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HomeMy WebLinkAbout1.0 ApplicationGarfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970} 945-8212 www .garfield-county.com TYPE OF APPLICATION D Administrative Review D Limited Impact Review D Major Impact Review D Amendments to an Approved LUCP OUR DMIR DsuP D Minor Temporary Housing Facility D Vacation of a County Road/Public ROW D Location and Extent Review D Comprehensive Plan Amendmen ~ D Pipeline Development II II II LAND USE CHANGE PERMIT APP IL ICA lilON FORM ,,., l!J Development in 100-Year Floodplain D Development in 100-Year Floodplain Variance D Code Text Amendment D Rezoning D Zone DistrictD PUD D PUD Amendment D Administrative Interpretation D Appeal of Administrative Interpretation D Areas and Activities of State Interest D Accommodation Pursuant to Fair Housing Act D Variance D Time Extension (also check type of original application) INVOLVED PARTIES Owner/ Applicant Name: C.. ()'\ J-J Phone: ( '170 ) ~l/ $"· 9<l59 Mailing Address: '2 7/ ;?3 Ro a c0 City: Gi'a n cR :Zuo c)-; Q v1 State: ('a Zip Code: S 15 0 '5 E-mall:.-Ji.~=.,..~IL.f-jt...µ..u...:.~....a...,::.,_.........,'""""' ........ ........,>....loL"'""""" .......... ...._ __ ........,._._....._.. ______ _ Representative (Authorization Required) Name: __________________ Phone: ( __ . _____ _ Mailing Address: _________________________ _ City: ______________ State: ___ Zip Code: _______ _ E-mail: ____________________________ _ PROJECT NAME AND LOCATION Project Name: C ba v e z 1 Tasc Assessor's Parcel Number: .;L_L..2.2---2...!LSL.-0 ..S: -..f1..5....3- Physical/StreetAddress: _..!./._..8"".D~-------------------- Legal Description: 6cr.h 'o 1l :20 To a >t\5 h ,·p : fn 'Ran3 e. : 93 S ub d ,· ,,,·.s / n .' 'X;f'/.e V/llo.je .S o v th liloc,k : 3 b:o f: R <aa c-0 q Zone District: 1?/U '/lr.sri cl f t1flg / ldr /wi Property Size (acres): _____ _ PROJECT DESCRIPTION Existing Use: __.U~n~d__,'f"-&.V ... e...,/-4<0,~,o .... e....,OJ""'--_/.. ... a ...... cd=----------------- Proposed Use (From Use Table 3-403): _q:; ______ S ..... kt---.11 .... ~_q-..-..;rol.~'S---. __ ?_-_?_O_I __ _ Description of Project: _S: ___ ,_. o .... D._l ...... "f...__f'. .... ·_a ... 111 ........ ,,_· ... h...,.,.__ ..... h ....... o .... m ............. e. ... _ .... l _o-'c_D._f.._..C"._c .... '7 __ 0 __ 11 ___ _ v I +o.J rt /o f s 8' tt-q {man" £a r f e r -rcC /f am.-e. ) l=t va REQUEST FOR WAIVERS Submission Requireme nts D The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: Section: Section: Section: Waiver of Standards ~ The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: t lb "'ram• tnM f c Au er , ... uf.;ection: I Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. Signature of Property Owner Date OFFICIAL USE ONLY / File Number: ____ -___ _ Fee Paid:$ ___________ _ ( ( Cl8p>i1. homes CMH HOMES, INC. WRITIEN CORPORATE CONSENT Be il known lhal Nathan Brill, Assislnnl Secretary of CMH Homes, Inc., having been duly authorized and empowered by the Board of Directors does hereby designate thul Shawn Ruse, Manager of CMH Homes, Inc. OBA Clayton Homes,# I037 is authorized and empowered lo sign documents related lo transactions of the certain real estate located at TBD Remington Street, Rine, CO 81650. The manager is not authorized lo enter into any Guarantee Agreement or any other contract thal would require CMH Homes Inc. lo ns.c;ume respomdbilily for any loan balances or payments owed by a consumer if lhey default on lheir home loan with their lender. I hereby certify that I am the duly qualified Assistant Secretary of the aforesaid Corporation and that I am authorized lo make the aforementioned designation. Dated this 26 111 day of January, 2016 Nathan Brill Assistant Secretary TENNESSEE COUNTY OF BLOUNT The 26 111 day of January, 2016 personally came before me, Celena Wilson, a Notary Public for the suid County and State, Nathan Brill who, being by me duly sworn, says lhal he is Ac;sislunt Secretary of CMH Homes, Inc., a corpomlion, and lhal snid writing was signed and scaled by him in behalf of said corporation by ils authority duly given. Witness my hand and official seal, this the 261h dny of January, 2016 Notary Public My commission expires: April 22, 2019 5000 Clayton Road • Maryville, Tennessee 37804 • www.claytonhomes.com • 865.380.3000 • Fax 865.380.3784 ca; Garjield County STATEMENT OF AUTHORITY ~ ~R.SJ38-30-172, the undeislgned executes this Statement af Authority on behalf of mL.lflC. .a J&nneU(. <c:s.rcmatJgp,ltmlted llablllty company, general partnership, registered llmlted llabUlty partnership, registered limited bablllty llmlted partnership, limited partnership association, govemment asency, trust or other), an entity other than an lndlvldual, capable of holdlns title to real property (the "Entity"), and states as follows: ThanameoftheEntllyb.~ • and Is formed under the laws of • The maUfl11 addressforlhe EntkYJi =• @I ·iA144jiil ~ Jfi-. The llmltatlons upon the authority of the person named above or holdlns the position described above to bind the Entity are as foUows (If no Jlmltatlons, Insert "None"): +OOl1tJ..~-.&:::1=--------- Other matters concerning the manner In which the Entity deals with any Interest In real property are (If no other matter, leave this section blank): ________________ _ EXECUTEOthtsRday of.K.AV~n __ .. ...,\ ___ -J.2oU/L. Signature: ·~ Name (prlnted~~l.4!T Title (If any):-..::_;-..&a.a.=.--------- STATEOF °1ef\VC~<;l.J. ) ru .~ )SS. COUN'TYOF Q fiU IQ l The.foreae!nl\nstrume~t,vt:.s acknowledged before me this ~ay of .. .Jrov\......,~~~ \ ___ • 20.lla. by U.A.~ :Bn K.._ • on behalf of cmf!:bliitJOc..-. a 11¥\V\es&d< UJr\21>@kllJY\ . J1acfA~ (Notary Public) Garfield Cou ~ MEMORANDUM TO: Staff FROM: County Attorney's Office DATE: June 24, 2014 RE: Mineral Interest Research Mineral interests may be severed from surface right interests in real property. Colorado revised statute 24-65.5-103 requires notification to mineral owners when a landowner applies for a land use designation by a local government. As such, the landowner must research the current owners of mineral interests for the property. The Garfield County Land Use and · Development Code of 2013 ("LUDC") Section 4- l Ol(E){l)(b)(4) requires written notice to owners of mineral interests in the subject property "as such owners can be identified through the records in the office of the Clerk and Recorder or Assessor, or through other means." It is the duty of the applicant to notify mineral interest owners. The following is a suggested process to research mineral interests: 1. Review the current ownership deed for the property (i.e. Warranty Deed, Special Warranty, Quit Claim Deed or Bargain and Sale Deed-NOT a Deed of Trust). The ownership deed is usually one or two pages. Is there a reservation of mineral interests on the ownership deed? Are there any exceptions to title? A deed may include a list of reservations that reference mineral owners or oil and gas leases. 2. Review your title insurance policy. Are there exceptions to tide listed under Schedule B- Ii? If so, review for mineral interests that were reserved and oil and gas leases. 3: Check with the Assessor's office to determine if a mineral interest has been reserved from the subject property. The Assessor's office no longer documents the mineral reservation ownership for its tax roll records unless ownership has been proven. There are only a limited number of mineral owners who have provided such information to the Assessor,s office so this may not provide any information, depending on your property. ' -MEMO June 24, 2014 Pagei 4. Research the legal description of the subject property with the Clerk and Recorder's computer. You can search the Section, Township, and Range of the subject property. You may find deeds for mineral interests for the subject property. 5. Research whether a Notice of Mineral Estate Ownership was filed for the subject property. On the Clerk and Recorder's computer, search under Filter (on the right hand side of the screen), General Recordings, Notice of Mineral Estate Ownership for the subject property. 6. If you find mineral interest owners as reservations on your deed, listed in your title insurance policy, from the Assessor's records or the Clerk and Recorder's computer, you need to determine whether these mineral interests were transferred by deed and recorded in the Clerk and Recorder's office. 7. Enter the name of the mineral interest owner as the Grantor in the Clerk and Recorder's computer to see if the mineral interest was transferred. If you find a transfer deed, you need to repeat this process to follow any transfer of the mineral interest to present day. 8. Include a description of your research process in your application and the name(s) and address( es) of the current mineral interest owner(s). Mineral interest research can be a difficult and time consuming process. If you are unable to detennine mineral rights ownership by yourself, consider hiring an attorney or land.man. Attorneys and landmen specialize in determining mineral rights ownership, but they charge a fee for their services. Commonwealth Title Company of Garfield County, Inc. Thursday, April 7, 2016 Lauri Welch CMH Homes, Inc. 67123 Road Grand Junction, Colorado 81505 127 Bat Sdo Street Rifle, Ca!Olldo 81650 Telephone: (970) 625-3300 Paaimile: (970) 625-3305 Re: Mineral Owners; CMH Homes; CWT Rte No. 1SU041-2 Dear Lauri: We exal"('lined ownership of mineral rights for the followlng described parcel: Lots8and9 Block3 Rifle Village South As appears from the recorded documents In the Garfield County Clerk and Recorder's Office we examined for the above described parcel and subject to reservations, exceptions and conditions contained In the United States Patent, easements, rights of way, liens, encumbrances, and all matters whether recorded or not that are not directly related to the severed mineral estate, Including, but not llmlted to, rights of parties In possession, liens, If any, of mechanics and materialmen, zoning and subdivision regulations, and any state of facts which an accurate survey would disclose, title to the mineral rights Is vested as follows: Glen Brothers LLLP, an undivided 33.3333% 2405 Meadowlark Lane, Glenwood Springs, Colorado 81601 Chad J. Barsness, an undivided 6.6667% 86 South Third Street, Carbondale, Colorado 81623 Robert B. Emerson, an undivided 10.0000% 86 South Third Street, Carbondale, Colorado 81623 CMH Homes, Inc., as to all other minerals and mineral rights. Although we deem this Information to be rellable, Is not to be construed as an abstract oftltle, nor an opinion of title, nor a guaranty of title, and the Company's llabllity Is limited to the amount paid for the mineral examination. We expended 2 hours on this project. Our fee for mineral rights ownership examinations Is $125.00 per hour. The total amount due Is $250.00. The effective date of this mineral title analysis Is March 29, 2016. If you have any questions regarding this analysis, please contact me. Sincerely, c<D-C· ~-'' Patrick P. Burwell Glenwood Springs Branch 1322 Grand Avenue Glenwood Springs, Colorado 81601 Telephone: [970) 945-4444 Facsimile: [970) 945-4449 PLI I llllll 111111111111111111111111111111111111111111111111 E 694241 03/17/2006 01:34P 81781 P77 M ALSDORF 1 of 2 R 11.00 D 0.00 GARFIELD COUNTY CO SPECIAL WARRANTY DEED Eva M. Zastrow, Granter, for good and valuable consideration, in hand paid, hereby sells and conveys to Glen Brothers LLLP, Grantee, whose legal address is 2405 Meadowlark Lane, Glenwood Springs, Colorado 81601, the following real property in the County of Garfield and State of Colorado, to wit: All of Grantor's interest, including all right, title and interest (being a 33.333% interest representing 137. 72 net mineral acres) in and to all of the oil, gas and minerals in, on and under and that may be produced from the following described lands: Township 6 South. Range 93 West. 6th P.M. Section 16: That part of Lot 4 lying South of the D&RGWRR right-of-way, said part containing 40.00 acres described as beginning at a point from which the SE corner of Lot 8, Section 17 bears South 26°24' East 808 feet; thence North 88°00' East 267 feet; thence North 51°10' East 559 feet; thence North 58°24' West 169feet; thence South 51°10'West716feettothe point of beginning Section 17: Lot 6 (35.00), SESW, and Lot 8 (40.00) LESS AND EXCEPT 2.34 acres Section 18: Lot 12 (20.50) Section 19: NENE Section 20: N2NW, SENW, S2NE with all its appurtenances, and warrants the title to the same against all persons claiming under the Granter. NO DOCUMENTARY FEE REQUIRED: Transfer for estate planning purposes with consideration less than $500.00. SIGNED this 16th day of __ Ma_r_ch _____ , 2006. O\A~.h After rccordiJla mum to: Dan Kerst, P.C. 823 Blake Ave., Ste. 202, Glenwood Springs, CO 81601 ,,.,. r;> ( ~' I -''I I .' "'! :RE STATE OF COLORADO ) ) SS. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this 16th day of March , 2006, by Roger L. Zastrow as attorney-in-fact for Eva M. Zastrow. WITNESS my hand and official seal. My commission expires: 10;31/2001 After recordins return to: Dan Kerst, P .c. 823 Blake Ave., Ste. 202, Glenwood Springs, CO 81601 1111111 lllll llHlll Ill lllH lllHI IHlll m 11111 llll llll 693267 03/02/2006 01:2!P 81776 P3!1 n ALSDORF 1 af 2 R 11.00 D 4.30 GARFIELD COUNTY CO MINERAL DEED NO REM. PROPEMY TRANSFER DECUMTIOll ACCOMPNllED 1llS DOCtm1' Eva M. Zastrow, C/0 Roger Zastrow of 2405 Meadowlark Lane, Glenwood Springs, CO 81601, hereinafter called Grantor, is the owner of a fifty percent (50%) interest of the oil, gas and other minerals that may be produced from the property described below. The Gran tor, for and in consideration of the sum of ten and more dollars ($10.00), cash in hand paid, and other good and valuable considerations, the receipt of which is hereby acknowledged, has hereby granted, bargained, sold, conveyed, transferred, assigned and delivered unto Robert B. Emerson, an undivided twenty percent (20%) and unto Chad J. Barsness, (collectively "Grantees", each of whose address is 86 South Third Street, Carbondale, CO 81623), an undivided thirteen and one-third percent (13.333%) of Grantor's right, title and interest in and to the oil, gas and other minerals in and under and that may be produced from the following described lands situated in Garfield County, Colorado, to-wit: Township 6 South. Range 93 West, 611i P.M. Section 16: That part of Lot 4 lying South of the D&RGWRR right-of-way, said part containing 40.00 acres, more or less Section 17: Lot 6 (35.00), SESW, and Lot 8 (40.00) LESS AND EXCEPT 2.34 acres Section 18: Lot 12 (20.50) Section 19: NENE Section 20: N2NW, SENW, S2NE Containing 413.16 acres, more or less. It is the specific intent of this instrument to convey one-third (33.333%) of the Grantor's right, title and interest in the above-described property, twenty percent (20%) to Robert B. Emerson and thirteen and one-third percent (13.333%) to Chad J. Barsness, said Grantees to receive their proportionate share of all bonuses, rents, royalties, production payments, or monies of any nature accrued in the past or future regarding said thirty three and one-third percent (33.333%) of the Grantor's interest conveyed hereby. Grantor reserves unto herself the remaining two-thirds (66.667%) of the Grantor's interest. This sale is made subject to any rights now existing to any lessee or assigns under any valid and subsisting oil and gas lease of record heretofore executed, it being understood and agreed that said Grantees shall have, receive and enjoy the herein granted undivided interests in and to all bonuses, rents, royalties, and other benefits which may accrue under the tenns of said lease insofar as it covers the above described land, precisely as if Grantees herein had been at the date of the making of said lease the owner of a similar undivided interest in and to the land described and Grantees the lessors therein. .., ?~\\ ,o . '.~ )0 RU&t:Hf 8. e:Mt:RSON. P¢(v..?) 88 South Third Street v Carbondale. Co. 81623 1111111111111111111111111111111111111111111111111111111 693267 03/02/2006 01:29P B1776 P352 n ALSDORF 2 of' 2 R 11.00 D 4.30 GARFIELD COUNTY CO Granter agrees to execute such further assurances as may be requisite for the full and complete enjoyment of the rights herein granted. TO HAVE AND TO HOLD the said above-described property and easement with all and singular the rights, privileges, and appurtenances thereunto or in any wise belonging to the said Grantees herein, their respective heirs, successors, personal representatives, administrators, executors, and assigns forever. EXECUTED this~ day of 4.Jrv.., • F, 2006. EVAM. ZASTROW By: STATE OF COLORADO ) ) SS. COUNTY OF GARFIELD ) Subscribed, sworn to, and acknowledged before me this _a., •t day of ~ UnAA.u.o.. , 2006, by Roger Zastrow as attorney in fact for Eva M. Zastrow. ~ ~ Wiqiess my hand and official seal. • • > . ~ . ,, ·/ ~·.· / ~ :"\-f,' ,.:. . 11" ...._,. ·.' i ,... ·~ :,, ·.-._ . . . . · Myto~ssion expires: 7-1-<'I 2/20/06-E:\Data\Assistantl \wpdata\Rbedoc-J\zastrow mineral deed to rbe & cjb2.wpd , .. • .. J ., . ~ i~ . I ~ I ., . n . . " "" . ~ .~ • • . ., • ~ : ' • . ' ..... I ~ " : 11 ' 't .. j1 1 I .. r "" : I ----i-:--~ I ""' 1- °'l --I • Q . I'" - . ·' T I _!_. ~f\~JQ_ -s 1 SL J<,?., J" - -' ~ ·.a ~ . ' ~ .. -~ ' ' l V '. v ~ I - •' - ) ' I -_ __. ... 0 . ... ,, - - -- --- --• Ul N .... ~ '1l l1\ 0() ... . , " I -~ I -~ N N .. N • N OI • N I .. cG< Garfield County Community Development Department 108 8"' Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com Administrative Revlew Limited Impact Review Major Impact Review Amendments to an Approved LUCP OuR OMIR Osup CJ Location and Extent Review CJ Comprehensive Plan Amendmen~ OWner/AppDcant Name: C., ()) H Malllng Address: (2 7/ 23 Road) City: O.tan& JuocJ·i oY1 CJ Code Text Amendment CJ Rezonlng D Zone DlstrtctD PUD D PUD Amendment CJ Areas and Activities of State Interest CJ Accommodation Pursuant to Fair Housing Act CJ Variance Ucatlon Phone: ( '170 ) ~f(S--9059 State: Cc Zip Code: S / o 0 'fi E-mall:....a..~~l...M&-l-Ll..l.L.&~~,i.J-L...14.1~.+l,,lL.U-~...i....&.o~--'--'-":i..A:L..r....:..------- Project Name: Chavez J T a~e- Assessor's Parcel Number: .2....L.22--.21LJL -_Q£ -.fl.fi...3- Physlcal/Street Address:_T,.l...Aoj8UIJ2"------------------- Lepl Description: &r:.h'ofl ;;zo Toou,.sbtp: &, &nee· : 93 SuJJ,·1,,·st n: 'Rif/.e V/llQJe Sov th 8/ook.; 2 b.o /-R qaaO q Zone District: 1?/U 1l~sricter1fig / Ur/wt Property Size (acres): ____ _ Proposed Use (From Use Table 3-403}: ___ <f' ____ _,;;S;..:;ffi~11.a.;;tR~a:1.ird'-=rs .. __ ?_-..... ?_t!J_I __ _ Desaiptlon of Project: _S........,,· ... o...,.t0~f;t~_....¥i ... a"""m ........ ,._.· t._.-.¥,.__ .... h .... o~m ........ e ... ~_ .... la...,_.c....,o ....... t_.'=' ........ rO..__.-o ... t1 ........ __ v I +,µ Ct /o t S. 8' ~Cf (man" £q c I= e c 1"d/ If am-e ) t=t vo SUbmlsslon Requirements CJ The Applicant requesting a Waiver of Submission Requirements per Section 4-202. Ust: Section: Section: ___________ _ Section: Section: ___________ _ Wa~r of Standards !,a. The Applicant Is requesting a Waiver of Standards per Section 4-118. List: Section: /rnyt<JlttlrJ.'Nl tc 13 t:t&'*~ctlon: ___________ _ Section: Section: ___________ _ I have read the statements above and have provided the required attached Information which Is correct and accurate to the best of my knowledge. ~~ Signature of Property OWner Date / File Number: ____ • ___ _ Fee Paid:$ _________ _ CIVCO Engineering, Inc. Civil Engineering Consultants PO Box 1758 * 1256 W 400 S, Suite 1 Vernal, Utah 84078 Phone (435)789-5448 * Fax (435)789-4485 Email: civco@civcoengineering.com May 4, 2016 RE: CMH Flood Plain Development Permit (File No. FDPA-04-16-8445) 1.0 Summary The Chavez residence will be located on Lots 8 & 9 Rifle Village South; on Remington Ave. in Garfield County. This property is situated within a Zone AO Special Flood Hazard Area (SFHA) subject to inundation by the 1% annual chance flood. Zone AO is defined as “Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined.” The flood zone is associated with alluvial fan flooding from Helmer Gulch, and the 100 year discharge is defined as 760 cubic feet per second (cfs). The flood depth in this area is defined as 1 foot with a velocity of 4 feet per second (fps). The entire parcel is located within the flood zone. The proposed residence will be a single story manufactured home with treated lumber framed perimeter foundation walls on concrete footings and chassis supports on spot footings throughout the crawl space. The structure will be anchored to resist flotation using over the top frame ties anchored to the exterior foundation. The finished floor elevation (FFE) will be 2 feet higher (5365.37) than the highest adjacent ground elevation (5363.37). The lot will be graded to provide positive drainage away from the structure in all directions. 2.0 County Floodplain Overlay Regulations The Garfield County Land Use and Development Code specifies general standards for development within a floodplain and specific standards that apply to the different types of SFHA zones that have been defined. The sections of that code that apply to the proposed project are 3- 301 B-G, 4-109, and 4-203. These sections are discussed in sections 2.1, 2.2 and 2.3 of this report. 2.1 Garfield County Land Use and Development Code 3-301 3-301 B. General Standards. In the Floodplain Overlay, the following provisions are required for all New Construction and Substantial Improvements: 1. All New Construction or Substantial Improvements shall be designed (or modified) and adequately anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. Page | 2 The proposed residence will be a single story manufactured home with treated lumber framed perimeter foundation walls on concrete footings and chassis supports on spot footings throughout the crawl space. The structure will be anchored to resist flotation and lateral movement using over the top frame ties anchored to the exterior concrete foundation. Refer to attached foundation plans. 2. All New Construction or Substantial Improvements shall be constructed by methods and practices that minimize flood damage. The proposed project site has been designed to minimize the probability for floodwaters to impact the proposed structure. Refer to sections 4.0 Site Grading and 5.0 Flood Damage Protection. Construction materials have been specified according to the International Residential Code Section R401. Refer to attached foundation plan. 3. All New Construction or Substantial Improvements shall be constructed with materials resistant to flood damage. Foundation materials have been specified per the International Residential Code Section R401. Refer to section 4 Site Grading and to the attached foundation plan. 4. All New Construction or Substantial Improvements shall be constructed with electrical, heating, ventilation, plumbing, and air conditioning equipment, and other service facilities that are designed and/or located so as to prevent water from entering into or accumulating within the components during conditions of flooding. The finished floor elevation of the structure will be 5365.37 feet which is 1 foot higher than the reported flood water depth. A concrete slab for the air conditioning unit will be constructed with a finished top of slab elevation of 5364.37 feet. All electrical, heating, ventilation, plumbing, and air conditioning equipment, and other service facilities have been designed to keep those systems higher than the 100-year floodwater elevation. Refer to section 5.0 Flood Damage Protection. 5. All Manufactured Homes shall be installed using methods and practices which minimize flood damage. For the purposes of this requirement, Manufactured Homes must be elevated and anchored to resist floatation, collapse, or lateral movement. Methods of anchoring may include, but are not limited to, use of over-the-top or frame ties to ground anchors. This requirement is in addition to applicable State and local anchoring requirements for resisting wind forces. The structure will be anchored to resist flotation and lateral movement using over the top frame ties anchored to the exterior concrete foundation. The foundation has been designed according to the International Residential Code section R401. Refer to section 5.0 Flood Damage Protection and to the attached foundation plans. Page | 3 6. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system. The proposed project will connect to the Rifle City culinary water system. The water service lateral will be water tight and will terminate above the finished floor. 7. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the system and discharge from the systems into flood waters. The proposed project will connect to the Rifle City sanitary sewer system. The sewer service lateral will be water tight and will terminate at or above the finished floor. 8. On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. Does not apply. There is no on-site waste disposal system. 3-301 C. Specific Standards. In the Floodplain Overlay, where BFE data has been provided. Does not apply. Base flood elevation has not been provided on FIRM. 3-301 D. Floodway. The proposed structure is not located within the floodway. The floodway will not be altered in any way by this project. Refer to attached FIRM. 3-301 E. Standards for Areas of Shallow Flooding. Areas designated as shallow flooding are located within the SFHAs. These areas have special flood hazards associated with Base Flood depths of 1 to 3 feet where a clearly defined channel does not exist and where the path of flooding is unpredictable and where velocity flow may be evident. Such flooding is characterized by ponding or sheet flow; therefore, the following provisions apply: 1. All New Construction and Substantial Improvements of residential structures have the Lowest Floor (including Basement) elevated above the highest adjacent Natural Grade at least 1 foot above the depth number specified in feet on the community’s FIRM (at least 3 feet if no depth number is specified). The high point of the lot around the perimeter of the proposed structure has an elevation of 5363.37 feet and is located at the south east corner of the proposed structure. The finished floor elevation of the structure will be 5365.37 feet which is 1foot higher than the reported flood water depth of 1 foot. Page | 4 2. All New Construction and Substantial Improvements of nonresidential structures: Does not apply. This is a residential structure. 3. Adequate drainage paths around structures are required to guide flood waters around and away from proposed structures. Drainage shall not adversely impact adjacent properties. The lot will be graded to provide positive drainage away from the structure in all directions. The existing site is crowned and approximately one quarter of the lot drains northerly toward Remington Avenue. The remaining three quarters of the lot drains to the alley on the northern side of the lot. Proposed site grading will maintain the same general grading pattern. Refer to section 4.0 Site Grading and the grading and drainage plan attached to this document. 3-301 F. Properties Removed from the Floodplain by Fill. Does not apply. 3-301 G. Alteration of a Watercourse. Does not apply. 2.2 Garfield County Land Use and Development Code 4-109 4-109. DEVELOPMENT IN THE 100-YEAR FLOODPLAIN. 4-109A. Overview. Applications for development within the 100-year Floodplain must receive a Floodplain Development Permit prior to any development. A floodplain development permit has been applied for. 4-109B. Review Process. Development in the 100-Year Floodplain shall be processed pursuant to section 4-103, Administrative Review. A Floodplain Development Permit shall be issued upon approval of the application. Pending review by county. 4-109C. Review Criteria. A Floodplain Development Permit may be issued by the Director or designated Floodplain Administrator if it is found that the application is in conformance with section 3-301, Floodplain Overlay Regulations, and upon weighing the following relevant factors: 1. The danger to life and property due to flooding or erosion damage; Refer to section 3.0 Flood Plain Analysis. Page | 5 2. The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner; Refer to sections 3.0 Flood Plain Analysis, 4.0 Site Grading and 5.0 Flood Damage Protection and the attached site plan drawings. 3. The danger that materials may be swept onto other lands to the injury of others; Refer to sections 3.0 Flood Plain Analysis, 4.0 Site Grading and 5.0 Flood Damage Protection and the attached site plan drawings. 4. The compatibility of the proposed use with existing and anticipated development; The proposed single family dwelling is located within a residential subdivision. 5. The safety of access to the property in times of flood for ordinary and emergency vehicles; The proposed project will have no effect on the safety of access to the property by ordinary or emergency vehicles. 6. The costs of providing governmental services during and after flood conditions, including maintenance and repair of streets and bridges, and public utilities and facilities such as sewer, gas, electrical, and water systems; The proposed project will not increase the costs of providing governmental services during and after flood conditions. 7. The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters and the effects of wave action, if applicable, expected at the site; Refer to section 3.0 Flood Plain Analysis. 8. The necessity to the facility of a waterfront location, where applicable; Does not apply. 9. The availability of alternative locations, not subject to flooding or erosion damage, for the proposed use; Does not apply. 10. The relationship of the proposed use to the Comprehensive Plan for that area. The proposed single family dwelling is located within a residential subdivision. Page | 6 2.3 Garfield County Land Use and Development Code 4-203 4-203 O. Floodplain Analysis. When a project is located within a Special Flood Hazard Area, if there is an indication or suggestion that a project is located in a SFHA, or if a project is a division of land or a PUD over 5 acres in size or proposes 50 lots or greater, the application must include a Floodplain Analysis. 1. Floodplain Specific Site Plan. The Applicant shall submit a Site Plan with specific information pertaining to the SFHA and shall include the following elements. The Floodplain Administrator may require, or the Applicant may choose to submit, a more detailed version of all or part of the Site Plan. Any elevation information shall be provided in the North American Vertical Datum of 1988. a. Base Flood boundary and water surface elevations; Refer to attached FIRM. b. Floodway boundary; Refer to attached FIRM. c. Channel of water course; Refer to attached FIRM. d. Existing and proposed topographic contours shown at vertical intervals of no greater than 2 feet; Refer to the attached site plan drawings. e. Elevation of the Lowest Floor, including Basement and garage, or each existing and proposed structure; Refer to the attached site plan drawings. f. Proposed elevations to which structures will be flood-proofed; Refer to the attached site plan drawings. g. Existing and proposed location, dimension, and elevation of proposed landscape alterations, structures, streets, water supply and any sanitation facilities; Refer to the attached site plan drawings. Page | 7 h. Boundaries and total land area of existing and proposed impervious surfaces, including structures; and Refer to the attached site plan drawings. i. Location of existing water supply ditches, irrigation ditches and laterals. Refer to the attached site plan drawings. 2. A certificate from a qualified professional engineer or architect that the nonresidential flood-proofed structure shall meet the flood-proofing criteria in section 3-301.C.2., Specific Standards for Nonresidential Construction. Does not apply. This is a residential structure. 3. An elevation certificate from a qualified professional surveyor, engineer or architect that certifies that all residential construction and mechanical equipment will be at least 1 foot above BFE. Refer to the attached elevation certificate, prepared by Kipp Land Surveying. 4. Description of the extent to which any watercourse or natural drainage will be altered or relocated as a result of proposed development. No watercourse or natural drainage will be altered or relocated as a result of the proposed development. Refer to the attached grading and drainage plan and FIRM. 5. An engineer’s report completed by a qualified professional engineer experienced in hydrology or hydraulics, using a methodology acceptable to FEMA or the CWCB, that address the standards in section 3-301.B-G. of this Code. This report has been prepared to specifically address the requirements of the Garfield County Land Use and Development Code 3-301.B-G and standard level of care for development within an SFHA. 3.0 Flood Plain Analysis The Zone AO SFHA is an alluvial fan shallow flood plain. In an alluvial flood plain, the entire plain is not inundated during every flood event. An alluvial flood plain is formed over thousands of years. High velocity, sediment laden flood waters enter the flatter flood plain and gradually slow until the waters no longer have the energy required to transport the sediment they contain. When the waters slow sufficiently, the sediment settles out of the water creating deposits on the flood plain. As this process occurs over many years the alluvial fan changes shape topographically and flow paths are changed for each succeeding flood event. Page | 8 The 100 year flood discharge at the mouth of Helmer Gulch is 760 cfs with a flood depth defined at a depth of 1 foot with a velocity of 4 fps. The width of the flood plain at the project, scaled from the firm map, is approximately 3500 feet. Using the continuity equation (Q = vA) we can solve for the width of flow of the 100 year flood, which will be approximately 190 feet. From this, in the event of a 100 year flood (0.1% chance) the percent chance for this property to be inundated is approximately 5% (190ft/3500ft). Other factors influencing flooding in this area include roads, grading due to land development and farming activities and the development of Helmer Gulch itself. The alluvial fan has been developed significantly over the past 40 years. The roads in the Rifle Village South Subdivision alone will do much to channelize and potentially split the flow of flood waters through this area. This report does not include the analysis of these impacts, but merely mentions them to show that by following the standards specified in the Garfield County Land Use and Development Code, the proposed residence will be reasonably protected from damage caused by flooding. A flood plain report prepared by Jerome Gamba & Associates in May of 1996 was referenced in the preparation of this report. A copy of that report has been attached to this document. 4.0 Site Grading The project site is currently vacant. Remington Avenue drains generally from east to west. The existing site is crowned and approximately one quarter of the lot drains northerly toward Remington Avenue. The remaining three quarters of the lot drains to the alley on the northern side of the lot. Proposed site grading will maintain the same general grading pattern. The high point of the lot around the perimeter of the proposed structure has an elevation of 5363.37 feet and is located at the south east corner of the proposed structure. The finished floor elevation of the structure will be 5365.37 feet which is 1foot higher than the reported flood water depth of 1 foot. Finished grade elevations around the structure will be 18 inches below the FFE or 6 inches above the existing grade. A concrete slab for the air conditioning unit will be constructed with a finished top of slab elevation of 5364.37 feet. The lot will be graded to provide positive drainage away from the structure in all directions. Refer to the grading and drainage plan attached to this document. 5.0 Flood Damage Protection The proposed project will connect to the Rifle City culinary water and sanitary sewer systems. Service laterals will be water tight and will terminate at or above the finished floor, thereby minimizing or eliminating the infiltration of potential flood waters into either system. To protect the proposed structure from flotation, collapse or lateral movement, the structure will be anchored using over the top straps anchored to the concrete foundation at regular intervals along the north and south sides. 6.0 Conclusion The proposed project has been designed with flood protection in mind. The Garfield County Land Use and Development Code has been used as a guide in the selection of measures used to protect the proposed structure from flood damage. By constructing the site according to the proposed site plan and the Development Code, the home will be reasonably protected from damage caused by flooding. Approved by: Vance V. King, P.E. Page J 9 DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency ELEVATION CERTIFICATE IMPORTANT: FOLLOW THE INSTRUCTIONS ON PAGES 9-16 OMB Control Number. 1660-0008 Expiration -11/30/2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official , (2) Insurance agent/company, and (3) building owner. SECTION A -PROPERTY INFORMATION FORM INSURANCE COMPANY USE A1 . Building!wM He J:.IJ ( Policy Number: A2 . Building Street Address (including Apt., Unit, Suite, and/or Bldg . No.) or P.O. Route and Box No//3 D '/!€rY1;~J1,vSfreef Company NAIC Number: f!-, fLe -j state (I'll u r "A.' jzipCode fJ/{5() City A3. Property Dr;rsn (et ;;d qoc: N~1;~T7l31 Num;z:· rl~Descv:iQf t:); i ~v/h SJ:;-fJ v .. S1v'-.- A4 . Building Use (e .g., Residential , Non-Residential , Addition , Accessory , etc .) AS . Latitude/Longitude : Lat~ .3050 5b4 Long./ rn Hi 0 z, Horizontal Datum: (' NAD 1927 ~AD19B3 A6 . Attach at least 2 photographs of the building if the Certificate is being used to obtain flood in surance . A7 . Building Diagram Number AB . For a building with a crawlspace or enclosure(s): A9 . For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the b) Number of permanent flood openings crawlspace or enclosure(s) within 1.0 foot in the attached garage within 1.0 foot above adjacent grade above adjacent grade c) Total net area of flood openings in AB .b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? \Yes \No d) Engineered flood openings? \Yes \No SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION u~~:;,~7:r~.T,lflf"G,tmo8ozS I ~~oBtyName C-,.r p; e I /J IB3.cto 84 / 3s3el ~fr BS . Suffix Bs-:-FIRM Index Date B7 . FIRM Panel Effective/ BB . Flood Zone(s) B9. Base Flood Elevation(s) J-~-1~~6 Revised Date (Zo ne AO, use base flood l-5 -/'1 8 b A-0 depth 6 2 4 JC/()0 53 -g B10 . Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9 : (' FIS Profile ~IRM ('Community Determined ('Other/Source: 811. Indicate elevation datum used for BFE in Item B9 : (' NGVD 1929 ~NAVO 19B8 (' Other/Source: B12 . Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? \Yes ~o Designation Date : \CBRS \OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1 . Building elevations are based on : ~onstruction Drawings• (' Building Under Construction • (' Finished Construction C2 . Elevations -Zones A 1 -A30, AE, AH , A (with BFE), VE , V1 -V30 , V (with BFE), AR, AR/A, AR/AE , ARIA 1 -A30 , AR/AH , AR/AO . Complete Items C2 .a -h below according to the building diagram specified in Item A7 . In Puerto Rico only , enter meters. •A new Elevation Certificate will be '.:;uired when constr)ion of the building is complete. Benchmark Utilized : J'..{.,,Q 8 < ~ ( W D P5 Vertical Datum: ~3 '1~ !!._. Indicate elevation datum used for the elevations in items.;-) through h) below . (' NGVD 1929~AVD19BB (' Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace , or enclosure floor) 5365 -lfO ~eet ('meters b) Top of the next higher floor -\feet ('meters c) Bottom of the lowest horizontal structural member (V Zones only) -\feet ('meters d) Attached garage (top of slab) -\feet ('meters e) Lowest elevation of machinery or equipment servicing the building -\feet ("meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) -\feet ("meters g) Highest adjacent (finished) grade next to building (H AG ) 53G3 -Lf O \feet ("meters h) Lowest adjacent grade at lowest elevation of deck or stairs , including structural support -\feet ('meters FEMA Form OB6-0-33 (7/15) Replaces all previous editions . Page 3of15 FO ELEVATION CERTIFICATE SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION OMB Control Number: 1660-0008 Expiration : 11 /30/2018 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by Jaw to certify elevation information . I certify that the information on this Certificate represents my best efforts to interpret the data available . I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code , Section 1001 . D Check here if attachments . Gerti~~~// f, t, Title 0 W fv €- Address Were latitude and longitude in Section A provided by a licensed land surveyor? ){_Yes \No License Number ~~O / Telephone q li -!11&4 !;-'lb Comments (including type of equipment and location , per C2(e), if applicable)" --- Date VATION INFORMATION URVEY NOT REQUIRE ) FOR ZONE AO AND ZONE A (WITHOUT BFE) omplete Items E1 -ES . If the Certificate is intended to support a LOMA or LOMR-F request, complete s 1 -E4 , use natura rad e,-if available . Check the measurement used . In Puerto Rico only , enter meters . E1 . Provi e e ev lion inroFmation lowin and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent gra e a) Top of bottom floor (including basement, crawlspace, or enclosure) is b) Top of bottom floor (including basement, crawlspace , or enclosure) is ~et ('meters D above or D below the HAG . r feet r meters D above or D below the LAG . E2 . For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the nex1 higher floor (elevation C2 .b in the diagrams) of the building is ------r feet r meters D above or D below the HAG . E3 . Attached garage (top of slab) is E4 . Top of platform of machinery and /or equipment servicing the building is r feet r meters r feet r meters D above or D below the HAG . D above or D below the HAG . ES . Zone AO only : If no flood depth number is available , is the top of the bottom floor elevated in accordance with the commun ity 's floodplain management ordinance? )C.::;!es \ No \ Unknown . The local official must certify this information in Section G. SECTION F ·PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A , B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A , B, and E are correct to the best of my knowledge . Property Owner or Owner's Authorized Representative's Name : Address City State ZIP Code Signature Date Telephone Comments D Check here if attachments . FEMA Form 086-0-33 (7 /1S) Replaces all previous editions . Page 4of1s SECTION G -COMMUNITY INFORMATION (OPTIONAL) OMB Control Number: 1660-0008 Expiration : 11130/2018 The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A , B, C (or E), and G of this Elevation Certificate . Complete the applicable item(s) and sign below . Check the measurement used in Items G8 - G10 . In Puerto Rico only , enter meters . G1 . D The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer , or architect who is authorized by law to certify elevation information . (Indicate the source and date of the elevation data in the Comments area below .} G2 . D A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO . G3 . D The following information (Items G4 -G 1 0) is provided for community floodplain management purposes . G4 . Permit Number I G5. Date Permit Issued I G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for : ('New Construction ('Substantial Improvement G8 . Elevation of as-built lowest floor (including basement} of the building : G9 . BFE or (in Zone AO} depth of flooding at the building site : G1 o. Community's design flood elevation : Local Official 's Name Community Name Signature Comments FEMA Form 086-0-33 (7/15) -('feet \meters ----- -\feet I meters ----- -\feet I meters ----- Title Telephone Date Replaces all previous editions . Datum Datum Datum 0 Check here if attachments . Page 5 of 15 19 ZONE C (DEPTH 1) (VELOCITY 6 FPS) 20 '\ LIMIT OF DETAILED STUDY GARFIELD COUNTY APPROXIMATE I F 500 0 500 E::L:EJ F::r_·~=-·==::::__ ____ ::::=== NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP GARFIELD COUNTY~ COLORADO (UNINCORPORATED AREAS) PANEL 1353OF1900 (SEE MAP !NOE X PANEL.SNOT PRINTED) COMMUNITY ·PANEL NUMBER 1353 B MAP REVISED: 1986 This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov Table 4-102: Common Review Procedures and Required Notice Section 4-101. A B C D E F G H I Required Notice  Applicable Review Procedure Pr e -Ap p . C o n f e r e n c e Co m p l e t e n e s s Re f e r r a l A g en c y Di r e c t o r Ev a l u a t i o n No t i c e Re c o m m e n d a t i o n De c i s i o n Du r a t i o n / E x p i r a t i o n Ex t e n s i o n Pu b l i s h e d Ma i l e d Po s t e d Additional Requirements BOA Board of Adjustments BOCC Board of County Commissioners D Director PC Planning Commission 4-103 Administrative Review      D   -  - 4-104 Limited Impact Review      BOCC      4-105 Major Impact Review      PC BOCC      Notice required for PC and BOCC hearings. 4-106 Amendments to an Approved LUCP   D - - - Subject to Minor or Substantial Modification Determination per section 4-106. 4-107 Minor Temporary Housing Facility     D   -  - 4-108 Vacation of a County Road or Public ROW      PC BOCC     PC hearing requires inclusion in posted agenda. BOCC hearing requires publication and mailing. 4-109 Develop. in the 100-Year Floodplain      D    Per Administrative Review, section 4-103. 4-110 Develop. in the 100-Year Floodplain Variance      BOA    4-111 Location and Extent Review     PC     Notice to be provided at least 7 calendar days but no more than 30 calendar days prior to hearing. 4-112 Call-Up to the BOCC  BOCC   The BOCC shall provide notice as required by the original application. If no notice was required, notice shall be adequate if included in a posted agenda. 4-113 Rezoning      PC BOCC    Notice required for PC and BOCC hearings. 4-114 Code Text Amendment    PC BOCC  - - Notice for PC and BOCC hearings published 15 days prior to hearing 4-115 Variance      BOA    4-116 Administrative Interpretation D 4-117 Administrative Interpretation Appeal    BOA  - - 4-118 Waiver of Standards  Determined by companion application. Notice as required by companion application. 4-119 Accommodation Pursuant to Federal Fair Housing Act    BOCC   GARFI ELD COUNTY LAND USE AND DEVELOPMENT CODE 4-7 Table 4-201: Application Submittal Requirements Section 4-203. B C D E F G H I J K L M N O Written Narrative/ Additional Submissions Ge n e r a l A p p l i c a t io n Ma t e r i a l s Vi c i n i t y M a p Si t e P l a n Gr a d i n g a n d D r a i n a g e P l a n La n d s c a p e P l a n Im p a c t A n a l y s i s Re z o n i n g J u s t i f i c a t i o n R e p o r t St a t e m e n t o f A p p e a l De v e l o p m e n t A g r e e m e n t 1 Im p r o v e m e n t s A g r e e m e n t 2 Tr a f f i c S t u d y Wa t e r S u p p l y / D i s t r i b ut i o n Pl a n Wa s t e w a t e r Ma n ./ tr e a t Pl a n Fl o o d p l a i n A n a l y s i s Section Application Type 4-103 Administrative Review            4-104 Limited Impact Review            4-105 Major Impact Review            4-106 Amendment to an Approved LUCP  Amendment Description, subject to Minor or Substantial Modification determination per section 4-106. 4-107 Minor Temporary Housing Facility     See Section 4-301 for additional submittal requirements. 4-108 Vacation of a County Road or Public ROW  See Section 4-302 for additional submittal requirements. 4-109 Development in 100-Year Floodplain     4-110 Develop. 100-Year Floodplain Variance     Statement of request and response to standards. 4-111 Location and Extent Review   Demonstration of general conformance with the Comp. Plan and compliance with any applicable IGAs. 4-112 Call-Up to the BOCC  Application materials as determined by Director. 4-113 Rezoning    Legal description of property. 4-114 Code Text Amendment  Written description of amendment and justification. 4-115 Variance   Statement of request and response to standards. 4-116 Administrative Interpretation  4-117 Administrative Interpretation Appeal.  4-118 Waiver of Standards Submitted with companion application. 4-118 Accommodation, Federal Fair Housing Act  1 A development agreement will be required for any project for which the Applicant is requesting a vested rights period longer than 3 years. 2 An improvements agreement may be required for any project for which public improvements are necessary. GARFI ELD COUNTY LAND USE AND DEVELOPMENT CODE 4-23 DIVISION 3. OVERLAY DISTRICT REGULATIONS. 3-301. FLOODPLAIN OVERLAY REGULATIONS. A. Use Restrictions in the Floodplain Overlay. The following use restrictions shall apply to areas within the Floodplain Overlay: Table 3-301: Floodplain Overlay Use Restrictions Table LEGEND P=Permitted to the extent allowed by the underlying zoning and so long as the proposed use complies with all other applicable standards of this Code. Blank=Prohibited Floodway (See section 3-301.E. Floodway Restrictions) Areas outside of Floodway, but within the 100-Year Floodplain Occupation of permanent or temporary structures P Development or use of overnight Campgrounds P Solid Waste Disposal Sites Central collection Sewage Treatment Facilities P Storing or processing of materials that are buoyant, flammable, explosive, or otherwise potentially injurious to human, animal, or plant life Uses that may result in an adverse effect on the efficiency of the Floodway or change the direction of flow or cause any increase in BFE Uses that may result in substantial solid debris or significant sediment being carried downstream by floodwaters Agricultural uses such as general farming, grazing of livestock and horses, truck farming, sod farming, and wild crop harvesting; P P Lawns, open areas, gardens, driveways, and play areas that are accessory to residential uses P P Loading areas, railroad rights-of-way, parking areas, Airport Landing Strips, and storage yards for equipment or machinery easily moved or not subject to flood damage, that do not require asphalt paving P P Recreational and Open Space structures and uses not requiring permanent or temporary structures designed for human habitation P P Dams, power plants, spillways, transmission lines, pipelines, water monitoring devices, water supply ditches, irrigation ditches, laterals, and other underground utilities P P Road and highway structures or trails P P Bank restoration and stabilization P P B. General Standards. In the Floodplain Overlay, the following provisions are required for all New Construction and Substantial Improvements: 1. All New Construction or Substantial Improvements shall be designed (or modified) and adequately anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. 2. All New Construction or Substantial Improvements shall be constructed by methods and practices that minimize flood damage. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-7 3. All New Construction or Substantial Improvements shall be constructed with materials resistant to flood damage. 4. All New Construction or Substantial Improvements shall be constructed with electrical, heating, ventilation, plumbing, and air conditioning equipment, and other service facilities that are designed and/or located so as to prevent water from entering into or accumulating within the components during conditions of flooding. 5. All Manufactured Homes shall be installed using methods and practices which minimize flood damage. For the purposes of this requirement, Manufactured Homes must be elevated and anchored to resist floatation, collapse, or lateral movement. Methods of anchoring may include, but are not limited to, use of over-the-top or frame ties to ground anchors. This requirement is in addition to applicable State and local anchoring requirements for resisting wind forces. 6. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system. 7. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the system and discharge from the systems into flood waters. 8. On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. C. Specific Standards. In the Floodplain Overlay, where BFE data has been provided, the following provisions are required: 1. Residential Construction. New Construction and Substantial Improvement of any residential structure shall have the Lowest Floor (including Basement), elevated to 1 foot above the BFE. A qualified professional engineer, architect, or land surveyor shall submit a certification to the Floodplain Administrator. 2. Nonresidential Construction. With the exception of Critical Facilities, New Construction and Substantial Improvements of any commercial, industrial, or other nonresidential structure shall either have the Lowest Floor (including Basement) elevated to at least 1 foot above the Base Flood level or together with attendant utility and sanitary facilities, be designed so that below 1 foot above the Base Flood level the structure is watertight with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy. A qualified professional engineer or architect shall develop and/or review structural design, specifications, and plans for the construction, and shall certify that the design and methods of construction are in accordance with accepted standards of practice as outlined in this subsection. A record of such certification that includes the specific elevation (in relation to mean sea level) to which such structures are flood-proofed shall be provided to and maintained by the Floodplain Administrator. 3. Enclosures. New Construction and Substantial Improvements, with fully enclosed areas below the Lowest Floor that are usable solely for parking of vehicles, building access, or storage in an area other than a Basement, GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-8 and that are subject to flooding, shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. Designs for meeting this requirement must either be certified by a qualified professional engineer or architect and meet or exceed the following minimum criteria: a. Provide a minimum of 2 openings having a total net area of not less than 1 square inch for every square foot of enclosed area subject to flooding; b. The bottom of all openings shall be no higher than 1 foot above grade; and c. Openings may be equipped with screens, louvers, valves, or other coverings or devices provided that they permit the unrestricted entry and exit of floodwaters. 4. Manufactured Homes. a. All Manufactured Homes that are placed or substantially improved or substantially damaged as a result of a flood and within a SFHA where the BFE is provided on the community’s FIRM shall be elevated on a permanent foundation such that the Lowest Floor of the Manufactured Home is elevated to 1 foot above the BFE and be securely anchored to a foundation system professionally designed to resist flotation, collapse, and lateral movement. b. All Manufactured Homes placed or substantially improved or substantially damaged as a result of a flood on sites where no BFE is provided on the community’s FIRM shall be securely anchored to a professionally designed foundation system to resist floatation, collapse, and lateral movement and either: (1) Elevated so that the chassis is supported by reinforced piers or other foundation elements of at least equivalent strength that are no less than 36 inches in height above adjacent Natural Grade, or (2) Elevated 1 foot above the flood elevation as determined by a qualified professional engineer experienced in hydrology and hydraulics. 5. Recreational Vehicles. Require that Recreational Vehicles placed on sites within SFHA on the community’s FIRM either: a. Be on the site for fewer than 180 consecutive days; b. Be fully licensed and ready for highway use; or c. Meet the permit requirements of this Code and the elevation and anchoring requirements for “Manufactured Homes” in paragraph 4 of this section. A Recreational Vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only by quick disconnect-type utilities and security devices, and has no permanently attached additions. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-9 D. Floodway. Floodways located within SFHAs are designated as “Floodways.” Since the Floodway is an extremely hazardous area due to the velocity of flood waters which carries debris, potential projectiles, and erosion potential, the following provisions shall apply: 1. Encroachments are prohibited unless it has been demonstrated through hydrologic and hydraulic analyses, performed in accordance with standard engineering practice, that the proposed encroachment would not result in any increase in flood levels within the community during the occurrence of the Base Flood discharge. Encroachments include Fill, New Construction, Substantial Improvements, and other development within the regulatory Floodway; 2. All New Construction and Substantial Improvements shall comply with all applicable flood hazard reduction provisions in this Code; and 3. Under the provisions of 44 CFR Chapter 1, Section 65.12, of the National Flood Insurance Regulations, a community may permit encroachments within the regulatory Floodway that would result in an increase in BFEs, provided that the community first applies for a conditional FIRM and Floodway revision through FEMA. E. Standards for Areas of Shallow Flooding. Areas designated as shallow flooding are located within the SFHAs. These areas have special flood hazards associated with Base Flood depths of 1 to 3 feet where a clearly defined channel does not exist and where the path of flooding is unpredictable and where velocity flow may be evident. Such flooding is characterized by ponding or sheet flow; therefore, the following provisions apply: 1. All New Construction and Substantial Improvements of residential structures have the Lowest Floor (including Basement) elevated above the highest adjacent Natural Grade at least 1 foot above the depth number specified in feet on the community’s FIRM (at least 3 feet if no depth number is specified). 2. All New Construction and Substantial Improvements of nonresidential structures: a. Shall have the Lowest Floor (including Basement) elevated above the highest Natural Grade at least 1 foot above the depth number specified in feet on the community’s FIRM (at least 3 feet if no depth number is specified); or b. Shall be designed so that the structure including attendant utility and sanitary facilities, below 1 foot above the Base Flood Elevation, are watertight with walls substantially impermeable to the passage of water and that the structural components have the capability of resisting hydrostatic and hydrodynamic loads of effects of buoyancy. 3. Adequate drainage paths around structures are required to guide flood waters around and away from proposed structures. Drainage shall not adversely impact adjacent properties. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-10 F. Properties Removed from the Floodplain by Fill. A Floodplain Development Permit shall not be issued for the construction of a new structure or addition to an existing structure on a property removed from the Floodplain by the issuance of a FEMA Letter of Map Revision Based on LOMR-F, unless such new structure or addition complies with the following: 1. Residential Construction. The Lowest Floor (including Basement), electrical, heating, ventilation, plumbing, and air conditioning equipment and other service facilities (including ductwork), must be elevated to 1 foot above the Base Flood Elevation that existed prior to the placement of Fill. 2. Nonresidential Construction. The Lowest Floor (including Basement), electrical, heating, ventilation, plumbing, and air conditioning equipment and other service facilities (including ductwork), must be elevated to 1 foot above the Base Flood Elevation that existed prior to the placement of Fill, or together with attendant utility and sanitary facilities be designed so that the structure or addition is watertight to at least 1 foot above the Base Flood Elevation that existed prior to the placement of Fill with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads of effects of buoyancy. G. Alteration of a Watercourse. For all proposed developments that alter a watercourse within a SFHA, the following standards apply: 1. Channelization and flow diversion projects shall appropriately consider issues of sediment transport, erosion, deposition, and channel migration and properly mitigate potential problems through the project as well as upstream and downstream of any improvement activity. A detailed analysis of sediment transport and overall channel stability should be considered, when appropriate, to assist in determining the most appropriate design. 2. Channelization and flow diversion projects shall evaluate the residual 100-year Floodplain. 3. Any channelization or other stream alteration activity proposed by a project proponent must be evaluated for its impact on the regulatory Floodplain and be in compliance with all applicable Federal, State, and local Floodplain rules, regulations, and ordinances. 4. Any stream alteration activity shall be designed and sealed by a qualified professional engineer or certified professional hydrologist. 5. All activities within the regulatory Floodplain shall meet all applicable Federal, State, and local Floodplain requirements and regulations. 6. Within the regulatory Floodway, stream alteration activities shall not be constructed unless the Applicant demonstrates through a Floodway analysis and report, sealed by a qualified professional engineer, that there is no more than a 0.00-foot rise in the proposed conditions compared to the existing conditions of the Floodway resulting from the project, otherwise known as a No-Rise Certification. A No-Rise Certification is not required if the community first applies for a GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-11 Conditional Letter of Map Revision (CLOMR) and Floodway through FEMA. 7. Maintenance shall be required for any altered or relocated portions of watercourses so that the flood-carrying capacity is not diminished. H. Standards for Critical Facilities. 1. Protection of Critical Facilities. A Critical Facility is a structure or related infrastructure, but not the land on which it is situated, as specified in Rule 6 of the Rules and Regulations for Regulatory Floodplains in Colorado, that if flooded may result in significant hazards to public health and safety or interrupt essential services and operations for the community at any time before, during, and after a flood. All new and substantially improved Critical Facilities and new additions to Critical Facilities located within the SFHA shall be regulated to a higher standard than structures not determined to be Critical Facilities. For the purposes of this Code, protection shall include 1 of the following: a. Location outside the SFHA; or b. Elevation or flood-proofing of the structure to at least 2 feet above the BFE. 2. Ingress and Egress for New Critical Facilities. W hen practicable as determined by the County, new Critical Facilities have continuous noninundated access (ingress and egress for evacuation and emergency services) during a 100-year flood event. 3. Classification of Critical Facilities. It is the responsibility of the County to identify and confirm that specific structures in the community meet the criteria as follows. Critical Facilities are classified under the following categories: a. Essential Services Facilities. Essential Services Facilities include public safety, emergency response, emergency medical, designated Emergency Shelters, communications, Public Utility plant facilities, and transportation lifelines. These facilities consist of: (1) Public safety (police stations, fire and rescue stations, emergency vehicle and equipment storage, and emergency operation centers); (2) Emergency medical (Hospitals, ambulance service centers, urgent care centers having emergency treatment functions, and nonambulatory surgical structures but excluding clinics, doctor’s offices, and nonurgent care medical structures that do not provide these functions); (3) Designated Emergency Shelters; (4) Communications (main hubs for telephone, broadcasting equipment for cable systems, satellite dish systems, cellular systems, television, radio, and other emergency warning systems, but excluding towers, poles, lines, cables, and conduits); GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-12 (5) Public Utility plant facilities for generation and distribution (hubs, treatment plants, substations and pumping stations for water, power and gas, but not including towers, poles, power lines, buried pipelines, transmission lines, distribution lines, and service lines); (6) Air Transportation lifelines (Airports [municipal and larger], helicopter pads and structures serving emergency functions, and associated infrastructure (aviation control towers, air traffic control centers, and emergency equipment aircraft hangars); (7) Specific exemptions to this category include wastewater treatment plants, nonpotable water treatment and distribution systems, and hydroelectric power generating plants and related appurtenances; and (8) Public Utility plant facilities may be exempted if it can be demonstrated to the satisfaction of the County that the facility is an element of a redundant system for which service will not be interrupted during a flood. At a minimum, it shall be demonstrated that redundant facilities are available (either owned by the same utility or available through an intergovernmental agreement or other contract) and connected, the alternative facilities are either located outside of the 100-year Floodplain or are compliant with the provisions of this Article, and an operations plan is in effect that states how redundant systems will provide service to the affected area in the event of a flood. Evidence of ongoing redundancy shall be provided to the County on an as-needed basis upon request. b. At-risk Population Facilities. At-risk Population Facilities include medical care, congregate care, and schools. These facilities consist of: (1) Elder care (nursing homes); (2) Congregate care serving 12 or more individuals (day care and assisted living); and (3) Public and private schools (pre-schools, K-12 schools, before-school and after-school care serving 12 or more children). c. Facilities vital to restoring normal services, including government operations. These facilities consist of: (1) Essential government operations (public records, courts, jails, building permitting and inspection services, community administration and management, maintenance, and equipment centers); and (2) Essential structures for public colleges and universities (dormitories, offices, and classrooms only). GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-13 4. Exempted Critical Facilities. These facilities may be exempted if it is demonstrated to the County that the facility is an element of a redundant system for which service will not be interrupted during a flood. At a minimum, it shall be demonstrated that redundant facilities are available (either owned by the same entity or available through an intergovernmental agreement or other contract), the alternative facilities are either located outside of the 100-year Floodplain or are compliant with this Code, and an operations plan is in effect that states how redundant facilities will provide service to the affected area in the event of a flood. Evidence of ongoing redundancy shall be provided to the County on an as-needed basis upon request. 3-302. DRINKING WATER CONSTRAINTS OVERLAY REGULATIONS. A. Permitted Uses. Uses permitted in the underlying zone district will be permitted in the Drinking Water Constraints Overlay District if the proposed use complies with applicable standards for the zone district and the Drinking Water Overlay District standards set forth below. B. Standards for Development. Any proposed use that includes the human consumption of ground water shall be served by an approved Central Water System as defined by the CDPHE Drinking Water Standards, or from a groundwater source on the property that is treated by a reverse osmosis water treatment system that meets the water quality standards set forth by the Colorado Water Quality Control Commission. 3-303. AIRPORT/HELIPORT INFLUENCE AREA OVERLAY REGULATIONS. A. Use Restrictions. Land use restrictions in the Airport Overlay District are as identified in Table 3-303.A. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-14 4-202. WAIVER OF SUBMISSION REQUIREMENTS. A. Overview . The Director may waive or alter any of these requirements if they are determined to be inappropriate or unnecessary in determining whether the application satisfies applicable standards. A waiver shall apply only to the specific application for which it was requested and shall not establish a precedent for approval of other requests. B. Review Process. 1. Applicant shall request the waiver of a submission requirement in writing as part of an application submission. 2. The Director shall review the request as part of the completeness review and make a determination regarding whether to waive or require the information. The Director may refer the waiver request to the BOCC for consideration at a Public Meeting. 3. The Director shall notify the Applicant in writing of the determination whether to waive submission requirements and include a summary of the decision in the staff report. 4. The Director’s determination regarding waiver of submission requirements is subject to call-up pursuant to section 4-112. C. Review Criteria. A waiver request shall be considered based on the following criteria: 1. The Applicant shows good cause for the requested waiver; 2. The project size, complexity, anticipated impacts, or other factors support a waiver; 3. The waiver does not compromise a proper and complete review; and 4. The information is not material to describing the proposal or demonstrating compliance with approval criteria. 4-203. DESCRIPTION OF SUBMITTAL REQUIREMENTS. A. Professional Qualifications. The professional qualifications for preparation and certification of certain documents required by this Code are as follows: 1. Civil Engineer. Improvement plans and reports for water supply, sanitation, drainage, utilities, soils grading, roads, traffic study, structures, and other civil engineering required to satisfy the development standards of this Code must be certified by a professional engineer qualified in the specific discipline and licensed by the State of Colorado. 2. Surveyor. All documents containing land survey descriptions must be certified by a licensed Colorado Professional Land Surveyor. 3. Geologist. Geology reports shall be prepared by either a member of the American Institute of Professional Geologists, a member of the Association of Engineering Geologists, or a qualified geotechnical engineer licensed in the State of Colorado. 4. Wildlife Expert. Wildlife impact reports shall be prepared by a qualified wildlife biologist. GARFI ELD COUNTY LAND USE AND DEVELOPMENT CODE 4-24 5. Water Supply Expert. A professional engineer licensed to practice in the State of Colorado qualified to perform such work. 6. Vegetation Management Professional. Weed management, revegetation and reclamation plans and weed inventory reports shall be prepared by a botanist, ecologist, range scientist, agronomist or other qualified professional. 7. Other. Other professionals retained by Applicant to provide studies and analysis required by this Code shall demonstrate qualification in the specific field, to the satisfaction of the reviewing body. B. General Application Materials. The following basic materials are required for all applications for a Land Use Change Permit, including division of land. 1. Application Form. Application forms for a Land Use Change Permit shall be obtained from the Community Development Department. Completed application forms and accompanying materials shall be submitted to the Director by the owner, or any other person having a recognized fee title interest in the land for which a Land Use Change is proposed, or by any representative acting through written authorization of the owner. a. Authorized Representative. If the Applicant is not the owner of the land, or is a contract purchaser of the land, the Applicant shall submit a letter signed by the owner consenting to the submission of the application. b. Applicant is Not the Sole Owner. If the Applicant is not the sole owner of the land, the Applicant shall submit a letter signed by all other owners or an association representing all the owners, by which all owners consent to or join in the application. c. Applicant is an Entity. If the Applicant is an entity or a trust, the Applicant shall submit a letter consenting to submission of the application signed by a person authorized to encumber the property and a recorded Statement of Authority for that person. 2. Ownership. The application shall include a deed or other evidence of the owner’s fee title interest in the land for which a Land Use Change is proposed. 3. Adjacent Property Owners and Mineral Owners and Lessees. If an application requires mailed notice, the application shall include the following: a. A list and a map of real property, the owners of record and mailing address, within a 200-foot radius of the subject parcel as shown in the Office of the County Clerk and Recorder. Said list shall be generated at least 15 days prior to sending public notice. b. A list of mineral estate owners in the Subject Site, their name, and the mailing address for each owner or lessee. 4. Fees. Any application for a Land Use Change Permit must be accompanied by the appropriate fees. A schedule of fees is available through the Community Development Department. An estimated range of any potential fees will be disclosed in the pre-application conference summary. This estimate is nonbinding. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-25 a. The costs of consultant and referral agency review are the responsibility of the Applicant. b. The County may require a deposit for payment of consultant and referral agency review fees, based upon estimated consultant review costs at the time of application, and in addition to the application fees. c. The County may suspend the application review process pending payment of consultant costs. 5. Project Description. A description of the project including a statement of need, and detailed information about the project such as timeline for development, hours of operation, number of employees, project size (acreage of the site), size of proposed buildings and structures (sq. footage, height), similar related attributes such as parking lot size, access roadway information, and overall capacity (i.e. gallons, barrels) or numbers of units or equipment (i.e. number of residential units, number of compressor units, pipeline size/length etc.), and an explanation of all functional aspects of the proposed facility such as the processes, activities, function, operations and maintenance that will occur as part of the project, 6. General Requirements for Maps and Plans. The following are general requirements for any map or plan submitted under the application and review procedures of this Code: a. Name or identifying title of the proposed development or use; b. Total area of the site, in acres; c. Name, address, and telephone number of the Applicant, person preparing the map or plan, designer, engineer, surveyor, and any other consultants of the Applicant; and d. Date of preparation, revision box, written scale, graphic scale, and north arrow. 7. Combination of Map and Plan Requirements. Applicant may request at a pre-application conference to combine various plan and specification requirements of this section into a single submission. The Director may allow combination of the plan requirements if: a. The information requested to be combined is similar; b. The requirements can be clearly mapped or drawn; and c. The Code requirements and sections can be labeled or otherwise clearly identified. 8. Applications for Major Projects. The Director shall inform the Applicant of any project that may include 200 or more employees of the additional application requirements, including: a. Estimated construction schedule; b. Number of employees for construction and operating work force; c. Direct and indirect tax bases and revenues associated with the project; and GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-26 d. Total direct and indirect population associated with the project, including the rate, distribution, and demographic characteristics of the population change. C. Vicinity Map. An 8-inch by 11-inch Vicinity Map locating the parcel in the County. The Vicinity Map shall clearly show the parcel and the boundaries of the subject site and all property within a 3-mile radius of the subject parcel. D. Site Plan. Site Plans shall be scaled at 1-inch to 200 feet for properties exceeding 16 acres in size, or 1 inch to 100 feet for properties less than 16 acres in size. The Director may require, or the Applicant may choose to submit, a more detailed version of all or part of the Site Plan. The Site Plan shall include the following elements: 1. Legal description of the subject parcel; 2. Boundary lines, corner pins, and dimensions of the subject site for the proposed Land Use Change Permit, including land survey data to identify the subject site with section corners, distance, and bearing to corners, quarter corners, township, and range; 3. Existing and proposed topographic contours at vertical intervals sufficient to show the topography affecting the development and storm drainage; 4. Significant on-site features including natural and artificial drainage ways, Wetland areas, ditches, hydrologic features, and aquatic habitat; geologic features and hazards including Slopes, alluvial fans, areas of subsidence, rock outcrops and rockfall areas, radiological and seismic Hazard Areas, soil types, and landslide areas; vegetative cover; dams, reservoirs, excavations, and mines; and any other off-site features of the same type that influence the development; 5. Existing and proposed parking areas, driveways, emergency turn-outs and emergency turnarounds, sidewalks, and paths, shown by location and dimension; 6. Existing and proposed roads, railroad tracks, irrigation ditches, fences, and utility lines on or adjacent to the parcel, shown by location and dimension; 7. Users and grantees of all existing and proposed easements and rights-of- way on or adjacent to the parcel, shown by location and dimension; 8. Area of the individual parcels, and the total square feet of existing buildings, driveways, and parking area; 9. Zone district in which the site is located; 10. Location and dimension of all structures, existing and proposed, and distance of structures from property lines; 11. Elevation drawings showing existing grade, Finished Grade, and height of the proposed structures above existing grade; 12. Location and size of leach field, sewer service lines, and treatment facilities to serve the proposed use; 13. The source and capacity of the water supply, including location and size of well(s) and/or water lines to serve the proposed use; and GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-27 14. Location and size of signs for the purpose of identification, advertising, and traffic control. E. Grading and Drainage Plan. The Grading and Drainage Plan shall include the following elements: 1. Site Map. A Site Map showing locations of any existing structures, Waterbodies or hydrologic features on the site, including intermittent water features, Wetlands, and the 100-year Floodplain boundaries. 2. Drainage Structures. a. Locations of existing and proposed drainage structures or natural drainage features affecting site drainage on the parcel and within 10 feet adjacent to the site boundary, including street gutters, storm sewers, drainage channels, and other water conveyance structures; and W etlands or other Waterbodies receiving storm Runoff from the site. b. Preliminary engineering design and construction features for drainage structures to be constructed. 3. Topography. Existing topography at reasonable contour intervals to provide necessary detail of the site. The map should extend a minimum of 10 feet beyond the property line and show the location of the property line. 4. Grading Plan. A grading plan showing the proposed topography at reasonable contour intervals that provides necessary detail of the site. The plan shall show elevations, dimensions, location, extent, and Slope of all proposed clearing, and Grading including building site and driveway grades. 5. Soil Stockpile and Snow Storage Areas. Probable locations of soil stockpiles and snow storage areas. 6. Drainage Plan. Proposed drainage plan. 7. Equipment Storage Areas. Location of storage areas designated for equipment, fuel, lubricants, chemical, and waste storage with an explanation of spill containment structures. 8. Temporary Roads. Location of temporary roads designed for use during the construction period. 9. Areas of Steep Slope. Areas with Slope of 20% or greater shall be identified by location and percentage of Slope, both for the existing site conditions and within the developed area. 10. Construction Schedule. Construction schedule indicating the anticipated starting and completion time periods of the site Grading and/or construction sequence, including the installation and removal of erosion and sediment control measures, and the estimated duration of exposure of each area prior to the completion of temporary erosion and sediment control measures. 11. Permanent Stabilization. A brief description of how the site will be stabilized after construction is completed. 12. Erosion Control Measures. Plan view drawings of all erosion and sediment control measures showing approximate locations and site GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-28 drainage patterns for construction phases and final design elements. Text may be necessary to accompany and explain the drawings. Typical erosion control measures should be depicted using standard map symbols. 13. Estimated Cost. Estimated total cost, including installation and maintenance, of the required temporary soil erosion and sediment control measures. 14. Calculations. Any calculations made for determining rainfall, Runoff, sizing any sediment basins, diversions, conveyance, or detention/retention facilities. 15. Neighboring Areas. A description of neighboring areas with regard to land use and existing pertinent features such as lakes, streams, structures, roads, etc. 16. Stormwater Management. A description of the stormwater management planning concept for the site, including both structural and nonstructural best management practices. 17. Stormwater Management Plan. Copy of the stormwater management plan application to CDPHE with date of submittal. 18. Reclamation, Revegetation and Soil Plan. A plan that includes the following information and is consistent with the standards in section 7- 208. a. A plant material and seed mix list that includes scientific and common names and the application rate in terms of Pure Live Seed per acre, a planting schedule that includes timing, methods, and mulching, and a map with a calculation of the surface area disturbance in acres of the area impacted (where the soil will be disturbed). b. Provisions for salvaging on-site topsoil, a timetable for eliminating topsoil and/or aggregate piles and a plan that provides for soil cover if any disturbances or stockpiles will sit exposed for a period of 90 days or more. c. A Weed Management Plan for all Garfield County listed noxious weeds and State of Colorado listed noxious weeds that are targeted for statewide eradication. The Plan shall include a site specific map and weed inventory. A Weed Management Plan is required if an area 1 acre or greater is disturbed for the purposes of site construction, development or grading but not including areas serving the long-term function of the site (i.e. building footprint, road surface or permanent parking areas). d. A revegetation security may be required if, in the determination of the County Vegetation Manager, the proposed project has: (1) A potential to facilitate the spread of noxious weeds; (2) A potential to impact watershed areas; (3) A potential for visual impacts from public viewing corridors; (4) Steep Slopes 15% or greater or unstable areas; and/or (5) Disturbs an area 1 acre or greater where topsoil is exposed for the purposes of site construction, development or grading but does not comprise the long- GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-29 term functioning of the site (i.e. building footprint, road surface or permanent parking areas). e. The revegetation security will be in an amount to be determined by the County Vegetation Manager that will be site specific and based on the amount of disturbance. The security shall be held by the County until vegetation has been successfully reestablished, or for a period of time approved by the County Vegetation Manager in any specific land use action, according to the Reclamation and Revegetation Standards section in the Garfield County Weed Management Plan. The County Vegetation Manager will evaluate the reclamation and revegetation prior to the release of the security. The security shall be subject to all provision of Article 13. 19. Hydraulic Calculations. Hydrologic, hydraulic, and all other calculations used to size and design drainage facilities and/or structural BMPs. 20. Maintenance Requirements. Maintenance requirements for all proposed BMPs should be discussed including access, schedules, costs, and designation of a responsible party. 21. Spill Prevention Control and Countermeasures Plan, if Applicable. A SPCC Plan will be required for any facility with the potential to discharge oil of any kind or in any form including, but not limited to, petroleum, fuel oil, sludge, oil refuse and oil mixed with wastes, in quantities that may be harmful to navigable water and adjoining shoreline, per EPA regulations. 22. Additional Information or Detail. Other information or data and additional detail as may be reasonably required by the Director. 23. Signature Blocks. Signature block for owner or legal agent acknowledging the review and acceptance of responsibility, and a signature and stamped statement by the qualified individual acknowledging responsibility for the preparation of the Grading and Drainage Plan. F. Landscape Plan. Landscape Plans shall be scaled at 1 inch to 20 feet for properties exceeding 16 acres in size, or 1 inch to 10 feet for properties less than 16 acres in size. The Landscape Plan shall demonstrate compliance with section 7-303 and shall include, at a minimum, the following elements: 1. Topographic information at least 2-foot contour intervals; 2. Location of all lot lines and improvements to the property, and location of any easements of record; 3. Identification of all existing deciduous tree and coniferous trees of 6 inches in caliper or greater, and which trees will be preserved and which trees will be removed or relocated; areas where other existing vegetation will either be preserved or removed; the type, location, size, and number of plants that will be installed; and specified seed mixtures; 4. An estimate of the cost of supplying and installing the materials depicted in the Landscape Plan; and 5. A description of the proposed program to maintain the landscaping after it has been installed. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-30 G. Impact Analysis. Where the proposed development will impact specific features of the site, the Applicant shall describe both the existing conditions and the potential changes created by the project. The Impact Analysis shall include a complete description of how the Applicant will ensure that impacts will be mitigated and standards will be satisfied. The following information shall be included in the Impact Analysis: 1. Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1,500-foot radius. 2. Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. 3. Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of the land. 4. Geology and Hazard. A description of the geologic characteristics of the area including any potential natural or manmade hazards, and a determination of what effect such factors would have on the proposed use of the land. 5. Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject parcel to Floodplains, the nature of soils and subsoils and their ability to adequately support waste disposal, the Slope of the land, the effect of sewage effluents, and the pollution of surface Runoff, stream flow, and groundwater. 6. Environmental Impacts. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions, including: a. Determination of the long-term and short-term effect on flora and fauna; b. Determination of the effect on designated environmental resources, including critical wildlife habitat; c. Impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions; and d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. 7. Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. 8. Hours of Operation. The Applicant shall submit information on the hours operation of the proposed use. H. Rezoning Justification Report. A report that explains how the rezoning will satisfy the approval criteria for a rezoning set forth in section 4-113.C., Review Criteria. I. Statement of Appeal. A written statement of the Director’s decision to be called-up or the interpretation to be appealed, the date of that decision/interpretation, and the reasons why the GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-31 Applicant/appellant believes that the decision/interpretation of the Director is incorrect, including any materials or evidence to support the call-up or appeal. J. Development Agreement. The BOCC may enter into a development agreement with the Applicant specifying the terms and conditions of approval for an extended vested rights period. The Applicant must submit a draft development agreement containing the following information, in a form acceptable to the County Attorney’s Office. The development agreement shall be signed by the Applicant, the BOCC, and all owners of the subject property. The development agreement must include the following: 1. Phasing schedule; and 2. Language establishing a vested property right pursuant to the provisions of section 2-202, Establishment of Vested Property Rights. K. Improvements Agreement. 1. Purpose. Whenever there are public improvements identified as requirements of project or Subdivision approval, the BOCC, prior to issuance of any Land Use Change Permit or approval of a Subdivision or Exemption Final Plat, shall require the Applicant to file a guarantee of financial security deemed adequate by the BOCC and payable to the County pursuant to Article 13, and to execute an improvements agreement. The purpose of the financial guarantee and improvements agreement is to ensure the following: a. The project or development is completed, including reclamation of property to return the property to pre-existing conditions and remove structures to 1 foot below ground level; b. The Applicant performs all improvements, mitigation requirements, and permit conditions in connection with the construction, operation, and termination of the project or development; c. The Applicant addresses responsibility for increased demand on public facilities and services as a result of the construction, operation, and termination of the project or development; and d. In the event that the project or development is suspended, curtailed, or abandoned, the County can complete the project or development and necessary improvements, or restore the property to its original condition or an acceptable condition at no additional cost to the County. 2. Compliance with Design Standards. The improvements shall adhere to design standards of the County or prevailing engineering practices as required by the BOCC. 3. Provisions for Timely Completion. The agreement shall make reasonable provision for completion of the specified improvements in a specified time period, with appropriate phasing, as a condition of acceptance by the BOCC. 4. Amount and Types of Security. Security shall equal in value the cost of improvements to be completed, but shall not be required on the portion of a development subject to Plat restriction. The amount of security may be incrementally reduced as improvements are completed. The improvements agreement may include any 1 or a combination of types of GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-32 security or collateral, as approved by the BOCC, and the Applicant may substitute security in order to release portions of a Subdivision or Exemption for sale pursuant to C.R.S. § 30-28-101(11). A letter of credit or cash deposit is typically required for public improvements. Depending on the circumstances, however, the BOCC may accept the following types of security or collateral: a. Restrictions on the conveyance, sale, or transfer of any lot, lots, tract, or tracts of land within the Subdivision or Exemption as set forth in the Plat or as recorded by separate instrument; b. Performance or property bonds; c. Private or public escrow agreements; d. Loan commitments; e. Assignments of receivables; f. Liens on property; g. Letters of credit; h. Deposits of certified funds; and i. Other similar surety agreements. 5. Necessary Provisions. The improvements agreement must address the following if applicable to the project: a. Necessary deeds or transfer of property; b. Provisions for construction of improvements; c. Performance guarantees and letters of credit; d. Payment of sewer and water tap fees; e. Payment of any other necessary fees; f. Transfer of water rights; g. Transfer of roads and improvements, rights-of-way, and other common elements; h. Agreements to provide digital and hard copies of “as built” plans; i. Methods of providing perpetual maintenance of common property and equipment; j. Provisions for a Homeowner Association, including final covenants/restrictions and HOA materials; k. Process for amending the improvements agreement; and l. Covenants and enforcement provisions. L. Traffic Study. Assessment of traffic impacts is required based upon a Traffic Study prepared in compliance with this section. 1. Type of Study Required. a. The Traffic Study shall be comprised of a basic Traffic Analysis utilizing existing County traffic counts as mapped, the Manual on Uniform Traffic Control Devices, accepted Trip Generation manuals, and current standards as applied by the CDOT. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-33 b. The Traffic Study may also include a detailed Traffic Analysis if the Director determines that any 1 of the following thresholds is exceeded: (1) Traffic volumes projected at any intersection when a State or Federal highway exceeds current volumes by 20%, as determined by CDOT using current traffic counts and CDOT-approved methodology; (2) Traffic volumes projected on any County road segment exceed current volumes by 20%; or (3) Traffic volumes on any road segment identified or contained within an approved municipal street plan within a 1-mile radius exceed current volumes by 30%. c. Study Preparation. The Traffic Study shall be prepared by a qualified professional engineer, experienced in transportation engineering. d. Revisions to Traffic Study. Revisions to the Traffic Study shall be provided as required by the County. The need to require revisions will be based on the completeness of the Traffic Study and the thoroughness of the evaluation. 2. Basic Traffic Analysis. The Basic Traffic Analysis shall include the following information: a. A map or maps depicting the parcel or activity area and showing the following information: (1) Existing and proposed internal roads, adjoining roads, access points, and access points for the finished development; (2) All County roads within a 1-mile radius of the development; (3) The nearest proximate intersections with State or Federal highways likely to receive traffic impacts from the development; and (4) Activity areas for construction activity. b. A narrative description of existing land uses on the parcel, including the following information: (1) Current Trip Generation estimates at existing access points; (2) County driveway permits for the access points and status; (3) Permit requirements for access to a State highway, railroad crossings, and status; (4) All access easements and information regarding the legal status of these easements; and (5) Other appropriate current traffic information and legal constraints that may apply. c. A narrative description of proposed land uses and Trip Generation projections for each use, based on current Trip Generation manuals or other credible and defensible analysis. Trip Generation projections shall be required for both the construction GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-34 phase(s) and for the completed development, with a breakdown of traffic into categories of heavy trucks and other vehicle types for existing, temporary, or proposed new access points. d. A narrative description of the construction phase(s) of the development, including the following: (1) Staging and storage areas; (2) Temporary access points; (3) Duration, types, and frequency of heavy truck traffic; (4) Access road segments to be impacted; (5) Projected lane closures or traffic interruption, and a statement of mitigation measures that will be applied to minimize disruption and damage; and (6) All County or State permits that will be required. e. Map depicting existing Average Daily Traffic count information for all County road segments and State or Federal highway intersections, at the appropriate map scale. The map shall also include the following information: (1) The likely increase in Average Daily Traffic of trucks for construction activity and Average Daily Traffic for the completed development; and (2) Where a development has 2 or more access points, the anticipated trip distribution and assignment for each access point, supported by a narrative describing rationale for the projected allocation of trips by access points and road segment. 3. Detailed Traffic Analysis. In addition to the information provided in the Basic Traffic Analysis, the following information shall be provided in a Detailed Traffic Analysis. The Detailed Traffic Analysis must show the highest probable volumes from the proposed uses and densities to be allowed at build-out. The Detailed Traffic Analysis shall include an analysis of the existing and proposed levels of service and shall address adequacy of capacity for the proposed use, and any additional information available and applicable to County roads. a. Access points to and from the development shall be analyzed for AM and PM peak hour use for turning movements to determine the necessity for traffic control and signalization, geometrics including turning lanes and acceleration and deceleration lanes, and signage. b. County Road segments where traffic is expected to increase by over 20% shall be characterized in detail by current level of service, roadway condition and type, lane width, shoulder characteristics and condition, available right-of-way, speed limits, any weight limits, existing safety concerns and considerations, likely increases in maintenance requirements, and status for improvement in the County capital improvements plan. Probable maintenance and improvement cost estimates shall be provided. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-35 c. County road intersections where traffic is expected to increase by over 20% shall be characterized by existing traffic control and signalization, AM and PM peak hour utilization with turning movements, projections for levels of service, and recommended modifications for intersection geometrics, including turning lanes, control or signalization devices, acceleration or deceleration lanes, and advance signage where appropriate. Probable cost estimates shall be provided. d. State or Federal highway intersections where traffic is expected to increase by over 20% shall be characterized by existing traffic control and signalization, AM and PM peak hour utilization with turning movements, through movements as applicable, projections for levels of service, and recommended modifications for intersection geometrics, including turning lanes, control or signalization devices, acceleration or deceleration lanes, and advance signage. Consultation with the Colorado Department of Transportation is required and shall be documented. Probable cost estimates shall be provided. 4. Calculation of On-Site and Off-Site Improvements and Fees. a. A narrative description shall be included for on-site improvements to be dedicated or constructed relating to traffic control and accommodation (i.e., dedicated right-of-way, improvement of existing access points, addition of new access points, signalization, turning lanes, acceleration/deceleration lanes, etc.). b. A narrative description and Site Plans shall be provided for improvements for any off-site County road segments necessary to maintain a level of service C, per the Highway Capacity Manual and for any County intersections necessary to maintain a level of service D. c. A narrative description and Site Plans shall be provided for improvements for any State highway intersections deemed necessary by CDOT. The County is not required to approve any development where facilities in place are not adequate to serve the proposed use. d. Calculation of County road impact fees due for the proposed development and any off-site costs identified that are not already part of the currently-approved County capital improvements plan. e. A proposed funding and phasing plan shall be provided for work necessary to be performed off-site that is not an identified project in the County capital improvements plan. For projects that are identified in the County capital improvements plan, the Applicant may propose the County move the project forward in time or priority in light of a cost-sharing arrangement. 5. Additional Submittal Requirements and Documentation. a. Existing County permits, including driveway permits and access permits; b. Existing access easements; c. Existing permits from CDOT, railroads, or other applicable entities; GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-36 d. Evidence of consultation with the County for future access locations; e. Evidence of consultation with CDOT for future access permits, as applicable; f. Any proposed access easements, agreements, and modifications and current status; and g. Any proposed noise barrier or sound wall improvements. M. Water Supply and Distribution Plan. 1. Water Supply. For the purposes of this plan, 1 Single-Family Equivalent (SFE) shall equal 350 gallons of water per day, regardless of the type of use. a. Water Supplied by a Water Supply Entity. Any development that will be served by a Water Supply Entity shall submit a letter prepared by the engineer of the W ater Supply Entity, stating whether the Water Supply Entity is willing to commit and has the ability to provide an Adequate Water Supply for the proposed development. (1) At a minimum, the letter shall include: (a) An estimate of the water supply requirements for the proposed development through build-out conditions; (b) A description of the physical source of water supply that will be used to serve the proposed development; (c) An estimate of the amount of water yield projected from the proposed water supply under various hydrologic conditions; (d) Water conservation measures, if any, that may be implemented within the proposed development; (e) Water demand management measures, if any, that may be implemented to address hydrologic variations; and (f) Such other information as may be required by the BOCC. (2) In the alternative, an Applicant shall not be required to provide a letter if the water for the proposed development is to be provided by a Water Supply Entity that has a water supply plan that: (a) Has been reviewed and updated, if appropriate, within the previous 10 years by the governing board of the Water Supply Entity; (b) Has a minimum 20-year planning horizon; (c) Lists the water conservation measures, if any, that may be implemented within the service area; GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-37 (d) Lists the water demand management measures, if any, that may be implemented within the development; (e) Includes a general description of the W ater Supply Entity’s water obligations; (f) Includes a general description of the W ater Supply Entity’s water supplies; and (g) Is on file with the local government. b. 14 SFE or Fewer. Developments that require water for 14 SFE or fewer and will not be served by a Water Supply Entity shall provide a plan that describes how the water supply will be sufficient for build-out of the proposed development in terms of water quality, quantity, dependability, and availability. In determining adequacy of the proposed water supply, the following considerations shall apply in addition to requirements of the State Engineer and County Public Health Department: (1) The average daily demand of the entire service area and the proposed development shall accommodate peak demands to service the total development population and shall account for any irrigation or agricultural uses. (2) The average daily demand for commercial and industrial uses shall be reviewed based on the anticipated demand of the proposed development, based on standard engineer’s criteria. (3) The demand for irrigation water shall be based upon the type of vegetation to be maintained, soil characteristics, the historic yield of the property, and available water rights. (4) The water supply demand for fire protection shall be based upon recognized and customary engineering standards and requirements of the applicable fire protection district. Subdivision developments shall comply with the provisions of section 7-109, Fire Protection. (5) For projects served by wells: (a) A minimum 4-hour pump test shall be performed on the well(s) to be used. The results of the pump test shall be analyzed and summarized in a report, including basic well data (size, depth, static water level, aquifer, etc.) pumping rate, draw down, recharge, and estimated long-term yield. The report shall be prepared by a qualified professional engineer or ground water hydrologist and shall include an opinion that the well will be adequate to supply water for the proposed uses. The report shall also address the impacts to ground water resources in the area. (b) If a well is to be shared, an Applicant shall submit a legal well-sharing declaration addressing all easements and costs associated with operation GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-38 and maintenance of the system and identifying the person responsible for paying costs and how assessment will be made for those costs. (c) Water quality shall be tested by an independent testing laboratory for the following contaminants: alkalinity, arsenic, cadmium, calcium, coliform bacteria, chloride, conductivity, copper, corrosivity, fluoride, hardness, iron, lead, magnesium, manganese, nitrate/nitrite, pH, sodium, sodium adsorption ratio, sulfate, total dissolved solids, uranium, zinc and alpha/beta radioactivity. Additional testing may be required for other contaminants that occur within the County. The results shall show that the Maximum Contaminants Levels (MCLs), as set forth by the CDPHE within the Colorado Primary Drinking Water Standards, are not exceeded, or the Applicant has otherwise identified a treatment system that will bring the water within acceptable MCLs. Annual testing, testing for other contaminants, and testing for secondary drinking standards including taste, odor, color, staining, scaling, and corrosion is also recommended. c. Greater than 14 SFE. Developments that require water for greater than 14 SFE and that will not be served by a Water Supply Entity shall provide a plan that describes the following: (1) An estimate of the water supply requirements for the proposed development through build-out conditions. (2) A description of the physical source of water supply that will be used to serve the proposed development. (3) An estimate of the amount of water yield projected from the proposed water supply under various hydrologic conditions. (4) For projects served by wells: (a) A minimum 4-hour pump test shall be performed on the well(s) to be used. The results of the pump test shall be analyzed and summarized in a report, including basic well data (size, depth, static water level, aquifer, etc.) pumping rate, draw down, recharge, and estimated long-term yield. The report shall be prepared by a qualified engineer or ground water hydrologist and shall include an opinion that the well will be adequate to supply water for the proposed uses. The report shall also address the impacts to ground water resources in the area. (b) If a well is to be shared, an Applicant shall submit a legal well-sharing declaration addressing all easements and costs associated with operation GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-39 and maintenance of the system and identifying the person responsible for paying costs and how assessment will be made for those costs. (c) Water quality shall be demonstrated by complying with CDPHE’s drinking water standards or all Development Permits requiring a water demand of 14 SFE or greater. (5) Water conservation measures, if any, that may be implemented within the development. (6) Water demand management measures, if any, that may be implemented within the development to account for hydrologic variability. (7) Evidence of ownership or right of acquisition of or use of existing and proposed water rights. (8) Such other information as may be required by the BOCC. d. Development That is a Division of Land. If the development is a division of land and is not served by a Water Supply Entity, the plan shall include all the information required in section 4- 203.M.1.b. or section 4-203.M.1.c. depending on SFE, as well as the following evidence required by C.R.S. § 30-28-133(3)(d): (1) Historic use and estimated yield of claimed water rights; (2) Amenability of existing rights to a change of use; (3) Evidence that private water owners can and will supply water to the proposed Subdivision stating the amount of water available for use within the Subdivision and the feasibility of extending service to that area; and (4) Evidence concerning the potability of the proposed water supply for the Subdivision. 2. Water Distribution. For a water supply that serves 15 or more taps, or 25 people, or is located within 400 feet of an existing Central W ater System and connection is practicable and feasible, a Central W ater Distribution System is required. The system shall be designed by a qualified professional engineer licensed by the State of Colorado and shall be approved by the CDPHE and the County. a. Sized for Initial and Future Demand. The water Distribution System shall be sized to meet both the initial and future demands of the proposed development. b. Sized for Maximum Day Demand. The system shall be sized for maximum day demand plus fire or peak hour demand, whichever is greater. (1) Unless otherwise approved by the County Engineer, maximum day demand shall be 3.0 times average day demand, and maximum hour demand shall be 6.0 times average day demand. (2) Minimum residual pressures shall be 40 psi under maximum hour demands; 20 psi if direct flow is used. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-40 (3) The actual pressure in the supply system under the conditions specified shall be used in designing the Distribution System. Assumed future supply pressures and points of connection for designing the system in all other cases shall be subject to the approval of the County Engineer. If future connection to a different supply system is anticipated, critical pressure in that system may be used as the starting design pressure. c. Water Lines. Where dead-ends are proposed for cul-de-sacs, there shall be a fire hydrant or blow-off valve at the end of the line. Otherwise, all lines shall be looped with no dead-ends included in the system. d. Stem Design. On-lot water supply stems shall be designed to minimize or eliminate infiltration. e. Water Mains. All water mains shall be the minimum diameter necessary to the water demands for the project based on standard engineering criteria. f. Quality and Material Specifications. Material specifications for all water Distribution Systems shall be approved by the County Engineer. Proposed specifications shall include the following: (1) The strength rating for distribution piping and fittings with fire flow demand shall have a minimum safety factor of 4 times the anticipated internal operating pressure. (2) The Distribution System shall be designed for a minimum service life of 50 years. (3) The Distribution System shall have sufficient cover to prevent freezing. N. Wastewater Management and System Plan. 1. Wastewater Management. a. If the proposed land use is to be served by an existing public collection system and treatment facilities, evidence that provision has been made for adequate service to the proposed land use, in compliance with State and local regulations. (1) Evidence that the existing collection system and treatment facilities can and will provide adequate service for the proposed land use. (2) A letter of commitment for service from an authorized representative of the entity that owns and operates the system. The letter shall include evidence that the facility and system is adequate to serve the proposed land use. (3) Description of the legal entity that owns and operates the collection and treatment facilities. (4) Description of the proposed method of financing the collection and treatment facilities service to the proposed land use. b. If On-Site Wastewater Treatment Systems (OWTS) are proposed, the following information shall be provided: GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-41 (1) Evidence that the OWTS will comply with the County’s OWTS requirements and requirements of the CDPHE, Water Quality Control Commission; (2) Documentation of soil percolation tests and other studies required to determine maximum seasonal groundwater level and depth to bedrock, in compliance with the County’s Individual Sewage Disposal requirements; (3) Test locations shall be indicated on the Plat; (4) Tests shall be performed by a qualified professional engineer; and (5) A proposed management plan for operation and maintenance of on-site systems. c. If a new wastewater treatment facility is proposed, the following information shall be provided: (1) A general description of the proposed collection system and treatment facilities; (2) A copy of the completed Colorado Department of Health Waste Water Treatment Plant Site Location Approval Application; (3) Description of the legal entity that will own and operate the collection and treatment facilities; and d. Description of the proposed method of financing the collection and treatment facilities. e. Wastewater System Design. A wastewater system shall be designed by a qualified professional engineer licensed by the State of Colorado, and reviewed by the Community Development Department. The system shall be designed in compliance with the standards established by the CDPHE. Site location approval shall be obtained from the Colorado Water Quality Control Commission for systems requiring their approval. (1) The collection system shall not be designed for less capacity than the anticipated maximum daily sewage flow or treatment requirements. Where guidelines and standards are not available, the design intended for use shall be reviewed by the Community Development Department. (2) Collection systems shall be designed and sized to comply with the guidelines and requirements of the applicable service provider. Approval of the proposed system by the service provider shall be a recommended condition of approval. Collection systems shall be sized to meet present and future demands of the proposed development. Oversizing for likely extensions may be required. f. Occupancy Restrictions. Where connection to a central collection and treatment system is proposed and approved, but not available until installation or expansion of such facilities is completed, no uses shall occupy the lot until the collection and treatment system GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-42 is available to service the proposed use. g. Repair and Maintenance. Adequate provisions for repair and maintenance of the wastewater system shall be required. h. Public Systems. For proposed developments within 400 feet of an existing sanitary sewer main, the BOCC may require the subdivider to make provisions for the extension of service, including escrow funds for the installation of sewer mains and house connections, in addition to the installation of temporary individual on-site sanitary disposal systems. i. Private Systems. If a public system is not available, a central on- site treatment plant and collection system or dry line with an OWTS may be used until the central system is available. The system shall be in compliance with appropriate municipal standards, and accepted by the County Public Health Department. (1) Where a septic system or OWTS is allowed, it shall be comply with the County OWTS regulations. (2) Where individual or central on-site treatment systems are proposed, lots shall be laid out to provide a suitable treatment area for each lot or grouping of lots in conformance with criteria established by the County. (3) Where leach fields are proposed, evaluation of a suitable treatment area shall include soil suitability, slopes, surface hydrology, and water table depth, including anticipated variation with time. (4) Percolation tests shall be sufficient to reasonably assure that each lot will have a suitable treatment area. (5) Larger lots may be required to accommodate the capacity of the proposed treatment system. (6) Each site in the development shall be capable of accommodating a septic system or accommodating an alternative engineered system in compliance with requirements of the County Public Health Department. j. Minimum Lot Requirements for Private Systems. The proposed system shall comply with the minimum lot requirements set forth in Table 7-105. However, the minimum lot area may be increased and the number of uses permitted under the applicable zoning district may be decreased if the County Public Health Department determines that the proposed use of septic tanks or other individual sewage treatment facilities could result in a danger to public health. O. Floodplain Analysis. When a project is located within a Special Flood Hazard Area, if there is an indication or suggestion that a project is located in a SFHA, or if a project is a division of land or a PUD over 5 acres in size or proposes 50 lots or greater, the application must include a Floodplain Analysis. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-43 1. Floodplain Specific Site Plan. The Applicant shall submit a Site Plan with specific information pertaining to the SFHA and shall include the following elements. The Floodplain Administrator may require, or the Applicant may choose to submit, a more detailed version of all or part of the Site Plan. Any elevation information shall be provided in the North American Vertical Datum of 1988. a. Base Flood boundary and water surface elevations; b. Floodway boundary; c. Channel of water course; d. Existing and proposed topographic contours shown at vertical intervals of no greater than 2 feet; e. Elevation of the Lowest Floor, including Basement and garage, or each existing and proposed structure; f. Proposed elevations to which structures will be flood-proofed; g. Existing and proposed location, dimension, and elevation of proposed landscape alterations, structures, streets, water supply and any sanitation facilities; h. Boundaries and total land area of existing and proposed impervious surfaces, including structures; and i. Location of existing water supply ditches, irrigation ditches and laterals. 2. A certificate from a qualified professional engineer or architect that the nonresidential flood-proofed structure shall meet the flood-proofing criteria in section 3-301.C.2., Specific Standards for Nonresidential Construction. 3. An elevation certificate from a qualified professional surveyor, engineer or architect that certifies that all residential construction and mechanical equipment will be at least 1 foot above BFE. 4. Description of the extent to which any watercourse or natural drainage will be altered or relocated as a result of proposed development. 5. An engineer’s report completed by a qualified professional engineer experienced in hydrology or hydraulics, using a methodology acceptable to FEMA or the CWCB, that address the standards in section 3-301.B-G. of this Code. DIVISION 3. ADDITIONAL SUBMISSION REQUIREMENTS FOR SPECIFIC APPLICATION TYPES. 4-301. MINOR TEMPORARY HOUSING FACILITY. A. Submission Requirements. Applications for a Minor Temporary Housing Facility must include the following: 1. General application materials pursuant to . 4-203.B. 2. A Vicinity Map presented on a USGS 7.5-minute series quadrangle at a scale of 1 inch equals 2,000 feet or equivalent, with a topography depicted at a minimum of 40-foot intervals, and that indicates the following: GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 4-44 , .. " ( I : ( I (;ARF l EL. D C:OUNTV 9703843470 07128103 12:57pm P. 004 - - - -------4 - - - - -----.... -- - - ---• - - - - - ---- - - - ----.. ---- - - - - --.. • JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS 8c LAND SURVEYORS May 9, 1996 Mark £Jean, Garfield County Planner Garfield County Building and Planning Department I 09 8th Street Glenwood Springs, Colorado 8160J Re: Special Use Permits (or Lots J through 8. :and the 110uthern JS fL of Lot 9, Bloclt 8, Rifle Village South, First Filing Dear Mart: • Jerome Oamba & Associates, Inc . has been r~uesrcd to prepare an engineerioi report related ro the Special Use Permll application for Lots I throuih 8, and the southern IS tt. of Lot 9, Block 8, Rine Village South, First Filing. This report will re:ommend site dcsil:D and foundation design guid~ines which would allow fQr construction on rhcso lots in aca>rdance with applicable Garfield County Flood Plain Regulations. BACKGROUND INFORMATION The entire area for which this Special Use Permit ha.c; been applied is situated on a larae alluvia) fan "'-<,r---~u=-· emanating from a drainage ba.-;in called Helmer Gukh. This area i.~ consequently within the AO Zone District ~ depicted oo the Flood Insurance Rate Map (ARM), Community l>anel Number 080205 1353B. a& revi.-;ed January 3, 1986. The AO Zone Distr~t in thi-; area indicates that the area la subject IO JnundatJon by JOO-year alluviaJ fan Aoo<Jlng from Helmer Gulch. According to the FIRM, the flood depth for thh area is 1 foot, and lbe flood velocity i.li 4 feet per second. According to the Flood ltulll'Ott~ &wly al.so dated January 3, 1986, the 100-year discharge al the mouth of Helmet Gulch is 760 cubic feet per w:ond. A topoJraphlc map prepared by Jerry Bauer, P.L.S . 9009, of Che area proposed for devtiopment is included with a bis report in Appendix. A. The proposed we for the lots in &his area is singl~famlly r"5idential. DEVELOPMENT PERFORMANCE Sl'ANDARDS According to Seaton 6.09.02(3) or the Garfield County Zoning Resolution. the following perfonnance standads must be met for development in Flood Prone Ar~: · Special Use Permu Ajjplccation • Rijk Vlll/lge South May 9, /?90 Po~J oj5 u I •' () ;c_ CARF' I a D CO UNTY 970.a49470 07/29/09 1 2:57p111 P . 005 ............ _ .. ----···---"' ..... - • • The low~t floor, inciudini has~t, of any new or auli~ntlally improved building designed for rcsldenti31 occupancy .shall not be less than one f'oot above lite maximum water elevation of the I 00-year fJood . • All new construction or substantial improvements sball he reasonably safe from flooding . • Aoy new constroetion or sutistaotlal improvement d~ig~ for commercial or industrial use.<a shall oither: l. Elevate the lowest floor level, including has.went, ro not less than one foot above the maximum watc:r su~ elevation of the 100 Year Flood; or 2. Provide nood-proofiag improvements so that below an eltvation of one foot above the maximum water elevation of the 100 Year Flood, the structure, together with attendant utility and sanitary factutics, i.~ water tight with walls 10ubstantially impermeable to lhe passaie of water . Structural components shall be capable of resl.Wng hydrostatic and hydrodynamic loads and effects of buoyancy. Evid~c shall be submilt~ and certiried hy a registered pru~slonaJ engineer or architect that the flood proormg mete the standards as set fonh herein. • Any proposed development shall he reviewed by the Aoodplaln Administrator to insure that the potemiaJ for flood damage by the 100 Year Rood ls minlmized, that aJJ publi<.l utilities and facilities are locatl!d, d~igncd and (OnstfUcted so u to mllllmlze damag' by the 100 Year Flood and that adequate drainaic is provided to reduce exposure to flood huards. • All new construc:tioa or substantial lmprovemcnl~ shall he designed and adequately anchored to prevenl flotation, collapso or lat~ral rnov~nt, ~ constructed wi1b maleriaJs and utility equipment resistant to flood damage. and be constructed by methods that minimize flood damage. • New or replacement water supply systems and sanibry sewage systcm.o; shall be desi~ so as to minimize or eliminate infdtration of tloodwateri. On-site individuaJ s~e disposal systems shall be located so as to avoid impalrmem of them or contamination from them during a 100 Ye.ar Flood. • Within any area subject to sheet flow (Zone ·Ao· on the Flood Insurance Rat~ Maps) all new construction and $\INlantial improvc~nts of tl?$1dential structures shall hav~ the lowest Ooor, includini basement, elevated above the blghe6t adjacent grade of the....,<:.._,....---__:;. noarC$l street to or IOOve the d£11th number specified on the Flood Maps. Any new con5uuction or substautiaJ imrrovernents of nonresidemlal structures in areas speaal Use P<rnul 14PP1ic1111on ~ Rift~ YtUOge South >fay 9, 1996 Page 2ofS JEROME GAMBA & ASSOCIATES, INC . CONSULTINO ENGINE0!S &c LANO SURVEYORS . ( : ( CARF I ELD cou-rrv 9 70a9434?0 0 7 /29 /03 12t67pm P . 006 ldentifie4 as subject to sheet flow shall havt the low~t floor. iru:ludlng basement, elev111ed ahnvc the highest adjacent ar.ide to or 2hovtt Che depth numbor spwficd on the PJood Maps, or, together. wlth aaeodant utility and sanitary facilities, tie completely flood-proofed to or above rhe elevation of the water surt<1ce as iipecUied on lhe Flood Maps . • AU m~ufaccurcd homes or those 10 b.t substantia!ly improved that are to he pl:accd within Zone A on a comrnuolly's FF.MA or FIRM shaJi be "installed usini methods and practk:e5 which minimize flood damage. for the l'UfJ>OSes of chis requirement, manufaetured homes must fie elevated and anctiored to resist flotmon, collapse or lateral movement. Methods of anchorina may include:, but aro not limited to, w.e of ovcr-th1Hop or frame ties to iround anchors. 'l'hls requirement is in addition to applicible State and local anchoring requirements for .resisting wind force&. A . manufactured home should be elevated a mlnlmum of one fooc llbov~ ahe baso flood level and 2nchored to the elevated foundation. BASIS OF DESIGN From a seotogicaJ perspective, alluvial faAS art! created over tens of thousands of years by erosion and sedimentation. Large precipitation or snow·mclt events would catl5e signifi'8nt run-off flow.s 10 occur within a drainage basin . Thesi= flows erode and transport significant amounts of sediment and debris from the upper ar~ of th\? drainage hasin. Af. long as tho velocity of the flow is sufficiently fast, the sediment and dehris will remain in smpensian wllbin tho flowing water. However, once the flow is carried onto tbe flatter river valley bottom. the flow velocity decreases causing the sediment and debris to he deposited. Typically, the sedimait from one event is d"'POSlttd on only a sm:iU Portion of an alluvial fan . This usually createi1 a topographically higher surf a~ in rhat area and consequently tho subsequent drainage event is directed to • different area of tbe fan . Therefore. ln terms of flood plain man.ag~t. although 1he entire alluvial Can is defiued as being wilhin the "AO Zone District,.. during a JOO-Year Flood, the ftood would only occur across a llmJtt!d portion of tbe fan. This limited flood extent cm be demonstrated with the hydraulic c:akulatioo of lbe published 100- Year Peak Ois~hargc. With a de.pth of flow or I-foot, a total Dow width .of approximately 217 feet wouJd carry the 7~ cfs ln the 100-yr peak discharge. The width of the alluvial fan measured paralleJ to the topographic contours through the area in question is approximately 3600 feet. Therefore, during a single JOO-Year Flood Event, only 220 feet (appro~imatel, 6%) of the width of the alluvial fan would be immdared. The hydraulic caladation described above h provided· in Appendix B. The lateral limits of the flood event de$etibed above, indicate that the probablllty of any particular house in tbe area in qu°"tion actually eitperi.mclng flooding during the lOO~year eveat 15 sipificantly le.u than the probability of me occurrence of the I 00 year flood. The probability of tho oc~ronce of the 100.year flood is If. (0 .01) in any given year. The piobability ot a partlaalar house In die area In ({Uestlon experiencing flooding during thl# 100-yr flood is 6% (0 .06). Theretore, dte probability of Special Ost hnmt J1Ppticl2ito11 -Rijk Village SOUJh Mtl] 9, 1996 Page 3 of j JEROME GAMBA & ASSOCIATES, INC. CONSUlJING ENOINEEAS &t LAND SURYeYORS 0 () I ~· . ·/ ' l:ARFIELD COUNTY 9703943470 07128/0a 1Z:57pm P. 007 _________ .. _____ ·-------... ---·-----· ···----·-... _ .. ____ ., ·--.. • both occurring simultaneously Is: 6~ X I% = .063 (0.0006). Which equates to one simultaneous occurrence every 1667 yeara (o.n the avdrag~). These calculations are provided only to demonstrate a perspective in regard to the factor of saft!ty ~rated by mitlgation or the 100-yr flood eYent on an alluvial fan . Wlth this in mind howev«. compliance with the flood plaln management regulations rtquire that ~All new consuucclon or $ubst:antb.1 improvements shaU ba reasonably saFe from flooding•. Th~efore, as stated above, lhc peak dlschlll'ge ohhe 100 Year Flood at lhc mouth of Hdmer Oul~h is 700 c&. A calculation of the hydraulic capacity of tho street section on Colt Drive Ind icates a r•ircd flow depth of 1.54 feet in order to discharge 76/J cfs . This hydraulic calculation de&crihed above is provided in Appendix B. Th~fore, if all finished floor elevations of proposeiJ building!> are raised at l~t l . 7S (eet above the adjacent centerline elevation or the road, the structure will be ·reasonably safe from flooding•. Since all buildings would be constructed above 100-yr Oood elevation, the concerns regard ing hydrostatic and hydrodynamic loads can he mitlpb!d with standard construction pract ices in accordance with the Uniform Building Cock (UBC). How~a, in regard to the effecls of buoyancy, the UBC does allow the footings to be constrUcted of treated wood members. In this ~c, trea1c.:d · wood members would not adequ1uely mitigate the effects of buoyancy in some ca~os. Thertfore, all toundations should be consmicted of cast-in-place reinforced concrete footers and st~m walls, and ani:hor tiolu shall be installed in compliaocc with lhe UBC . ~ECOMMENDED DESIGN GUIDELINES In order co comply with the development performance standards descrl~ ahovo, the following guide!intS shall be followed 1n rega(d lo the site layout, grading, foundation, and determination of finished floor elevation . I. The minimum finished tloor elevation for each residence proposed for construction on these lou sh311 be the higher elevat ion as calculated by th~ following two methods : • The elevation which is I . 15 feet above the centerline elevation or the ltr~ at the point awasured from the highest corner of the house perpendicular to the su~. • The elevation which .is 1.00 feet aoove the pre-development topography as provided on the top0grapbic map included in Appendix A and measured from the hisbest comer of the house. 2. The minimum Ooor elevation shaU be dc:tonnined hy a Registered Professional Land Surveyor and submitted ia writing to Garfield Co1111ty Building aoo Pfannlng Department at the lime of bulldlnt pennit :application. 3. All foundations shall be cast-in-place riWlfon:ed concrete footers and stem walls. All foundation designs should he based on site specific gectcchnical soil and foundation - Spcaal Use Pemut Appl1ca11on • lb.]11! Y,Ulig* So111h May 9, 1990 Paac4o/S JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SOAVEYORS ·. (;ARFlELD COUNTY 970a94S470 07/29/0# 1Z:S'7pm P. 009 . . . : ........... ----------...... ·-··---------------.. -.. -... --.... ---"":---~-----:--.. investigations. All foundations should be reviewed and approvoo by Registered Professional Structural Engineers. The structural englnetr should review foundation desiens in regard to hydrostatic and hydrodynamic loads, and huoya.acy. 4. Site grading shall tie performed so a~ to ereaio ~itive dralnaze away from all residences in all directions. The minimum allowable grade away from each residence shall bl! 103 for a minlmum dwnce or 10 feet . Patios, driveways, and sldcwaUcs are excluded from this requirement, ex~t that all pai:ios, driveways and t:idewallc.t: shall slopo away from the house at a mioirnum grade of 2%, and the l0%/l0 ft. grade shaU be continued beyond all patios, drmways, and sidewalks. S . All foundation const.111ction shaU comply with the Uniform Buildini Code. Based on the information pcovided above. we believe that a>nstructlon of resicfence.c; on these lots can be performed that would comply with the Garfield County flood plain regulations and would he "reasonably safe from fl~ing•. If you have any questions, please call. Sincerely. S:\96499\SPEC-R£V,\VP6 $peaa1 Ost Perm11 A;;Plicotiorr • Ri]le Village South May9, 1996 Pa1e. 5 of 5 JEROME GAMBA & ASSOCIATES, INC. CONSll..TINO ENGINEE~ &. LANO SUffVEYORS 0 RE M I N G T O N S T R E E T 10 ' U T I L I T Y EA S E M E N T / R . O . W . EX . 1 8 " C M P IN V I N = 5 3 5 7 . 6 ' FU L L O F D E B R I S EX . E D G E O F A S P H A L T WI R E F E N C E W O O D F E N C E W O O D F E N C E GA S L I N E ( E X C E L ) EL E C T R I C L I N E ( E X C E L ) TE L E P H O N E L I N E ( C E N T U R Y L I N K ) AP P R O X I M A T E F L A G L O C A T E S EL E C T R I C TR A N S F O R M E R PA D TE L E P H O N E PE D E S T A L EX . 8 " S A N I T A R Y S E W E R EX . 6 " C U L I N A R Y W A T E R EX . E D G E O F A S P H A L T (L O C A T I O N E S T I M A T E D . C O N T R A C T O R T O VE R I F Y I N F I E L D P R I O R T O C O N S T R U C T I O N . ) 76 . 0 0 ' 26 . 3 3 ' 12 . 0 0 ' 17 . 0 0 ' 17 . 0 0 ' 5. 0 0 ' 4. 0 0 ' 86 . 3 4 ' 4' X 4 ' CO N C R E T E PO R C H 3' X 3 ' CO N C R E T E PA D PR O P O S E D H O U S E FF E = 5 3 6 5 . 3 7 SI D E W A L K DR I V E W A Y 18 " C M P EM B E D D E D 9 " 25 . 0 0 ' PR O P . 3 / 4 " WA T E R M E T E R PR O P . 3 / 4 " W A T E R SE R V I C E 4" S A N I T A R Y SE W E R S E R V I C E SA W C U T , R E M O V E A N D R E P L A C E AS P H A L T 2 ' M I N . E I T H E R S I D E O F NE W S E R V I C E L A T E R A L S EX . H O M E EX . S H E D EX . H O M E EX . H O M E EX . H O M E EX . D R I V E W A Y EX . D R I V E W A Y EX . D R I V E W A Y PR O P E R T Y BO U N D A R Y L I N E LO T 1 0 LO T 7 LO T 8 LO T 9 20 . 0 0 ' 10 . 0 0 ' R5 . 0 0 R5 . 0 0 R1 0 . 0 0 R1 0 . 0 0 SS C L E A N O U T SS C L E A N O U T L = 2 7 ' L = 2 3 . 5 ' L = 3 5 ' LO T L I N E T O B E AB A N D O N E D IN V = 5 3 6 1 . 0 9 IN V = 5 3 6 0 . 6 0 CIVCO Engineering, Inc.Telephone: (435) 789-5448 Fax: (435) 789-4485 1256 W. 400 S. STE. 1, P.O. Box 1758, Vernal, Utah 84078JBBMDK 1CHAVEZ RESIDENCE LOTS 8 & 9, BLOCK 3, RIFLE VILLAGE SOUTH SUBDIVISION FIRST FILING SECTION 20, T.6S., R.93W., 6th P.M.COUNTY OF GARFIELD, STATE OF COLORADO SITE LAYOUT AND UTILITY PLANDESCRIPTIONLOTS 8 AND 9, BLOCK 3, RIFLE VILLAGE SOUTH SUBDIVISION FIRST FILING, ACCORDING TO THE PLAT THEREOF, RECORDED OCTOBER 8, 1964 IN RECEPTION NO. 227220, AT OFFICE OF THE CLERK AND RECORDER, COUNTY OF GARFIELD, STATE OF COLORADO.NOTES 1. STREET ADDRESS: REMINGTON STREET (NOT POSTED)2. LOCATION OF IMPROVEMENTS AND LOT LINES BASED ON A TOPOGRAPHIC SURVEY BY KIPP LAND SURVEYING PERFORMED ON JUNE 1, 2016. A BOUNDARY SURVEY WAS NOT PERFORMED AT THAT TIME. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND SHOULD BE VERIFIED BY THE CONTRACTOR ON SITE PRIOR TO CONSTRUCTION ACTIVITIES.AREA ANALYSIS LEGENDTOTAL LOT AREA - 12,100 SQ FT IMPERVIOUS AREA - 3,667 (30 %)LANDSCAPE AREA - 8,433 (70 %)PROPOSED 3/4" WATER METER EXISTING CULINARY WATER LINE PROPOSED CULINARY WATER SERVICE LATERAL EXISTING SANITARY SEWER PROPOSED 4" SANITARY SEWER SERVICE LATERAL EXISTING SANITARY SEWER MANHOLE1" = 10'UTILITY NOTES 1. ALL CULINARY WATER AND SANITARY SEWER IMPROVEMENTS SHALL CONFORM TO APWA AND RIFLE CITY STANDARDS.2. SANITARY SEWER SERVICE LATERAL TO BE 4" SDR35 PVC WITH GLUED FITTINGS.3. SANITARY SEWER SERVICE LATERAL TO BE PLACED AT 2.0% MINIMUM SLOPE.4. CULINARY WATER SERVICE LATERAL TO BE 3/4" HDPE THAT MEETS ASTM D2239 AND D2737,AWWA C901 AND PE 3408 MEETING CELL CLASS 345464E.(PURE CORE OR EQUIVALENT).Te 1256W s RE M I N G T O N S T R E E T 10 ' U T I L I T Y EA S E M E N T / R . O . W . EX . 1 8 " C M P IN V I N = 5 3 5 7 . 6 ' FU L L O F D E B R I S EX . E D G E O F A S P H A L T WI R E F E N C E W O O D F E N C E W O O D F E N C E GA S L I N E ( E X C E L ) EL E C T R I C L I N E ( E X C E L ) TE L E P H O N E L I N E ( C E N T U R Y L I N K ) AP P R O X I M A T E F L A G L O C A T E S EL E C T R I C TR A N S F O R M E R PA D TE L E P H O N E PE D E S T A L EX . 8 " S A N I T A R Y S E W E R EX . 6 " C U L I N A R Y W A T E R EX . E D G E O F A S P H A L T (L O C A T I O N E S T I M A T E D . C O N T R A C T O R T O VE R I F Y I N F I E L D P R I O R T O C O N S T R U C T I O N . ) 4' X 4 ' CO N C R E T E PO R C H 3' X 3 ' CO N C R E T E PA D PR O P O S E D H O U S E FF E = 5 3 6 5 . 3 7 SI D E W A L K D R I V E W A Y 18 " C M P EM B E D D E D 9 " EX . H O M E EX . S H E D EX . H O M E EX . H O M E EX . H O M E EX . D R I V E W A Y EX . D R I V E W A Y EX . D R I V E W A Y B O U N D A R Y L I N E LO T 1 0 LO T 7 LO T 8 LO T 9 LO T L I N E T O B E AB A N D O N E D FL O W L I N E O F E X I S T I N G RO A D S I D E D R A I N A G E D I T C H HI G H P O I N T HI G H P O I N T D R A I N D R A I N CIVCO Engineering, Inc.Telephone: (435) 789-5448 Fax: (435) 789-4485 1256 W. 400 S. STE. 1, P.O. Box 1758, Vernal, Utah 84078JBBMDK 2CHAVEZ RESIDENCE LOTS 8 & 9, BLOCK 3, RIFLE VILLAGE SOUTH SUBDIVISION FIRST FILING SECTION 20, T.6S., R.93W., 6th P.M.COUNTY OF GARFIELD, STATE OF COLORADO SITE GRADING AND DRAINAGE PLANDESCRIPTIONLOTS 8 AND 9, BLOCK 3, RIFLE VILLAGE SOUTH SUBDIVISION FIRST FILING, ACCORDING TO THE PLAT THEREOF, RECORDED OCTOBER 8, 1964 IN RECEPTION NO. 227220, AT OFFICE OF THE CLERK AND RECORDER, COUNTY OF GARFIELD, STATE OF COLORADO.NOTES 1. STREET ADDRESS: REMINGTON STREET (NOT POSTED)2. LOCATION OF IMPROVEMENTS AND LOT LINES BASED ON A TOPOGRAPHIC SURVEY BY KIPP LAND SURVEYING PERFORMED ON JUNE 1, 2016. A BOUNDARY SURVEY WAS NOT PERFORMED AT THAT TIME. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND SHOULD BE VERIFIED BY THE CONTRACTOR ON SITE PRIOR TO CONSTRUCTION ACTIVITIES.3. THIS PROPERTY IS LOCATED WITHIN A DESIGNATED ZONE AO (DEPTH 1 FT, VELOCITY 4FPS)WITH NO BASE FLOOD ELEVATION (BFE) ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL 1353 OF 1900, COMMUNITY-PANEL NUMBER 080205-1353 B, MAP REVISED JANUARY 3, 1996.AO-SPECIAL FLOOD HAZARD AREA INUNDATED BY TYPES OF 100-YEAR SHALLOW FLOODING WHERE DEPTHS ARE BETWEEN 1.0 AND 3.0 FEET; DEPTHS ARE SHOWN, OR AREAS OF 100-YEAR ALLUVIAL FAN FLOODING, DEPTHS AND VELOCITIES SHOWN, BUT NO FLOOD HAZARD FACTORS ARE DETERMINED.1" = 10'LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SLOPE PROPOSED SPOT ELEVATIONTe1256W 76' -O" ,...--2· -2" ( t. 7'-2" 7' -2" 7' -2" 7' -2" 7' -2 " 7 ' -2" 7' -2" 7' -2" 7' -2" 7' -2" 2'-2"~ ' S.1 -------I __ , _________ ---_...._...,._ ___ ~ -- - - - - --- - ---~ _ T_ - --- - - - - --- - ------ - -- - - -- - - - ---" ~--~,,.. <o N . I ' I L _~ -----riiF--+----- - - - - -------- - --~-- - - - -__ i-J ------~-------------~--------- - 3' -O" 3' -1" 3' -1 1" 5' -4" 3' -2" 16' -O" 21 ' -7 " 3' -7" FOUNDATION PLAN 1/4" = 1 '-0" MARK 1101 1102 1103 1201 1202 1203 1301 2301 --1--- - - ---- -_/\ v - - - - --- ------ --- ----- -_;{,----- ------ -- - - - - - - --- - -__/\ v-- - - - - --- -,- 1 Iv I I I I I I "'I I 111--. -. . J IE lll 1113 11 Ill I I Ill Ill Ill llR l l Ill Il l Ill Il l Ill Il l 1 1 ~1 1 1J l l 1 1 1 l fR 1 1~1~1 1 '~ll 1 1 ~1 1~1 1 1 111 Ill ll L I' '-=:1 11==1 · 1:--1 1 •-. -1 11-••' ',,_, ,,_ . . . ·''--::I I I_...',_ @FOUNDATION SECTION 1/2"=1'-0" TE111_111 =111 11 = ~ Il l I -·- II 111 li t-z f ie-~ ~1 1 1 _ 111=1"-" ·-111-ITT 111 -111--1 11 1113 11 -111 111 111 111 111 II _J 113 11 111 111= --'~1r 1 1 1~,-··~1 ,c10 1 ~1 ~·-·--·-· 1 6 ' -4" ' STRUCTURAL KEYED NOTES STRUCTURAL ITEM CONC. FOOTING -36" DIA. x 1 O" (d) SONOTUBE wl (3) #4's EACH WAY CONC. FOOTING-24" DIA. x 10" (d) SONOTUBE w l (3) #4's EACH WAY CONG. FOOTING-18" (w) x 10" (d} x CONT. w l (2) #4's CONT. MARRIAGE L INE SUPPORT-RATED STAND (11 ,000 CAPACITY) OR DOUBLE-STACKED 8x16 CMU BLOCKS. MARRIAGE LINE SUPPORT -RATED STAND (4,000 CAPACITY) OR DOUBLE-STACKED 8x16 CMU BLOCKS. CHASSIS SUPPORT -RATED STAND (4000 CAPACITY) OR SINGLE-STACKED 8x16 CMU BLOCKS . TIE-DOWN -METAL STRAP w/ FRAME CLAMP AND TURN-BUCKLE FRAMED WALL -TREATED STUD GRADE HEM FIR OR DOUG. FIR - LARCH 2x4's@ 16" O.C . w/ EXT. GRADE 7/16 PL YWOOO SHEATHING NAI L ED WITH 8d C O MMON WIRE NAILS SPACED 6"112" (EDGE/FIELD). DESIGN DATA DESIGN STANDARDS 1. IRC 2012 2 . ACI 332-10 3. ANSllAWC NDS -20 1 2 DES IGN LOADS 1. Roof Live Load = 20 psf 2. Roof Snow Load = 40 psf 3. Basic Wind Spee d = 90 mph 4. Se ismic A . Site Class D B. Se ism ic Design Cate g or y= B SOIL BEARING CAPACITY 1. Soil Bearing Capac ity = 150 0 psi -END OF SECTION- REINFORCED CONCRETE PART 1 -GENERAL 1.01 WORK INCLUDED A. Reinforced conc rete structural components as shown in the construction documents . 1.02 RELATED WORK 1. Excavation 2. Forming 1.03 QUALITY ASSURANCE A. Codes and Standard s 1. 20 12 IRC 2. ACI 332-10 3. ASTM, des ignati on s as specified. PART 2 -PRODUCTS 2 .01 MATERIALS A. Concrete: Use co ncrete hav ing a compress ive strength 'fc' of 2500 psi or greater. B. Reinforcing Steel: Use rein fo rcing steel having a yield strength 'fy' of 5 0 ,000 ps i or greater. PART 3 -EXECUTION 3.01 INSPECTION A . Coordinate with mechanical , electrical and arc hitectu ral prio r to pour ing co ncrete. Provide sleeves , block outs , e tc. as requ ired. B. Verify that adverse soil condit ions do not e:x ist prior to pourlng foundation con c rete. Inform Engineer of any adverse soil conditions. 3 .02 INSTALLATION A. Contractor is respons ible for proper placement of all embedded an chor bolts, angles , plates , etc. B. Bear all co ncrete fo otings at o r below frost depth. C. Bear fo otings on un d isturb ed natural mate rial, or on fill that is wetted to 95 °.4 optimum moisture content and co mpacted in 8" (maximum ) loose lifts to 95% ma)(imum dry density. D. WaU ve rts may be w et-st abbed into strip fo otings. 3.03 PROTECTION A . Cold Weather Protecti o n. 1. Prov ide cold weather protection wheneve r the temperature is f orecast to fall below 40 "F with in 14 days of co ncrete pla cement. 2. Protect conc rete against f reezing until it has cured for no less than fi ve days. 3 _ Do not plac e concrete in conta ct with frozen surface s . -ENO OF SECTION - LUMBER FRAMING PART 1 -GENERAL 1.01 WORK INCLUDED A. Lu m ber-framed structu ral compon e nts as shown in the cons t ru ction documents. 1.02 QUALITY ASSURANCE A . Codes and Standards 1. 2012 IRC 2. ANSllAWC NOS-2012 PART 2 -PRODUCTS 2 .01 MATERIALS A . Lumbe r me eting or exceeding the following species and grades : 1. Wall studs and bu ilt-up co lumns ......... Ooug -fir Stud Grade 2. Timber Columns .................................. Doug-fir No . 2 PART 3 -EXECUTION 3.01 INSTALLATION A . Lum ber in direc t conta ct wit h founda ti on co ncrete mus t be pressure treated . -ENO OF SE CTION- GENERAL GRADING NOTES 1. SLOPE FINISH GRADE AWAY FORM THE FOUNDATION AT A MINIMUM 2 PERCENT SLOPE FOR A MINIMUM DISTANCE OF 10 FEET MEASURED FROM THE FOUNDATION. 2 . 3 . FINISHED GRADE AT EXT. FOUNDATION WALL TO BE A MINIMUM 8 INCHES BELOW THE TOP OF THE F OUNDAT ION WALL. TOP OF FOUNDATION WALL MUST BE A MINIMUM OF 12 INCHES ABOVE THE DRAINAGE CURB P LUS 2 PERCENT OF THE DISTANCE FROM THE DRAINAGE CURB TO THE FOUNDATION GENERAL FOUNDATION NOTES 1. PROVIDE CRAWLSPACE VENTS OR CONDITIONING PER LOCAL COO ES. c:: D "" c. ·5 rn QJ Cl c:: D (/) ·u; ·:; z~ 0 -(/) -> w a::: f--1----+--+-+---i • u c H ·-L. ~ ~ c ·-en c w 0 '-.) > H '-.) z 0 -~ c z ::> 0 LL ...J <C -1-z w c -en w ~ .. w ~ > Ill z ~ Q . 0 0.... """" • 1-w w :x: Ul E 0 u 0) c: N w ~ ::c (.) w en 0 ., T O P O G R A P H I C S U R V E Y L o t 8 & 9 , B l o c k 3 , R i f l e V i l l a g e S o u t h S u b - D i v i s i o n F i r s t F i l i n g S e c t i o n 2 0 , T . 6 S . , R . 9 3 W . , 6 t h P . M . C o u n t y o f G a r f i e l d , S t a t e o f C o l o r a d o R A N D Y K I P P P . L . S . P . O . B o x 3 1 5 4 E a g l e , C O 8 1 6 3 1 ( 9 7 0 ) 3 9 0 - 9 5 4 0 e m a i l : r a n d y @ k i p p l a n d s u r v e y i n g . c o m w e b : k i p p l a n d s u r v e y i n g . c o m T o p o g r a p h i c S u r v e y L O T 8 & 9 , B L K 3 , R I F L E V I L L A G E S O U T H S U B - D I V I S I O N F I R S T F I L I N G C o u n t y o f G a r f i e l d , C o l o r a d o Sales Center: 0 0·029•01 0.3 7 CLAYTON HO:MES GRAND JUNCTION Manager: MARY RUSE Sales Person: 336290 Buyer: Jose Chavez Date: Jan 12 2016 3:18PM Application ID: 3759326 CASH DEAL{CLOSEGroup) CustomerNumbcr: 1162167 Package Number: 3759326-0 Stock Number: RSO Serial Number: buc005353azab Stock Status : RSO Modular Home: No Delivery State: CO 3759326·0 ) THIS DEED. made on January 29, 2016 Between LindaM. Loy of the County of Garlic Id, and State of CO, grantor, and CMH Homes. Inc. whose legal address is: 671 23 Road, GRANO JUNCTION, CO, 81505 of the County of MESA and State of CO, grantee: --"wITNES-SETH. That the grantor for and In c~nslck~tion of the su-m of S3iioo.oo DOLLARS, thC'n:Cclpt and sufficiency of"whfch Is hereby . acknowledged, has granted, bargained, sold and conveyed, and by these prcscnts docs grant, bargain. sell and convey and confirm wto the grantee, bis heirs and assigns forever, all the real property together with improvements, if any, situate, lying and being in the County of Garlield and Stale of Colorado described as follows: Lots 8 and 9 Block3 Rifle Village South as known by street and number as: TBD Remington Street Rifle co TOGETiiER with ell and singular the hercditamcnts and appurtenances thereto bclongine, or in anywise appertaining. and the reversion and reversions. remainder and remainders.. rents, issues and profits thereof; end all the estate. right, tide, Interest, claim and demand whatsoever of the grantor either in law or equity, of, in and to the above bargained premises, with the hcrcditamcnts and appurtcnancc.t. TO HA VE AND TO HOLD the said premises above bargained and described. with the appurtenances, unto the gt8Jltce, his heirs end assigns forever. And the Grantor, for himself, his heirs, and personal representatives, docs covenant, grant, bargain, and agree to and with the Grantee. his heiB and assigns. that at the time of the cnscaling and delivery of these presents, he is well seized of the premises above conveyed, has good. sure. p¢rfcct. absolute andindcfcasiblc estate of inhcritanco.-in Jaw.-in fc:c .simple, and·has good righlf full.. power. and lawful.authority..to · grant,.bclrpin. sell and convey the same in manner and form as aforesaid, and that the same arc free and clear from all former and other arants. bargains, sales, liens, taxes. a.sscssmcnts, encumbrances and restrictions of whatever kind or nature soever, except and subject to general taxes and assessments for the year l 2016 and subsequent years and all those specific exceptions descn°bcd by reference to recorded documents as reflected in Commonwealth Title ~ Company's Commitment No.1512041-1 accepted by Grantcc(s) in accordance with Section 8.1 (Record Tille Matters) of the Contract to Buy and Sell Real Estate relating to the above referenced property; distribution utility casements (including. cable TV); those specifically described rights of ""J> third parties not shown by the public records of which Grantcc(s) has actual knowledge and which were accepted by Grantcc(s) in accordance with Section 8.2 (Off-Record Title Matters) and Section 9 (Current Survey Review) of the Contract to Buy and Sell Real Estate relating to the above described real property; inclusion of the Property within any special taxing district; The gnmtor shall and will WARRANT AND FOREVER DEFEND the above bargained premises In the quiet and peaceable possession of the grantee. his heirs and assigns, against all and every person or persons lawl\Jlly claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, end the use of gender shall be applicable to all genders. IN WITNESS WHEREOF the grantor has executed this deed on the date set forth above. LindaM. Loy STATE OF COLORADO COUNTY OF GARFIELD My commission expires: ifRllq Commoawulth File No. IS1204l-l Rctumto: f'.MH Hnme.ot. Inc. ) lss. ) ... -----------... -------... NotmyPubhc J 27 East Sth Street Rifle, co 81650 PATii DENISE REICH • ~·OTARY PUBLIC .. ~!~re OF COLORADO July8, 2016 To whom it may concern, In reference to the property In Rifle Village South Lots 8 & 9, the property Is owned free and clear by CMH Homes and as such there are no liens on the property. Sincerely, ~Q__ ~~ 671 23 Road GRAND JUNCTION, CO 81505 Phone: (970) 245-9039 Fax: (970) 245-5475 Web: www.ClaytonHomesGrandjunction.com ce Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") CMH Homes LLC _____________________________ agree as follows: 1. The Applicant has submitted to the County an application for the following Project: __ _ 2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person: Steve Snyder Phone: ( 970 ) 245-9039 Billing Contact Address: _6_7_1_2_3_R_o_a_d ____________________ _ City: Grand Junction State: CO Zip code: _8_1_5_05 ___ _ Billing contact Email: steven.snyder@claytonhomes.com uthorized to Sign: _S_h_a_w_n_R_u_s_e _______________ _ 6/25/2016 (Signature) (Date) Garfield County Land Explorer Parcel Physical Address Owner Account Mallng Addless Num 217720200011 481 VILLAGE DR RlfLE CLARKE. PETER R024303 73 TASSELS LOOP BRECKENRIDGE CO 80424 217720205002 37 REMINGTON ST HESSEL8ERG . RANDOLPH & PAMELA R024122 37 REMINGTON STREET RIFLE CO 81650 · RIFLE 9628 217720205035 RIFLE LOY. LINOAM R024 167 16 REMINGTON STREET RIFLE CO 81650 217720205037 121 REMINGTON ST HESSELBERG. PAMELA J & WILSON . JAMES R0240S6 37 REMINGTON STREET RIFLE CO 81650 RI FLE HBJR 217720205038 141 REMINGTON ST KUBERRY. KRAIG L R024157 141 REMINGTON STREET RIFLE CO 81650 RIFLE 217720205041 330 VILLAGE DR RIFLE CAMPBELL. STEPHEN F & CAROLYN M R024049 330 VILLAGE DR RIFLE CO 81650-9641 217720205048 412 VILLAGE DR RIFLE TERRY. BENNY J & TAMARA S R024344 41 2 VILLAGE DRIVE RIFLE CO 81650-9643 217720205049 434 VILLAGE DR RIFLE KUPER . ELLEN & MICHAEL R024338 434 VILLAGE DRIVE RIFLE CO 81650 ·9643 217720205050 392 VILLAGE DR RIF LE BILLINGTON. LEVI W R024340 392 VILLAGE DRIVE RIFLE CO 81650 217720205052 RIFLE LOY, LINDAM R420669 16 REMINGTON STREET RIFLE CO 81650 217720205053 RIFLE CMH HOMES INC R420670 671 23 ROAD GRANO JUNCTION CO 81505 217720208003 36 REMINGTON ST PAGE. MICHAEL PAUL R024255 36 REMINGTON DRIVE RIFLE CO 81650 RIFLE 217720208004 56 REMINGTON ST !MONDI. ROBERT J & VALERIE K R024273 0056 REMONGTON STREET RIFLE CO RIFLE 81650 217720208022 120 REMINGTON ST HAWKINS, LEE R & MARLENE C R024055 120 REMINGTON STREET RIFLE CO 81650- RIFLE 9629 217720208024 148 REMINGTON ST ESQUIBEL, VICTOR F & KATHLEEN S R024121 148 REMINGTON STREET RIFLE CO 81650- RIFLE 9629 217720208027 96 REMINGTON ST BENNETT. LEWELLYN C & JACQUELINE R024065 96 REMINGTON STREET RIFLE CO 81650 · RIFLE 9629 217720208028 76 REMINGTON ST MORRIS , WILLIAM R & HEATHER L R024066 141E16THSTREETOURANGOC08130 1· RIFLE 5026 217720209003 82 WINCHESTER ST RODMAN, BETTY A R024040 PO BOX 2932 GLENWOOD SPRINGS CO RIFLE 81602 217720209004 162 WINCHESTER ST BANNON. ROBERT M & DONNA S R024179 0116 WINCHESTER STREET RIFLE CO RIFLE 81650-9654 217720209011 70 WINCHESTER ST MERRIAM, JERROD S R420001 70 WINCHESTER STREET RIFLE CO 81650 RIFLE 217720210003 337 VILLAGE OR RIFLE STROUSE. STEVEN & GLORIA R082879 337 VILLAGE DRIVE RIFLE CO 81650 2 17720210004 335 VILLAGE CR RIFLE MARTINEZ, TAANI L & STROUSE. STEVEN & R082880 335 VILLAGE DRIVE RIFLE CO 81650 GLORIA