2.5" ALUMN. CAP L.S. NO. 13501 MARKED NORTH 1/16 CORNER SECTION 35 & 36 FLUSH WITH THE GROUND 30' DOMESTIC WATERLINE EASEMENT PER RECEPTION NO. 918347 FOUND NO. 5 REBAR & 1.25" ORANGE PLASTIC CAP L.S. NO. 36572 Current APN 212736300073 450.323.91± SQ. FT. 10.338± ACRES 25' REAR SETBACK PER GARFIELD COUNTY P & Z DEPT. 10' SIDE SETBACK PER GARFIELD COUNTY P & Z DEPT. 30' FRONT SETBACK S 89°19'59" W 384.71' S 0 0 ° 1 5 ' 5 1 " W 3 3 0 . 7 4 ' S 0 0 ° 1 5 ' 5 1 " W 6 6 1 . 4 9 ' 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER REC. NO. 947167 EASEMENT PLACED BY UTILITY LOCATES S 89°19'59" W 679.80' N 0 0 ° 0 5 ' 3 7 " E 6 6 1 . 6 1 ' N 89°20'45" E 681.77' S 0 0 ° 1 5 ' 5 1 " W 3 3 0 . 7 4 ' FOUND NO. 5 REBAR & 1.5" ALUM. CAP L.S. NO. 5933 FLUSH WITH THE GROUND FOUND NO. 5 REBAR & 1.25" ORANGE PLASTIC CAP L.S. NO. 36572 FLUSH WITH THE GROUND (TYP.) 10.0 20.0 OVERHEAD ELECTRIC (TYP.) 15.0 Overhead Electric PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER RECEPTION NO. 918273 20' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER RECEPTION NO. 906931 30' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER RECEPTION NO. 918274 30.0 60.060' RIGHT-OF-WAY PER RECEPTION NO. 37488 30' RIGHT-OF-WAY PER RECEPTION NO. 37488 30.0 PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER RECEPTION NO. 906929 FOUND NO. 5 REBAR & 2.5" ALUMN. CAP L.S. NO. 13501 MARKED NORTH 1/16 CORNER SECTION 35 & 36 FLUSH WITH THE GROUND 30' DOMESTIC WATERLINE EASEMENT PER RECEPTION NO. 918347 FOUND NO. 5 REBAR & 1.25" ORANGE PLASTIC CAP L.S. NO. 36572 PROPOSED LOT 3 255,140.7 S.F. +- 5.857 AC. +- PROPOSED LOT 2 97,591.60 S.F. +- 2.240AC. +- SET NO. 5 REBAR WITH 1.25" YELLOW PLASTIC CAP, L.S. 38294 (TYPICAL) 25' REAR SETBACK PER GARFIELD COUNTY P & Z DEPT. 25' REAR SETBACK PER GARFIELD COUNTY P & Z DEPT. 25' REAR SETBACK PER GARFIELD COUNTY P & Z DEPT. 25' FRONT SETBACK PER GARFIELD COUNTY P & Z DEPT. 10' SIDE SETBACK PER GARFIELD COUNTY P & Z DEPT. 10' SIDE SETBACK PER GARFIELD COUNTY P & Z DEPT. 10' SIDE SETBACK PER GARFIELD COUNTY P & Z DEPT. 10' SIDE SETBACK PER GARFIELD COUNTY P & Z DEPT. 30' FRONT SETBACK 10' SIDE SETBACK PER GARFIELD COUNTY P & Z DEPT. 10' SIDE SETBACK PER GARFIELD COUNTY P & Z DEPT. S 89°19'59" W 384.71' 22' WIDE ACCESS EASEMENT TO BE CREATED BY THIS PLAT S 89°20'45" W 295.09' S 0 0 ° 1 5 ' 5 1 " W 3 3 0 . 7 4 ' S 0 0 ° 1 5 ' 5 1 " W 6 6 1 . 4 9 ' S 0 0 ° 1 5 ' 5 1 " W 3 3 0 . 7 8 ' S 0 0 ° 1 5 ' 5 1 " W 3 3 0 . 7 8 ' S 89°20'22" W 295.09' N 89°19'59" E 295.09' N 0 0 ° 1 5 ' 5 1 " E 6 6 1 . 5 5 ' NORTHWESTSOUTHEAST S 57°0 0 ' 2 2 " W 67.51 ' NORTHWESTSOUTHEASTS 76°41'36" W 91.68' 30' ACCESS EASEMENT CREATED BY THIS PLAT NORTHWESTSOUTHEAST S 3 ° 2 4 ' 2 8 " E 7 4 . 3 1 ' NORTHWESTSOUTHEAST S 3 ° 5 3 ' 2 5 " W 11 8 . 5 3 ' NORTHWESTSOUTHEAST S 1 9 ° 1 9 ' 4 2 " E 4 1 . 5 7 ' NORTHWESTSOUTHEAST S 1 1 ° 4 5 ' 4 3 " E 6 4 . 0 3 ' 30' ACCESS EASEMENT CREATED BY THIS PLAT 149.50' PROPOSED LOT 1 97,591.60 S.F. +- 2.240AC. +- 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT PER REC. NO. 947167 EASEMENT PLACED BY UTILITY LOCATES NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: Drake Consulting, Inc. Land Surveying Phone 970-987-1389 Fax 970-360-1001 www.DrakeConsulting.CO 20040 2 OF 2 STEPHANI ROSE 831 COUNTY ROAD 237, SILT, CO TRACT 24 ANTLERS ORCHARD DEV. DOUGLAS MINOR SUBDIVISION NW1/4SW1/4NW1/4 SEC. 36, T5S, R92W TJK TJK MAY 17, 2023 cad/20/40-PLAT.dwg NO R T H 060 60 120 24030 AREA SUMMARY : ORIGINAL PARCEL 1 450,323.91 SQ. FT. 10.338 ACRES ± PROPOSED LOT 1 97,591.60 S.F. +- 2.240AC. +- PROPOSED LOT 2 97,591.60 S.F. +- 2.240AC. +- PROPOSED LOT 3 255,140.70 S.F. +- 5.857 AC. +- AS PLATTED AS SUBDIVIDED A PARCEL OF LAND BEING THE NW14 SW14 NW14 , SECTION 36, TOWNSHIP 5 SOUTH, RANGE 92 WEST ALSO KNOWN AS TRACT 24 ANTLERS ORCHARD DEVELOPMENT COUNTY OF GARFIELD, STATE OF COLORADO DOUGLAS MINOR SUBDIVISION 04/25/2022 SURVEYOR'S CERTIFICATE I, TRAVIS J. KAISER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF ROSE MINOR SUBDIVISION AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION, IS BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT CONFORMS WITH THE CURRENT "STANDARDS FOR LAND SURVEYS" OF THE COLORADO AES BOARD OF LICENSURE, AS WELL AS WITH RELATED SURVEY REQUIREMENTS OF CURRENT VERSIONS OF THE COLORADO REVISED STATUTES AND THE COUNTY OF GARFIELD REGULATIONS, THIS CERTIFICATE IS NOT INTENDED TO BE AN EXPRESS OR IMPLIED WARRANTY OR GUARANTEE OF ANY MATTERS EXCEPT THOSE STATED IN THE PRECEDING SENTENCE AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF THE ROSE MINOR SUBDIVISION 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 DATE: TRAVIS J. KAISER, P.L.S. # 38294 PRELIM I N A R Y SURVEYOR'S NOTES: - FOUND MONUMENT, AS DESCRIBED. - SET MONUMENT, NO. 5" REBAR WITH 1.25" YELLOW PLASTIC CAP, PLS 38294. Scpr-- lD-1 -(1b KENNETH J ROTSKY, PE 558 RIO OSO LANE GRAND JUNCTION, CO 81507, CONSULTING ENGINEER 970 216 8861 December 20, 2019 GARFIELD COUNTY COMMUNITY DEVELOPMENT 108 - 8 TH STREET, SUITE 401 GLENWOOD SPRINGS, CO 81601 Re: Certification Letter & "AsBuilt" On -Site Wastewater Treatment System TBD, (Tract 24) CR 237 (ROSE) Silt, CO To Whom It May Concern: This is to Advise that inspections were made during construction of the above referenced OWTS and that the system has been constructed essentially in accordance with the approved Plans and Specifications, except that the Owner decided to move the house farther to the west making it necessary to locate the tank and absorption bed to the south as shown. Measurements from the house to the septic tank and manifold tee, are shown on the attached "Construction Plan of Record". Additionally. risers on the septic tank and the south end of the absorption bed further mark their location . A02 7-/-/ r.. CLEANOU'C INSTALLED BY : J. CALIBER CONSTRUCTION 1250 1000 GALLON . SEPTIC TANK PLASTIC 2 RISERS ABOVE GRADE CONSTRUCTION PLAN OF RECORD ON-SITE WASTEWATER TREATMENT SYSTEM (OWTS) TBD - CR 237 TRACT 24 SILT, COLORADO G ARFIFi,n ( )ITNTV kt* 1,"Sw.>2 o\ ph Tr r&DESI@{ REPORT ON-STTE WASTE¡ÍATER TREÀÍIÍEI{T SYS:TEDI lBD CR 23? TRâCT 2{ Sflf' COI.,ORADO CARFIELD COT'![TT September 73, 2019 orfns) ls,-ú* s*1 Prepared By:Kenneth J. BrotskY, P.E" 558 Rio Oso Lane Grand Junction, CO 81-507 970)2]-6 8861 I. INTRODUCTION: This Report has been prepared at the request of Clayton Homes, representatíve for the above referenced property. This Report addresses the design of an On-Site !üastewater Treatment System to serve a proposed residence. Public setrrer service is not avai-labl-e. The procedures used in this report follow the "Garfiel-d County On-Site lrlastewater Treatment System Regulations" - II. SOITS AI{D PERCOIJITION TESÍ: The site is a sloping, high desert areaf wlth ground slopes generally about 1-lä to the east-south-east. The tract has recently been cleared of vegetation, which originally conslsted of salt grass/þrush. A test hole hras dug in the general area of the proposed OÍf,TS. The upper !2u of soil- is loamy. clay topsoil" From t2 to 48" there j-s grey, silty, clay. Below this layer to 702" is a 9rêY, silty, clay" Percol-ation rate in the clay layer is 24 minutes per inch and in the silty clay it is 30 minutes per inch. A Long Term Acceptance Rate of 0.1 gallons per square feet per day will be used for design. Because of the sloping topography (11?) two beds will be used wi-th 2 rows in each bed. The second bed will be set approximatel-y 2' lower than the first bed, foLlowing the existing contour. The bottom of the absorption bed wil-l be set at 28" below the existlng grade at the southeast end of each bed. ITT. SYS|[E.' DESIGII: A. Estimated Sewage Flow: The proposed house will be 3 bedroom. 3x150 450 gallons per day B fol-1ows: Adjustment Factors: Table 5.2 Septic Tank Use a 1,000 gaIlon tank. Absorption Bed: The absorption bed A - 450/.7 642.9 sq. ft. si-ze is caLcul-ated as c Method of Application is gravity Factor L.2 Table 5.3 Type of Distribution is Chambers Factor 0.70 Bed Size required is 642.9 x L.2 x 0.70 = 540 Sq. Ft Total Number of chambers reguired is 540/1'2: 45 units Use bed configuration, with 4 rows and 12 chambers per row for a total of 48 chambers. KENNETH J. BROTSKY, PE No. 1-8843 ts-l? PERCOLÄTION TEST DATA TABLE 2 . nz4Cr /*ó?- HOLE DEPÍ}I ÏIIIE/ Zi¿Þ,// r sÔ tz tb DROP RATEmPt AtrË. rpl 14)3¿, -*g /34 3//¿ 4/q Z'/2.zy G)1/-¿7"z 1 /a 3a SOIL PROFILE RATE SLOWERTHAN 60 MPI lV HOLq LOCATION pIAGRAM RATE I'Á,STERTHAN5MPI N SLOPE GREATER THAN 30"/o:tL HS\ilT DEEPER THAN 4 T'T. r' BEDROCT(I,ESS THAN 4 FT. ' J^ lON-SITE WATER REPAIRAREA G1YT HSWT COMMENTS 4 D E P T H Øfl Ø 7û;' IZ 24" âq ba! zo Êql tt O - lZu ?,4RHt /. a aat2 72 Pl at¿ g-/ôa" é,ee4r,ln rv (o t z '48" GE?T (te\ TESlED tr€ iiåËRil^r'oN I i?ffiif:î$'.**'l SNT BOTTOM OF INFILTRATORS 2g" BELOW EXISTING GRADE A:r sourHEAS.I' Co_ll{ER oF' EACII yto NOTES 1. _ contact xngineer for inspectiôns at the folLowing tlmes3 (Atlow at J.east 24 hoursadvaircenotice). (Englneer srill cooldfnate ingpection time wíth ¡elta County) 1) glhen installation of the infíLtrators, píping, and septlc tank is complete butnotcovered, and ready for final inspection, Englneer ís Kenneth J. Brotsky (970) 216-g961 2. The plpe from the.house-p].unbing_t-o the septic tank and from the tank to the absorptlonbedshallbe4inchdlamet,er, SDR 35, PVC sewer plpe. The pipe shal1 be Laid at a minírnumslopeott/4 Ínch per foot. 3. TNFTLTRATOR unlts to þe instalred per manufacturer'å reconmendatlons. unlts to be,.euick 4... Geo-text1le landscapíng fabrlc shaLl þe draped over the rnfiltrat,ors as shown. 4. The septlc tank shall be a L.000 gallon, 2-compartment tank approved by Garfield County. 5. AIl" constluction shal] be ln accordance r.rith Ga¡field cour¡Èy On-Site ¡ì¡âstewaterTreâtmentSystenRegulations'r, most current editlon. á à QTIICK4 INFILTRATORS 4 ROWS, 12 EACIr ROW f8 TOTAL t"J4{ 6. Any changes to the layout on these drawings ¡nust have the approvâÌ of the Engíneer prlortoconstruction. Any unauthorized changes may have to'be correctéå. Any costs tór redråwingofplansrequiredbecauseofunâutho!ízed changes may be back chargea to thé installer. 7. tnstaller responsíble for calllng for ..tocates,r.ê¿./r An OWTS Permit must be obtained from Garfield county prior to starting installationofsystem CLEANOTIT BACKT'ILLIVITH NATIVE IIIÀTERIAL i _ I _ _-:' I0l¡ll GALLON SEPTICTANK SEENOTES.SET ITEE' TOÞOFAOUSE FO't h¡ùAnoNro0.o t_"_- IYORTH SCALETt'- !9' á*\â,7 SCHDTI4:IXITEN:q[r.olqllf , 2 BEDS, SEE SECTION A 4Rolvs@12EACHROW 8 TOTÀL SET BOTTOM OF IN¡'TLTRATORS¡ 28f BEI,OWEXISTINGGRÂDE AT SOIJTIIEAST CONNER OFEACH BED 12'MINIMIJM COVER 36" CENTER TO CENTER ãl tsfntll 68noe I t 4//5/1 Lileâ0É 3¿fZeW êt¿¿ 4P s 7)Et¿L43/â" HoLês PIÁ T¡CORHDPNLü' ÍLÀTORDOITiED " FASTENÎORISER 4l'PlcF.P€wP olë | IUF/L7&47otz ÐEt¿¿ Z_r/¿r ,Høtêsi3'-rî Ëzott-Aarrdà- ' uêNy'A/sPâeftø*/ ;PonT 72êrâG- srTE PLAII, DETAILS, & NOTES ON-SITE WASTEìVATER TREATMENT sYsrEM (owrs) TBD - CR 237 TRACT 24 srLT, coLoRAIlo GARFmLD, COUNTY 24'DIAMETER RI'PEnls|Êlr FÂSTD¡I ì sET BOmoM OF rnfiFrLTRÁ,TORS 28tr BELOW EXISTTNGGRADE AT SOUTHEAST CORNER OFEACHBEI) TANI(C¡OVTR GEGTEXTILE FABRIC ON ranü( RTS,ERDETATL TANKSIALL Spnt- 13- 2Ot0 rrwlî I of't Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone (970) 945-8212 PERMIT # SEPT -1O-19-6026 Project Address 831 CR 237 PERMIT CARD POST THIS IN A CONSPICIOUS PLACE WHEN CONSTRUCTION IS STARTED Permit Type Septic - New Work Classification New Issue Date 11/22/2019 Expiration Date 11/22/2020 Owner Name CMH Homes, Inc. Contractor(s) CMH Homes, Inc. Parcel No. 212736300073 Owner Phone 970-245-9039 Contractor Phone 970-245-9039 Work Description New engineered OWTS for new manufactured dwelling AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location, construction and erection of the proposed structure for which this permit is granted. The applicant further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building division and immediately become null and void. Inspection Comments Pass Date Perc Test Final PLEASE SEE BACK OF PERMIT FOR OTHER COMMENTS ADDITIONAL INSPECTIONS MAY BE REQUIRED For Inspections Call (970) 945-1377 x1621 For DrivL way Inspections Call (970) 625-8601