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1.0 Combined Original Application & Supplemental Submittal
Riverside FedEx Facility Garfield County Application for Limited Impact Review Submitted by: Western Slope Consulting LLC 0165 Basalt Mountain Drive Carbondale, Colorado 81623 970-963-7172 wsconsulting@sopris.net Table of Contents Page Application Submittal Letter 3 Applicant & Consultant Information 4 Application Form 5 Agreement to Pay Form 7 Proof of Ownership - Deed 8 Property Legal Description 11 Statements of Authority 12 Letter of Authorization 14 List of Mineral Owners With Names and Mailing Addresses 15 Names and Addresses of All Property Owners within 200 Ft. 15 Map of Subject Parcel and Adjacent Property Owners 16 Project Narrative 22 Relationship to Garfield County Zone District Regulations 23 Significant Natural and Man-made Features on the Site 23 Building Appearance 23 Landscape Plan 26 Professionally Engineered Drawings and Reports 27 Water and Sewer Will Serve Letter from City of Glenwood Springs 31 Vicinity Map 32 Pre -Application Conference Summary 33 Site Plan 36 Relationship to Glenwood Springs Comprehensive Plan 37 Existing County Zoning 41 General Conformity with Garfield County Comprehensive Plan 42 Impact Analysis 45 Floodplain & Wildlife Map 53 Estimated Construction Costs 54 Letter from Resource Engineering on Alternative Water Supply 57 Page - 2 Application Submittal Letter August 4, 2014 Ms. Tamra Allen Garfield County Community Development Department Planning Manager 108 8th St # 401 Glenwood Springs, CO 81601 Dear Ms. Allen: I am pleased to submit herewith an application for a Limited Impact Review Application for purposes of constructing a FedEx shipping facility adjacent to the Glenwood Springs Airport. The technical classification for this use in the Commercial General (C/G) zone district is "Warehouse and Distribution Center". FedEx Ground Package System, Inc. (FedEx Ground) is a premiere provider of small package delivery services and searched Glenwood Springs as well as surrounding areas for strategically viable sites. The company has elected to locate their new sorting and distribution facility serving Garfield County, and the greater Glenwood Springs area on property directly east of the Glenwood Springs Municipal Airport in unincorporated Garfield County. The project will bring 14.5 jobs to the area as well as bringing strategically located and much needed services to Garfield County and the Glenwood Springs community. The site is adjacent to the municipal limits of Glenwood Springs and could be eligible for annexation to the City. The applicant is processing an application with the city of Glenwood Springs, but due to issues of timing and uncertainty with the city annexation process, is also processing an application with Garfield County in order to initiate construction before the close of the 2014 building season. The proposed facility is an approximately 27,000 square foot building with the majority of business activities occurring inside the building where delivery vehicles are manually loaded and unloaded from a proprietary material handling system. The site is located in a light industrial/mixed-use area with convenient access to the local transportation infrastructure. The operation is planned adjacent to the future South Bridge location and will connect the area near the airport to Highway 82. The bridge will be a future benefit for access, but it is not critical to the functionality of the operation. This application conforms to the requirements of the pertinent sections of the Garfield County Land Use and Development Code. The FedEx facility will meet the growing shipping needs of the area and is designed to fit the Garfield County and Glenwood Springs land -use goals and the Glenwood Springs Comprehensive Plan as required by the County regulations. The development is laid out to conform to the characteristics of the site in a manner that fits the site's natural features, offers safe access and is compatible with surrounding uses. Our team looks forward to reviewing this material with the County at the earliest convenience. After the submittal has been deemed complete, please schedule the application with the Board of County Commissioners. If you have any questions, please do not hesitate to contact me at (970-963-7172) wsconsulting@sopris.net Sincerely, Western Slope Consulting LLC Page - 3 Applicant & Consultant Information Property Owner CLH Properties, LLC C/o James W Light or James Horn PO Box 620 Basalt, CO 81621 970-379-6810 - telephone Applicant, Planner & Authorized Representative Davis Farrar - Western Slope Consulting LLC 0165 Basalt Mountain Drive Carbondale, Colorado 81623 970-963-7172 - telephone, 970-963-7172 facsimile E-mail: wsconsulting@sopris.net Project Liaison & Authorized Representative Kevin Kiernan - Kiernan West, LLC 941 Orange Avenue, #512 Coronado, California 92118 (619) 435-1614 - telephone E-mail: kevin@thekiernancompanies.com Project Attorney& Authorized Representative David McConaughy - Garfield & Hecht, P.0 420 Seventh Street, Suite 100 Glenwood Springs, Colorado 81601 970-947-1936 - telephone E-mail: dmcconaughy@garfieldhecht.com Project Engineer& Authorized Representative Robert Fitch - Rick Engineering Company 4 Inverness Court East #300 Englewood, CO 80112 (303) 225-9125 - telephone E-mail: rfitch@rickengineering.com Project Surveyor Archibeque Land Consulting, Ltd. Ted Archibeque 105 Capitol Street, Suite 5 PO Box 3893 Eagle, Colorado 81631 970-328-6020 telephone, 970-328-6021 - facsimile E-mail: Ted@ProLandSurvey.com Page - 4 Land Use Application Forin Garfield County Community Development Department 108 81h Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfeld-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION ❑ Adminislralive Review 8 Limited Impact Review ❑ Major Impact Review ❑ Amendments to an Approved WCP ❑ LIR ❑MIR ❑ SUP 0 0 0 Minor Temporary Housing Facility Vacation of a County Road/Public ROW Location and Extent Review Comprehensive Plan Amendment ❑ Major ❑ Minor Pipeline Development 0 Variance Time Extension (also check type of original application) o Development in 100 -Year Floodplain © Development in 100 -Year Floodplain Variance O Code Text Amendment O Rezoning ❑ Zone District❑ PUD ❑ PUD Amendment ❑ Administrative Interpretation ❑ Appeal of Administrative Interpretation O Areas and Activities of State interest O Accommodation Pursuant to Fair Housing Act INVOLVED PARTIES Owner/Applicant Name: CLH Properties,LLC do James Horn or Jim .Light Phone: (970 )379-6 0 Mailing Address: PO Box 620 City: Basalt E-mail:. jim.horn ct comcast.net State: C❑ Zip Code: 81621 Representative (Authorization Required) Name: Davis Farrar - Western Slope Consulting, LLC Phone: ( 970 963-7172 Maiming Address: 0165 Basalt Mt Dr city: Carbondalestate: C0 zip code: 81623 E-mail: wsconsulti ng @so pris.net PROJECT NAME AND LOCATION Project Name: Riverside FedEx Facility Assessor's Parcel Number: 2185 - 271 _ 00 _ 008 Physical/Street Address: 1097 Co Rd 116, Glenwood Springs, CO Legal Description: SE Gtr of NE Qtr & in NE Qtr Sec 27, T6 S, R 89 W of 6th PM Garfield County. CO Zone District: Commercial General (CIG) Property size (acres): 8.9218.78 in County! Page - 5 PROJECT DESCRIPTION Existing Use: Abandunadsinplu gamily reelden u Proposed Use (From Use Table 3-403): wareNouse and 11Snininnn cancer Description of Project: and socruxy Fen or.g T1. 7-121e0 *ill cans*: d 27.000 f4: 1 Fell - snipped Shondirio Coo", do induce etc arippiu wow puloro aeasa REQUEST FOR WAIVERS Submission Requirements O The Applicant requesting a Wafer of Submission Requirements per Section 4-202. List: Section: Section: Section: Section: Waiver of Standards O The Applicant is requesting a Waiver of Standards per Section 4.11.8. List; Section: Section: Section: Section: I have read the statements above and have provided the required attached information which is correct eaand actu to the bt,t orr :* f my ledge. #--1 ./ d t. Q a Signature sf operty Owner ()'I "Jr t 9 '1"t' Date OFFICIAL USE ONLY FileNumber: ---- ---, Fee Paid: Page - 6 Agreement to Pay Form Garfield Could), PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT') CLH Properties,LLC clo James Horn or Jim Light agree as follows: I. The Applicant has submitted to the County an application for the following Project: Riverside FedEx Facilit - Limited lm 'act Review 2. The Applicant understands and agrees that GarfieldCounty Resolution No. 98-09, 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 rull extent ur the custs 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 ar 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 shalt be paid prior to the final consideration by the County of any Land Use Change ar Division of Land, hereby agree to pay al ,.ffipes retate4 to this application: '�f (-a Billing Contact Personecr"'L"Ight LH d PO Box fit CLL Phone: { 97f] y 379-6$10 Billing Contact Address: City: Basalt Billing Contact Email: State: COzi(isieLto p Cade: 81621 4 Printed Name of Person Authorized to Sign: Jim Light Page - 7 (Signature .1 -c4 , -R 2) 2 f 7 (Date) Property Ownership - Deed 1111,1 111111;11111 !111i111111 �I 1111111111111111111 4 I'fi/24!ZP.i'3 C:4 2& 81404 P 2 M BLSDORF 1 of 3 R ifi OA D 110 EC G17st!`IE D COUNTY CO record •7^ A.O. :lael t.. WARRANIT DEED THIS DEED, dodo on this car of heel) 2903 baro.ri CO11RTLAND E. PAILF-'ET. 12 or t+. totrlty of __ and state of Colorado c"111PRQPEATlIS TLC A COlokADO UM PANY 01 dee atritorfs), .re Sava* (grail *ddrese Ie x y Q HcIX 6xietj ASALT. CEI 11321 of -fie Zou*4v .»d sista of iu'..vedo or, tie ltneteetell 'WITNESS, that tee Cr.glo/to 0, for std In creldiration of Ma mat of S7,Iuu.cIic.m •"" Oar Million Coe He.lrsil Tiusuirnd .m100,100 • DOLLARS the receipt ort alcfficternty at botch to horn, acknorri0dS.d, has panted, immalred, sold and conveyed, ..d tar thy,. present* dams Grant, barpin, eel C. convey and cantles gado the Grentseta7, his heirs and fool ago forever, aH the real property, teystiver with improvement*, If any, eet4Ns, lylre eM briny In the County of tiARTIELD end Wtmt. of Celatedo, decreb.d r foltawn sLt !XHIn' "A' ATTACHED at+iMTO AND MADE A PART HEREOF clod Anton as street rimer 1047 COUNTY RFI 1 Ce.1RYNW000 SPRINO6, CO 91601 roam= oI1 rel Yid &Insula, mrd her.dita.mnts and 4ppartenMi1 4 thereto bolo -alms, or in agenitte .ppert.inir4 and the tonodd r.o.rt3 ,0. reem{rM• era rarlydees, rents., Isaias rd prof lto thereof; and mCi me estate, right lits' interest, clot. and donna whsteereve, of the Grenteriel, *AIM.' in law or txf.ity, of, in and to cru above bargsln,d arl..isn..f th the Meraditments and wpm. tenrcos; TO HAW AND TO HOLD the sold Veal Sig above bargsonad ora deerlhid with apptirrerirites, int. the Grtnteeisl. +1r hit r• end mmol Gln earevsr. tae 0/M1er{el, rat Meisel ht. Meir, arrd pertonot reprtaentat iota, does 00oenant. }ear' omrgaln, and @gree 10 and elth the Grsnteets7, hle. 001,1 and asa;RO, that et tee tine of the *neem Ina and ddlt,*ry 0 these presents. he is watt seised et the prenlsaa *ha.* conveyed, has good. sire, perfect, arasotut0 and Ind*tswlbi. eclat* of {Marl tangs, In Taw, la tea slmpts,and has good right, felt power end larlful euenority to grant, be -pin. 1.011 and [dowse th* Lana In arr.er and tors M alersvld, Md rhea dog 0000. ars free rd clear fro, aU forst'^ and stn- trwH., ear G.Ira sett., Cies. tenor, yawaaa.nta enibrsnoes rd r.,ertct tont of ohattnrer *Ind or nature oo.o*r. I IW PT GENERAL TARS AND ASSESSMENTS FOR THE YEAR 2903 AND SLESEQUENT YEARS. ASS SL'RFldCT TO EYCEYI7Uh .c TAcHLU HERETO AND INCORPORATED HEREIN. 'rt Grartort6) shall grid w16i 114111ahr AMG /WOO 010109 the ab0,w borglIMMd eremites In the quiet one removable nes Iota of the Gr.reteeIal, hie heirs end Mels*, emptiest ill mrd every wean ter servals la.fully ctilslne the oriel' .nr p.*e thereat. Tele 0irlgul1r Maker shall include the plural., and the plural the singular, .rd Who u*. of Any 00 . Ce AKA Icsbto to alt gtd.ra. I?W wr1NtSrl WHEREUV arra Orantoftal hM ..*cited thravn tar date ret earth Whore. A eletf)/1 1R O ATE IIF Caicrado Cw.,ty of GARFIbW 0L__ CiOVRTLANo E '+r foregoing Instfulowt nee ockreol.eq.d lefo t h m, 001* day er _1u021_ xI9 UGHRT1.At f P_AplaT fA _ My tsayise,ue c.p1 rM V+.G +" R� l HTtne.. *Y hard.64 5414 ¢VOA +Y`V " l _//�/�/�7 sI fC1 d leer 2`3.20si111 *NZ ace rd Adrlr.es of P...... ,. "air Created L.90 0scrot . an r 9.35•I8N,5, C., £tonere CW 238461 When 9*4erd.5 Arturo tat CLM PROPER! A COLORA00 LIMP *itlee 919-18361 .n se--. 0.. c -Pc. mikado11 0400 Hetet r.enic Ammed 60 .07114 exiito. co 91621 Page - 8 1 1111111111111111111 1111111111111111111111111111111111 63025.4 F}6+24,°20B3 04;26P 61484 P913 M AL WOK 2 of 3 R 16. CO D 11C AD GARFIELD COUNTY CD RXMIBIT A A PARCEL OF LAND SITUATED IN TRI SE1/4FIE1/4 AND IN TRE NE1/49E1/4 OF SECTION 27, TOWNSHIP 6 SOUTH. RANGY 89 NEST OF THE SIXTE PRINCIPAL KERIDIAN. COUNTY OF GARFIELD. STATE OF CCL0RAD0, SAID PARCEL LUNG WESTERLY OF THE MOTER ON THE ROARING FORK .RIVER AND BEING MORE PARTICULARLY DESCRIBED As FOLLOWS - BEGINNING AT THE CENTERLINE OF TEE ROARING FORK RIVER, rums WHICH THE EAST CUARTER CORNER OF SAID SECTION 27, A O.L.O. BRASS CAP STANDARD MONUMENT REAR.s S. 55 DEGREES 20'00' E. A DISTANCE OF 786.50 FEET) THENCE S. 07 DEGREES 00'00' E. ALONG SAID CENTER=.rNz A DISTANCE DP 5,11 PIE'T: THENCE S. 11 DEGREES 55'12" E. ALONG SAID CtNTIRLT16I A DISTANCE OF 367.56 FIYT TO TWE SOUTHEASTCORNER OF THAT PARCEL DESCRIBED IN BOOR 348 AT PAGE 87 OF THE GARFIELD COUNTY REC'±RDS; THENCE S. 63 DECREES 48'00' W. ALONG THE SOUTHERLY :.INE OP SAID PARCEL, A DISTANCE OP 310.00 PEET) THENCE N. 26 DECREES 12'00' E. ALONG THE WESTERLY LINE OF SAID PARCEL, A DISTANCE OP 174,44 FEET) TREEICE N. 0.1 DEGREE 40'00" E. ALONG THE WESTERLY LINE 07 SAID PARCEL, A DISTANCE OF 204.24 FEET IN BOCK 275 AT PACE 346 THENCE N. 30 DEGREES 19 DISTANCE OF 438.03 FEET IN BOOK 343 AT PAGE 365 THENCE N. 1S DEGREES 57 THENCE N. 13 DEGREES 19 FEET) THENCE N. It DEGREES 51 FEET) THEENCE N. 21 DEGREES 0S THENCE N. 69 DEGREES 11 DISTANCE OP 170.20 FEET THE ROARING /'ORX RIVER) THENCE 9. 09 DEGREES 59'48' E. ALONG THE EASTERLY LINE OF SAID PARCEL, AND ALONG THE CENTER OF SAID RIVER, A DISTANCE OF 346.19 FEET; THENCE S 07 DEGREES 00'00" E. ALONG TEE EASTERLY LIME OP SAID PARCEL AND ALONG THE CENTER OF SAID RIVER, A DISTANCE OF 655.29 FEET TO THE POINT OF BEGINNING. TO THE OF THE '00' W. TO THE OF THE 'OO' M. '17' W '56' N. '54' W. '45" E. TO THE WESTERLY LINE OF THAT FAA.CIL OF LAND DESCRIBED GARFIELD COUNTY RECORDS; ALONG THE WISTCRLY LINE OF SAID PARCEL, A SOUTHERLY LINE OF THAT PARCEL OF LAND DESCRIBED GARRIELD COUNTY RECORDS; A DISTANCE OF 9.31 FEET; ALONG SAID WESTERLY LINE, A DISTANCE OF 423$ ALONG SAID WESTERLY LIKE. A DISTANCE OP 239.57 A DISTANCE OF 119.29 FEET; ALONG THE NORTHERLY LINE OP SAID PARCEL. A NORTHEAST CORNEA OF SAID PARCEL AT THE CENTER 07 EXCEPTING THEREFROM THE RIGX7 OF WAY FOR COUNTY ROAD. COUNTY OF GARFIELD STATE OF COLORADO Page - 9 111111111111 iI!I11' 1111111111 IlIIi 11111111111111I11I Illi 638254 06/24x2003 e4 26P 61464 P914 h ALSOOPF 3 a! 3 R 16.Ce O 110,00 GARFIELD COUNTY CO EXHIBIT Our Order No. G1V238461-2 TIIE E1 F CT OF INCLUSIONS IN ANY GENERAL OR SPECIFIC WATER CONSERVANCY, FIRE PROTECTION, SOIL CONSERVATION OR OTHER DISTRICT OR INCLUSION IN ANY WATER SERVICE OR STREET IMPROVEMENT AREA, RIGHT OF PROPRIETOR OP A VEIN QR LODE TO EXTRACT AND REMOVE FITS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT T1U PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 29. 1894, IN BOOK 12 ATPAGE 3III RIGHT OF WAY FOR DITCHES OR CANALS CONSTRICTED BY TIIE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 29, 1894, 1N BOOK 12 AT PAGE 318, ANY QUESTION, DISPUTE OR ADVERSE. CLALMS AS TO ANY LOSS OR GAN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVER HED LOCATION BY NATURAL OR OTHER THAN NATURAL CAUSES, OR ALTERATION THROUGH ANY CAUSE, NATURAL OR UNNATURAL. OF THE CENTER THREAD, BANK, CHANNEL OR FLOW OF WATERS IN THE ROARING FORK RIVER LYING WITHIN SURIECT LAND: AND ANY QUESTION AS TO THE LOCATION OF SUCH CENTER THREAD, BED, BANK OR CHANNEL AS A LEGAL DESCRIPTION MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJECT LANDS EASEMENTS AND RIGHTS OF WAY FOR ROADS, STREETS. HIGHWAYS, DITCHES CANALS., PIPELINES AND UTILITY LINES AS CONSTRUCTED ANI) IN PLACE. Page - 10 Property Legal Description LEGAL DESCRIPTION A Parcel of land situate in the Southeast Quarter of the Northeast Quarter and in the Northeast Quarter of the Southeast Quarter of Section 27, Township 6 South, Range 89 West of the Sixth Principal Meridian, County of Garfield, State of Colorado, said parcel lying westerly of the centerline of the Roaring Fork River and being more particularly described as follows: Beginning at a point in said Centerline of the Roaring Pork River from which the East Quarter Corner of said Section 27 bears approximately 588°20'0(?'E, 786.50 feet,; thence upon said centerline 511°55'1.2"W, 248.88 feet to the Southeast Comer of a Parcel of land described in Book 348 at Page 87 of the Garfield County Public Records; thence departing said centerline and upon the boundary line of said Parcel recorded in Book 348 at Page 87 the following three (3) courses` 1) 563°48'00 'W, 121.62 feet to the easterly right of way line of a 300 foot airport Runway Strip; 2) N26°12'OO'1W,167.49 feet upon said easterly right of way; 3) NO1p4O'OfrE, 208.83 feet to the westerly line of a Parcel of land deceit ed in Book 275 at Page 346 of said Public Records; thence departing said lands described in Book 348 at Page 87 and upon said westerly line N30191O0"W, 428.49 feet to the eastern right of way line described in Book 343 at Page 365 of said Public Records; thence upon said eastern right of way the following four (4) courses; 1)115°57'00 W, 921 feet,; 2) N13"19'17" W, 5Z35 feet; 3) with all bearings contained herein based upon,, N18°51'56N W, 239.57 feet; 4) N21°05154#W,11929 feet; thence departing said easterly right of way line N69°11'481%, 47020 feet more or less to said centerline of the Roaring Fork River; thence upon said centerline of the Roaring Fork River the following two (2) courses: I) SO9°55'31E, 34620 feet; 2) 807 - 0010("E, 660.40 feet to the Point of Beginning. Containing 8.92 Acres more or less Property Ownership The subject property is 8.92 acres and is owned by the CLH Properties, LLC, PO Box 620 Basalt, CO 81621. KiernanWest, LLC c/o Kevin Kiernan is under contract to purchase the property. A portion of the property (8.7 acres) is located in unincorporated Garfield County and 0.22 acres is inside the municipal limits of Glenwood Springs. The development proposed in this application will be located on the 8.7 acres under County jurisdiction. Page - 11 Statements of Authority Garfield Count}' I STATEMENT OF AUTHORITY Pursuant to C.RS. §38.38,172. the undersigned executes this Statement of Authority on behalf of -'" a _^•ter • LOW -MVO" - (corporation, ffmited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other}, an entity other than an individual, capable of holding title to real property lthe `Entity'). and states as follows; The name oft he Entity is CW+ °'aoi.1i and is formed under the Taws of Rios p1 Sao The mailing address for the Entity is''o auk cizo. F Coil*>•d0 Q.9 rri 1 The name and/or position of the person authorized to execute instruments conveying. encumbering. or otherwise affecting title to real property on behalf of the Entity is James W Laths The Iimitatiarrs upon the authority of the person named above or holding the position described above to bind the Entity are as follows {if no limitations. 'inert "None"} P`ixTe Other matters concerning the mariner in which the Entity deals with any interest in real property are (if no other matter. leave this section blank). EXECUTED this ay of .. 20 114 Signature: 441.-1 Ll•-- 4!`" Name (Ixin$edf- t L P. s' 4, y L Title (if any}:'' Al (,i 1( 15 STATE OF cdoraoo ,( ,S5. COUNTY OF (2 ' L 1 j The foregoing instrument was atknowrfedged before me thiof .3 1'Y , 20 by , on behalf of .Cf:_ t{ -pap/4444cl. Witness my hand and official sea'. My commission expires; 4 / w' `41-1-01/1— {Date, 41-1- 311— {Date, IStALI Page - 12 ANGELIOUE PETTERSON Notary Public State of Caforsd0 Garfield County STATEMENT OF AUTHORITY Pursuant to CAS. §38-30-172, the undersigned executes this Statement or Authority nri C LIWiit nl JUwmanwusd,LLC AreorixLimited LleialiiYCompany rorparntinn,limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or otherl, an entity other than an Individual, capable of holding title to real property {the °Entitle.% and states as ioiltsws: The marine of the Entity is IU IL LLC and Is formed larder the laws of 1r sed The mailing addreu for the Entity is wi t c rmito Mg 151? Crxanacti CMI 11s The name and/or position of the per icti .iuthr cited to execute instrarntents conveying, encumbering, or otherwise affecting title to mai property on behalf of the Entity is Kevin M, KJarnae The limitations upon the authority of the person named above or holding the poslion described above to bind the Entity are as follows of no limitations, insert "None) Nem Other matters concerning the manner in which the Entity Beats with any Interest In real propertyarei 1if no other matter, leave this section blank{: Now, EXECUTED this Signature: Name (printed). Title (If awe day of *"4 11116Mail 2011 STATE OF cionrerp. )ss. COUNTY OF The foregoing instrument was aCknawledged before me this 2- : lay of ‘,77,0e - by + by iker,0401Jj if46-64,61. , onbaEtarl({sff , a - '" - �' 2 it 7 ,/ 110/4F Wli ness my hand and official se {{i My cornrniyskfn expires: . r / � L � fid' {pate Page - 13 4 {Notary P HUQ114 tftiU N04ME$ ` . tronnrnurae we. 2C tIO?MY MOM • CALr►QrtHiA tMDIEGO CO titV [totem fvm Foray 1S AIil1 J Letter of Authorization C'LII PROPERTIES, I_.LC June 23,2014 Ms. Ttunra Allen Garfield County Community Development i 08 8th Street, Suite 401 Glenwood Springs, CO 81601 Dear Ms. Allen; As the managing member of CLH Properties, LLC, owner of the proper -I) located at 107 CR 116 Glenwood Springs, CO, Parcel No. 2t8S-271-00-008,1 hereby consent to and authurizz the processing of a Limited Impact Review Application before the Garficrd County Colorado Board of Commissioners: Further, 1 authorize Davis Farrar of Western Slope Consulting, Carbondale, Colorado, David McConaugh} of Garfield and flv;ltt PC, Glenwood Sprunga, Colorado and Robert Fitch, Rick Engineering Company, t ng1cwr nd, Colorado to serve as my represrnin.tises for purposes of processing the application before Garfield County, CO, Yours truly, Page - 14 644 -- PO BOX 620 •BASALT, COLORADO •81621 Mineral Owners - Names & Mailing Addresses The records of the Garfield County Assessor and County Clerk and Recorder were searched on June 27, 2014 for mineral owners of record for the subject property. The only mineral interest owner information found was The Colorado Fuel and Iron Corporation (later reorganized as Reorganized CF&I Steel Corporation). This corporation was dissolved in 2007. Their last known address was 740 Thatcher Building, P.O. Box 918, Pueblo, CO 81002-0918. The applicant will send notice of the application to this last known mailing address of the company. Names and Addresses of All Property Owners within 200 Ft. Adjoining Property Owners 200 Feet from Property Boundaries Information Obtained from Garfield County Assessor's Records 6/9/14 Name Address City State Zip Parcel # UNITED STATES OF AMERICA WASHINGTON, DC 218527100007 DUPLICE-MCGOWAN FAMILY TRUST DATED 12/02/98 1217 COUNTY ROAD 116 GLENWOOD SPRINGS CO 81601 218527100006 MOUNTAIN VIEW CHURCH OF GLENWOOD PO BOX 222 GLENWOOD SPGS CO 81602-0222 218527100026 EL-ROCKO MOBILE HOME PARK LLC 2307 COUNTY ROAD 154 GLENWOOD SPRINGS CO 81601 218527100030 PARTNERS III LLC i5A3NGOOSE E CARBONDALE CO 81623 218527100029 HOLY CROSS ENERGY PO BOX 2150 GLENWOOD SPGS CO 81602-2150 218527100060 LAZY H SLASH ELEVEN LLC PO BOX 27 GLENWOOD SPGS CO 81602-0027 218527400059 CITY OF GLENWOOD SPRINGS 101 W 8TH STREET GLENWOOD SPRINGS CO 81601 218527100050 RUDD AVIATION, INC. 132 PARK AVE BASALT CO 81621-9338 218527400046 REEVES, JOHN A. PO BOX 2001 GLENWOOD SPGS CO 81602-2001 218527100009 RUDD, WAYNE G. & SUSAN J. 132 PARK AVE BASALT CO 81621-9338 218527100010 Page - 15 Map of Subject Parcel and Adjacent Property Owners Page - 16 On Thursday June 5, 2014, the Glenwood Springs City Council in Resolution 2014-16 approved an exchange of properties by quit claim deeds to correct a property boundary error identified by city staff. Due to an error in the legal descriptions, the chain of title appears to show that the Seller owns the "triangle" and that the City owns the "trapezoid." The City executed a deed quitclaiming the trapezoid to the Seller, and the Seller executed a deed quitclaiming the triangle to the City. The property subject to this Limited Impact Review application is owned 100% by CLH Properties, LLC. The following property exchange documentation is included for information purposes. RESOLUTION 2014-16 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GLENWOOD SPRINGS, COLORADO, APPROVING AN EXCHANGE OF QUIT CLAIMDEEDS FOR PROPERTY IN SOUTH GLENWOOD SPRINGS. WHEREAS, the City of Glenwood Springs is the owner of certain real property in south Glenwood Springs adjacent to the Glenwood Springs Municipal Airport; and WHEREAS, CLH Properties, LLC is the owner of certain real property in south Glenwood Springs adjacent to the City's property by the Glenwood Springs Municipal Airport; and WHEREAS, a surveying error in a prior conveyance to a predecessor -in -interest of CLH Properties, LLC resulted in the boundaries between the two properties to be incorrect, resulting in a portion of the City's property being conveyed to CLH Properties, LLC and a portion of CLH Properties, LLC's property to be retained by the City; and WHEREAS, in order to correct the surveying error the parties wish to exchange quit claim deeds; and WHEREAS, the City does not use and has never used the subject property for park or governmental purposes, and WHEREAS, pursuant to the City of Glenwood Springs Charter, the Mayor or Mayor Pro -Tem has the authority to execute documents for the disposal of property on behalf of the City. NOW, THEREFORE, IT IS RESOLVED BY THE CITY COUNCIL OF THE CITY OF GLENWOOD SPRINGS, COLORADO, THAT: The Mayor or Mayor Pro -Tem is hereby authorized to execute the aforesaid Quit Claim Deed on behalf of the City. INTRODUCED, READ AND PASSED TBIS DAY OF . 2014. ATTEST: Ann Green, Deputy City Clerk Page - 17 CTTY OF GLENWOOD SPRINGS, COLORADO Leo R. McKinney, Mayor iikNI-JP—'NATION MAP METES fkND GCPUIND , PARC EL •.� v IhiN.y an s; r7Ilnwdd.u- T•le F••• 114 ri'ror uitzlirrooll2.11.1.1Mh:4ML41.;}.'YTF'. nn -r' Nord siaLesemAN=..a ME I arm= II .ial.rt. fm.a �>ta.r.r.l�. ...la -al •varialg � .1.1MI 4J.a�F,ifQ. ra*e.a ! r.a. 1 rT.1m.• Y.aa1'Js liil lRrr'3Ainm. • I a �. .. �.e.ti e.a.a ladsaFalk a -am. Fi. 9 t+ -a -•aa -e .nc aaa �as.a (w 1+r LT gi.PI -ice .-a +,et wsi s.i.r::es Lai ii7i•�e'I n' mil • um• Is` •,. s..1: ]la Rgewal - 33.11 �JTA IR ..4 ije... • aL4a L vll wr .yr J . g.Jaa -_ ---rYTs.,-� h.- FJ•alimf✓a. 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THS, R BfilYV O1 THE aria PM CITY OF G LENWDOD SFA/NGS GAAPIRLD COUNTY, COLORADO r.rw *.r Sans.• 2q.L lrss111M1 l 7:7st� ava.._J SW SG. M.I .,M rn.r.11/000MMIT .s,a...tl.Iw.IMO rear s4 rear rrWrprrwr Mrr.¢r.d rr r.ir.Q.r wr\.Yr' W..1 d YOr.i'.1TFrY.lwi. Fuu1FP Fw y e.'MM..IeMSMrtlfsrM dCMW, Irl. N s�.rrFF+,Mw.F�.rrtti..-�...r,.�.rrt44..xe►w xw..r.rbtt.ew.hyw rr......r.rrrrrw—Yr. Y..... �.-.r.s,r..+a....ewwr r.. r-..ssI•SiMSISSISISSY gra+.. Yr..--..r.a.wrwrr...wr.rr.r. ra.+w.r,.r rya. . ».... r... .ware o:. r �'•� .s.�..__�-err,. .wwn ynrr`r ere ear Orr. r� Fr.r e_ rarer W.r.Pe. erre .me.4r1 r.r Wr+ ♦'i. srr. Fw ter. r.. rear r ti+.•-r—�.,.ti ...Yu_..rlq� 4.r.'tl.�2rlr+tl .r...a*Pm awrs rrrT S.S .1.04 IONS MSS — wprsi Mom nr rare .cl.r tl � �Ib 9ua��lYF. YrwLM rr �r11r4gM • • ■ .dam...- ^wr.0 fr. .I1.4. f.rw Y!t. area n»w a 4.,r.1.. w Y..Y.. ,®rr. .irrMiltYYi.7.w•..br...M1.r.Yrs.wFe lai 41iiri, odiart tir11.+11. w..ryrr re, r..>vI.SI,seu rear Archibeque Land CDnsulllnp. Ltd - ltalf.•Mrd {rod 5,mrrinK 46 ki.trreX air e�I`+ mai ... MAIM sere Mf42rd92. res. wrrsr.rirF rasp .tn✓p�.��R r Nu..u�.it 4 r 110.21 • ,E,rS' Amid hq,r IhrobF•1 I4 -I4 1 ANftiDEA11CN MAP METIES Atte BOUNDSPARCEL Ear -Amain amononeV7, Til Row* caw Ter 61..7. alaaawass a.owaeassa oCcd..: c pry` am 1 4YUf-)Oil r.rr r'YA Page - 21 Project Narrative This application is a request for a Limited Impact Review for a Federal Express warehouse and distribution center in the Commercial General zone district on the parcel owned by CLH Properties, LLC. This Federal Express facility is urgently needed to meet increasing demands for shipping services in eastern Garfield County. The demand for shipping services has been increasing and will continue to increase as e-commerce expands in the in the region and the country as a whole. FedEx Ground Package System, Inc. (FedEx Ground) scouted Glenwood Springs and surrounding areas for strategically viable sites and elected to locate their new sorting and distribution facility at the subject property immediately east of the Glenwood Springs Municipal Airport in order to better serve the Glenwood Springs region. The facility is an inward oriented operation with the majority of its business related activities occurring inside the confines of the approximately 27,000 square foot building where delivery vehicles are manually loaded and unloaded from a proprietary material handling system. Located in a light industrial/mixed-use area with convenient access to the local transportation infrastructure as well as the Glenwood Springs region, the building design complements the adjacent existing airport hangars and industrial related uses. The facility is proximate to the future planned South Bridge crossing to Highway 82 which will be a future benefit but is not critical to the functionality of the operation. An employee parking lot is located on the south side of the building and has direct access from Airport Center Road. The non-public administrative office area is also located in the southeast quadrant of the building offering convenient entry for employees and the occasional visitor. The facility will not be designed to accommodate individual customers driving to and from the site. It is projected that FedEx will operate 6 days per week for trailer operations and 5 days per week for delivery and pick-up operations (see the table on page 29 of this application). Maximum vehicle flow projections are for 264 single trips per day at full phase operations during the peak holiday period. The operation will employ 14.5 full-time equivalent (FTE) workers; 9 full time and 9.5 part-time persons. The building will be accessed via Midland Drive and Airport Road with no FedEx operations or related through traffic along Sky Ranch Road or nearby residential neighborhoods other than delivery of parcels to specific addresses. A project specific traffic study is included in this submittal for review. The south access driveway into the employee parking lot crosses a small portion of Glenwood Springs' property. As part of this development process, the applicant will request a license from the city of Glenwood Springs to cross this land. Careful study has gone into the siting of the building on a particularly challenging site with significant topography and access constraints. Given the site conditions, the administrative office portion of the facility is oriented east towards the river. The majority of the delivery van sized doors are located on the west side of the building facing the airport with but a single drive-in door facing east. Security of parcels is of utmost priority to FedEx Ground and the drive-in doors remain mostly closed for both aesthetic and security purposes. Clad in a palette of pleasing neutral colors with simple rooflines, the understated building is meant to serve as a subtle background rather than a focal point of the preserved riverbank landscape area and the Airport Center Road frontage. Articulated metal architectural wall panels allow the complimenting colors and projecting shade elements to breakdown the scale of the building and provide relief in a climate where shadow lines are crisp and clean and seldom muted over 65% of the year. Given the proximity to the river and city design standards, site grading and drainage will incorporate best management practices both during and after construction, including native re -vegetation of disturbed areas, erosion control and storm water quality measures. In keeping with the spirit of sustainable design, the facility makes generous use of technologies and materials that conserve natural resources and limit the production of greenhouse gases. Large HVLS (high volume low speed) overhead fans are used in the distribution area to circulate air and provide a cooling Page - 22 affect. The structural components, roofing and wall panels are comprised primarily of steel, a material that approaches 90% in recycled content. The preservation of natural vegetation occurring along the riverbank provides both a visual barrier from the river and cleanses the air of carbon dioxide while enriching it with oxygen. Relationship to Garfield County Zone District Regulations The proposed site presently lies in unincorporated Garfield County outside and adjacent to the Glenwood Springs municipal boundary. The zoning on the property is Commercial General (C/G) which allows "Warehouse and Distribution Center" as a limited impact review use. As such, the applicant is submitting this proposal to the Garfield County for consideration of approval. In keeping with the requirements of the Garfield County Land -Use and Development Code, the project was evaluated in relation to the Glenwood Springs Comprehensive Plan. This analysis is included in a subsequent section of this narrative. Significant Natural and Man-made Features on the Site The property is covered by grasses, Sage, some deciduous trees and junipers. There is an existing single-family residence on the site which will be removed in conjunction with new facility construction. Building Appearance The following page includes illustrations of the proposed building elevations. Page - 23 Building Elevations AQ u PGA PURA 141-`- TrR'-, -MAW Gaaft3K Odd DCKRSP!HJTI NEtaiL ADM P+4I4 rr".La WILL r4,4u I' BEST ELEVATION .—moxtrit rURB146 wAW..LT MER% Staa PMr CA.111207 #Th P*Itft* i 4X1a4SOrlr5 .57k A[ULAROI 111 pfsraa4, iriimidax +2'-0" t -f !IOW owsHE0 FiCOR KEfF ALhr'NS WTS ,ri LM1A61 t P'S€SOLE n'r, U. POOPIU, PRDvIDE SLITTER & DEPWNSPOLITS A AdAik BUILUFN . QI CHAFaGE OT DOWNSPOUTS FROM WAN BUILANG CN1b CANUFIE s$ dMANISIT Vii_ PRO4IDE CDTETINUOUSCO DOWNSPOUT CONSTkUCtPPH A5 REOuiRE.O TO PASS—THRU AO CANOPIES BELOW.-- { 1EymI W*ti MidEL, DO4it SEAL RFI•ER 6/6-2 iYP, _ Jy ��-{ SOUTH ELEVATION !IDI Nf5 Page - 24 Oa,* SEAL sF fl OR S, REFER BATE -3 TYf o ...:•. r/Tllfl\ - PEFITaN rionviQC Twain Rvx1AIM& Ydp,ltia 541, [A111 tLL11ITUEO, g1`tir SLISURCACE Pit: W* T(R QRi+s i aT ".lv[utl '4111... I WIMP. ANO fkT.t!91L1'. TO. COCA 901 4Crit Di 0-2 1#p. ^4 r.NCTAr• MX. smatk *dq l EAST ELE AVON " RRQ411:frr r ;r'J3 nCr r P ;rrw DSrpm 'mow +ALA LNF od k.'.1:. NT DOOR SIGN RUER ,OfD—z / TYP, IE7A1 WALL PANEL NORTH ELEVATION N'S Page - 25 1 WE. rikomitg ••amaqiiuL ammo,. •moo i cavo [oma Landscape Plan The illustration below shows the landscaping concept. A Detailed landscaping plan is included with the engineered drawings submitted separately with this application. FEDEX GLENWOOD SPRINGSCarvirro osnardo++ GLENWOOD SPRINGS, COLORADO Page - 26 PRELIMINARY PLANTING PLAN Professionally Engineered Drawings and Reports Professionally engineered drawings and reports submitted with this application include the following items that are submitted with this project narrative under separate cover. Water supply/distribution plan. An engineered utility plan is included with this submittal under separate cover. The property is currently served by a 3/4" water service line connected to the city of Glenwood Springs municipal water system that could be used to service the property. The applicant is working with the city of Glenwood Springs on water and sewer service to the building. A letter from the city of Glenwood Springs regarding provision of water and sewer services to this property is included with this narrative. In addition, this application includes a letter on page 57 from Michael Erion at Resource Engineering about an alternative water supply in the event the city of Glenwood Springs does not approve use of the existing water supply for the building. This alternative would include use of a commercial well in conjunction with on-site storage for domestic water supply and fire protection or other options addressed in the Resource Engineering letter. If an alternative on-site well water supply is utilized, the applicant proposes to make construction and completion of this alternative a condition of the certificate of occupancy for the facility. Wastewater treatment plan. An engineered utility plan is included with this submittal under separate cover. There is an existing septic system (ISDS) on the property and the applicant is investigating the functionality and capability of this ISDS to serve the proposed building. An ISDS is a viable option for this facility that will have a maximum of 9 full time employees and 9.5 part-time employees or a total of 14.5 full-time equivalent staff. On-site wastewater generation is anticipated to be less than 2,000 gallons per day. The investigation of the existing ISDS is in process. In the event that the existing ISDS is not suitable, additional study will be initiated to determine the suitability of a new ISDS system for the facility. This information will be forwarded to the County for review prior to a final decision on the application. Lastly, the option of a sewer connection to the city of Glenwood Springs is another viable consideration and is subject to ongoing discussions with the city. Grading and Drainage Report/Plan. A drainage report and associated plans completed by Rick Engineering Company, Inc. dated June 20, 2014 are included with this submittal under separate cover. Proposed roadway and parking area designs. Roadway and parking area design configurations are shown on the included site plan shown in this narrative and included within this submittal under separate cover. Soil and foundation investigation. A soil and foundation investigation completed by LKP Engineering, Incorporated dated December 2, 2013 is included with this submittal under separate cover. Preliminary cost estimate for all public improvements. A preliminary cost estimate for all public improvements is included with this narrative on page 53. Lighting plan and photometrics. A lighting plan with photometrics is included with this submittal under separate cover with the engineered drawings. Phasing schedule. The project will be constructed in a single phase. Page - 27 Other documents. As noted previously, the applicant will be negotiating a license to cross a portion of city property to obtain access to the proposed employee parking area. It is anticipated that this license will be finalized in association with final approval granted by the County. If the city is unwilling to grant an access license for the second driveway, the applicant will develop an alternative access configuration for the property. Traffic analysis. A traffic study completed by Rick Engineering Company dated June 23, 2014 is included with this submittal under separate cover. The following table illustrates the projected vehicle trips to and from the site. It is projected that the facility will operate 6 days per week with terminal operation for trailers and 5 day per week terminal operation for pick-up and delivery. The table below shows the anticipated vehicle traffic flows at two-year intervals up to the full phase of operations projected to occur sometime after 2019. Buildout traffic is anticipated at 132 arrivals and 132 departures per day. The site is expected to be staffed by 9 full-time employees and 9.5 part-time employees. 08:01 - 09:00 09:01 - 10:00 10.01 - 11:00 11:01 - 12:00 12:01 - 13:00 13:01 - 14:00 14:01 - 15:00 15:01 - 16:00 16:01 - 17:00 17:01 - 18:00 18:01 - 19:00 19:01 - 20:00 20:01 - 21:00 21:01 - 22:00 22:01 - 23:00 23:01 - 24:00 Total Total Vehicle Flow FY15 7 1 1 9 17 3 2 80 Other Relevant Information Electrical Service. Holy Cross Energy. Natural Gas Service. KN Energy. Access to the Property. The subject property directly abuts County Road 116, a public street. The Garfield County Road and Bridge Department was contacted about a County Access Permit Page - 28 Total Vehicle Flow FY17 Total Vehicle Flow FY19 Total Vehicle Flow Full Phase Arrive Depart , Arrive I Depart Arrive Depart 00:01 - 01:00 1 1 1 01:01 - 02:00 1 1 1 1 1 1 02:01 - 03:00 12 12 17 03:01 - 04:00 1 1 1 04:01 - 05:00 05:01 - 06:00 1 1 1 06:01 - 07:00 12 9 12 9 17 12 07:01 - 08:00 19 19 19 19 27 26 08:01 - 09:00 8 6 9 6 12 8 09:01 - 10:00 4 4 6 10:01 - 11:00 11:01-12:00 2 2 2 12:01 - 13:00 3 3 4 13:01 - 14:00 3 3 4 14:01 - 15:00 1 1 1 1 2 1 15:01 - 16:00 2 2 2 16:01 - 17:00 10 12 10 12 14 18 17:01 - 18:00 19 17 20 18 27 25 18:01 - 19:00 4 2 4 2 6 2 19:01 - 20:00 1 1 1 20:01 - 21:00 1 1 2 21:01 - 22:00 2 2 2 22:01 - 23:00 11 11 16 23:01 - 24:00 2 2 2 2 3 3 Total 93 93 96 96 132 132 Other Relevant Information Electrical Service. Holy Cross Energy. Natural Gas Service. KN Energy. Access to the Property. The subject property directly abuts County Road 116, a public street. The Garfield County Road and Bridge Department was contacted about a County Access Permit Page - 28 for the existing driveway. The Garfield County access permit records go back to 2003. The driveway to the property has been in use since the 1950s and a permit was not found. The applicant will acquire the necessary driveway permits from Garfield County or Glenwood Springs in association with development of the site. The applicant is negotiating with the City of Glenwood Springs for a license to cross a small portion of city property to permit access to the employee parking area on the south end of the building. Page - 29 The following aerial graphic shows proposed access to the subject property. Proposed Access to Project Site 2.5 mi to 270 St' Bridge "Sky ki nch F}rive, WdI NOT be used by redix Page - 30 Water and Sewer Will Serve Letter from City of Glenwood Springs June 26, 2014 David 11. McConaughy Garfield & Hecht, P.C. 420 Seventh Street #100 Glenwood Springs, CO 81601 Re: Water & Sewer Service to 1097 CR 116, Glenwood Springs, CO 81601 To Whom It May Concern: The purpose of this letter is to confirm the current situation and the City's willingness and ability to provide potable water and sanitary sewer utility services for the proposed FedEx development, located on the parcel designated as 2185-271-00-008 on the Garfield County Assessor Parcel Maps, and known as 1097 116 County Road, Glenwood Springs CO 81601. This parcel is currently owned by CLII Properties, LLC and historically known as the Parfet parcel. This property is currently served water via a 3/4" service by the City of Glenwood Springs. The existing service was approved in late 1957 and is believed to originate on a 4" line located northerly of the parcel. Currently, the property is not served by centralized sanitary sewer.. There are practical limitations regarding the volume of water available from this service. The City does not have information on static pressure and flow in gallons per minute for this service. The domestic and fire flow requirements for the proposed development should be reviewed by the project engineer. It is likely that a water main line extension would be necessary to support the proposed development. Such a main line extension, per the Municipal Code, would require annexation of the parcel into the corporate limits of the City. There is a public sanitary sewer main located approximate 600 feet northerly of this parcel that could be extended to provide sanitary sewer service to this parcel Should you have any questions regarding this matter, please contact me. Sincerely, 70C— In G Robin Millyard Public. Works Director 101 Wrsr11 Srt :d-r,GtlEruwcxapSPRINGS, CO 81601 j9701) 384-6400 (9717) 945-2597 FAX www coGS.Us Page - 31 Vicinity Map The 8.92 acre property is east-southeast of the Glenwood Springs Airport. Glenwood M 20131 ors W 107' 19 42919' W 107' 16' 46.516'' WT. 14 •IO1'tg 141711mh Ampc<n Ddmm:1.000-meem 1.111. * Yme 13 GrrRedby81qTe5m Fommo JeY...111 MapocmoW From1M5Oenda Gk.wma415pro,C0 Cele cera.(: en 1 Mie 0 1000 26'00 400 0tMfw1 Os 1Khnder 'Glenwood.IT3', Stake: 1' = O.274Mi 440M1 1.444F1, 1 MI = 3.656' ,n1 cm = 173M1 Page - 32 FcdEx vicinity Mop Pre Application Conference Summary Garfield County Community Development Department 108 86' Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.corri PRE-APPIJCATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2185-271-o0-008 PROJECT: Federal Express Distribution Facility OWNER/APPLICANT: CLH Properties, LLC DATE: June 20, 2014 REPRESENTATIVE: Davis Farrar/ David McConaughy PRACTICAL LOCATION: 1097 CR 116 (Airport Road) ZONING: Commercial General ACREAGE: 8.92 acres (8.7 in the County) TYPE OF APPLICATION: Limited Impact Review for "Warehouse and Distribution Center" I. GENERAL PROJECT DESCRIPTION Generally, the Applicant seeks to construct a Fed Ex Distribution facility on an 8.92 -acre parcel Located in the south Glenwood Springs area of the airport. The site is served by City and County access. The Applicant is the owner of the site which is an LLC. This will require provision of a Statement of Authority for that LLC as well as a letter of authorization if the lessee or purchaser is proposed to act on behalf of the owner. The facility is proposed to be 27,000 square feet and would generate 132 arrival and 132 departure trips each day at full operation_ A detailed project narrative is required which should describe the operational characteristics of the proposal.The 2013 Land Use and Development Code, as amended, requires demonstration of compliance with regulatory requirements and standards of the code. IL REGULATORY PROVISIONS APPLICANT 15 REQUIRED TO ADDRESS Garfield County Land Use and Development Code, specifically sections: • Limited Impact Review, Section 4-104 • Common Review Procedures, Table 4-102 • Submittal Requirements, Table 4-201 • Article 7, Division 1, 2, and 3 • Section 7-1001, Industrial Uses Standards I1. SUBMITTAL REQUIREMENTS A limited impact review requires the following inforrnation to be submitted pursuant to Table 4-201 which includes the following items which are further described in Section 4-203. • 4-203.B. General Application Materials Page - 33 a. Application Form and Fee b. Agreement to pay form c. Deed d. Statement of Authority and/or letter of authorization. Note: As represented in our meeting, it appears there will be several documents need to demonstrate that Farrar and McConaughy have the ability to file an application and act on behalf of the property owner. 1) Statem ent of Authority indicating who has the authority to sign for CLH Properties, LLC, 2) Letter of Authorization authorizing KieranWest,LLC to act on behalf of CLH Properties, LLC, 3) Statement of Authorization indicating who has authority to sign for KieranWest, LLC, 4) Letter of Authorization authorizing Farrar and McConaughy to act on behalf of KieranWest, LLC. Please double check this these documents will provide authority to the two representatives. e. List of mineral owners of record, including names and mailing addresses f. Names and mailing addresses of all property owners within 200 feet of the subject parcel. g. A map showing the subject parcel and the adjacent property owners. h. Project narrative i. Copy of pre-application conference summary • 4-203.0. Vicinity Map • 4-2o3.D. Site Plan • 4-203.E. Grading and Drainage Plan • 4-203.G. Impact Analysis • 4-203.J. Development Agreement. If applicable. • 4-203.x. Improvement Agreement. If applicable. • 4-203.L. Traffic Study Note: Based on an estimated 264 ADT, as discussed, this will likely only require a basic traffic study. A detailed analysis is required if traffic generated meets or exceed 2o% of the existing volume). Also, to demonstrate compliance with section 7-107, you will need to show the route that traffic will take to access the site and a P.E. should provide information that the roadways are adequate to handle the increased capacity generated by the proposed use. • 4-203. M. Water Supply/Distribution Plan Note: A 'Can and Will Serve"' Letter or a pre-annexation agreement from the City of Glenwood Springs or if the plan is to use the well, you will need to demonstrate that a public water supply is not feasible and them demonstrate legal and physical water related to the well. This requires submittal of a well permit that indicates the water can be used for commercial purposes, pump testing for quantity and water testing for quality analysis. This may constitute a public water supply pursuant to state statutes which requires permitting from Colorado Department of Public Health and Environment (CDPHE). • 4-2o3.N. Wastewater Treatment Plan Note: a "can and will serve letter or pre-annexation agreement from the City of Glenwood Springs for central sewer. If the plan is to use septic, it will require submittal of sufficient information to demonstrate that the septic system will be constructed that is adequate to serve the facility. CDPHE permitting may be required. Page - 34 VI. REFFERALS Referral may include the following agencies: ■ Garfield County Road and Bridge Department • Garfield County Envircnmental Health Manager • Garfield CountyVegetation Manager ■ Garfield CountyConsulting Engineer • Fire Protection Districts ■ Colorado Division of Water Resources • City of Glenwood Springs ■ Any other agency deemed appropriate upon review ofthe submittal VII. APPLICATION REVIEW FEES This application will be subject tothe following fees and deposit requirements: Planning Review Fees $ 400 Plus any additional Staff time charged at staff hourly rate of $44.50 Referral Agency Fees Engineering review fee based on hourly rate Total Deposit: $400 General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. Kase planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hea ring body. Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current Toning, which is subject to change in the future, and upon factual representations that mayor may not be accurate. This sum ma ry does not create a legal or vested right. Pre -application Summary Prepared by; CIA/ - June z0,. 2014 Tamra Allen, AICP Date Planning Manager EVL71 LC Planning Commission X Board of County Commissioners Page - 35 Site Plan - A detailed scaled 24"x36" Development Site Plan is included with this application under separate cover. This smaller site plan image shows how the proposed facility lies on the property. Page - 36 mOkapm own Rpm 1 Relationship to Glenwood Springs Comprehensive Plan - Future Land Use Lconnd * Downtown 0 Secondary Center ' 4113 City Limits Cordo Growl, Bounden Q Nue Line Future Study Area D t7owntawn oev®lopment Authority Boundary V, HIIISIde Preservation \\Z, Riverside Protection OS 425 Highway - CRy Stye is — County Roads Rivers ":1 Parcels a Conservation in Parks Open $pace - Low Density Residential Sirtg e4arnily Residential - t4%IIMi$mlry Reataerlrlal t� rfiusse us 1.11 Downtown a cnmmercipl Industrial 9 S Mies 11 I The land within the UG13 from this point south r5 based on panel Ikea and not water Service -,r area. Low density residential uses are "" designated in this area until annexation to the City is complete and Planned Unit Development or other development review is approved. The "blue line" reflects the uppermost topographic limit of the City's ability to provide gravity fed water. ger erally 6,000 feet Fri eiovalion. onapler.2 Futfre Lana+Lse Page - 37 Map 2.3: Futuro Land Usa - South Portion of City Relevant Sections of the Glenwood Springs Comprehensive Plan Municipal Airport and Highway 6 The Municipal Airport is identified on the Future Land Use Map (Map 2.3) as a "Future Study Area". The Comprehensive Plan recommends that the City create a sub -area plan and economic development analyses of the Municipal Airport. The Comprehensive Plan identifies the 64 -acre airport facility for its potential redevelopment into a mixed-use neighborhood but also recognizes the potential economic impact that aviation may have on the community. Applicant Comment. The city has not moved forward on a subarea plan or economic development analysis of the Municipal Airport. Although these projects may occur in the future, the applicant desires to move ahead with this request. As noted previously, the proposed annexation and development of this facility is compatible with surrounding uses and meets the goals and objectives of the city of Glenwood Springs and the Comprehensive Plan. Riverside Protection Land and habitat along the Colorado and Roaring Fork rivers should be protected. These areas are indicated with a blue cross hatch on the Future Land Use Map. Applicant Comment. The easterly edge of this property drops steeply to the Roaring Fork River. This portion of the site will not be developed and preserved in a natural state. Industrial This designation accommodates heavy commercial, light industrial and industrial uses such as manufacturing, warehousing and distributing, indoor and outdoor storage. Applicant Comment. The proposed facility is a light industrial shipping and distribution operation that delivers a valuable community benefit including jobs, new construction, assessed value and other benefits for Garfield County. Land Uses Outside City Limits but within the Urban Growth Area Future land use designations have been applied to properties within the Urban Growth Area. It is intended that these properties within the Urban Growth Boundary be annexed into the city at some point in the future. Among other things, these future land use designations take into account current uses, topographic constraints, existing/future utility connections, existing road networks, and land uses on adjacent properties." Applicant Comment. The property lies within the Glenwood Springs Urban Growth Boundary. It is wrapped by industrial uses on three sides and the Holy Cross Energy is east across the river. This 8.92 acre property has a single family structure that is proposed to be removed. The logical use of this site is light industrial. The property has existing road access, existing municipal water and an existing ISDS or access to municipal sewer. The flat upper portion of the property does not have topographic constraints. The steep bank on the east edge of the property descends to the Roaring Fork River will be left in a natural state. Page - 38 Promote Sustainable Economic Diversity Maintain Glenwood's Role as a Regional Center To minimize the historic boom and bust economic cycles of western Colorado, efforts must be undertaken to continue to diversify the local economy. The City should build on existing assets. Therefore, community strengths and assets should be considered while determining the appropriate mix and type of businesses and industries that would be attracted to Glenwood Springs. Quality of life, quality infrastructure and an educated and qualified workforce are keys to attracting quality businesses and employment opportunities. Applicant Comment. Construction of this facility offers an important service to Garfield County and the Glenwood Springs area. It adds to the area's economic diversity and business mix. The operation will generate new construction, employment, assessed valuation and other economic benefits to the County. Federal Express is a quality business that will serve Garfield County and Glenwood Springs well. Infrastructure The City is required to provide annexed parcels with infrastructure (electricity, water, wastewater) and services (police, emergency and other urban services) in a manner that is cost- effective and that does not unduly burden Glenwood Springs' residents. Applicant Comment. If the property is annexed, the applicant will pay for water/wastewater connections to the city unless other acceptable options are approved. The facility will require minimal services and will generate substantial commercial assessed valuation with the corresponding property tax benefit. Goals & Policies from the Glenwood Springs Comprehensive Plan Pertinent to the Application. City must work to further diversify its economy in order to minimize the impacts of boom and bust cycles. While taking steps to continue diversifying the economy, the City should focus efforts on attracting high -paying jobs to help offset the abundance of low-paying jobs associated with the robust tourism and service industry. Community Goals Supported by Economic Development • Maintain Glenwood's role as a regional center Policies to Enhance Economic Development • The City should encourage the development of a well-trained workforce. • The City should continue to make improvements that enhance the community's quality of life and that make Glenwood Springs a place that is attractive for new businesses and their employees. • The City should actively pursue businesses and industries whose operations and products are compatible with the Glenwood Springs vision. Strategies and Actions to Promote Economic Development Attract Diverse Businesses and Industries. The City should diversify the economy in at least three major ways: creating a community where employers/employees want to live, Page - 39 creating opportunity for new and expanding local businesses, and actively seeking targeted businesses. Allocate Adequate Land Adequate land for new industries and businesses is limited within city limits. However, what is available will need to be zoned to allow a business easy development. The City should consider revising the zoning code to allow for more flexibility of uses for a structure or site in order to better respond to the industrial and commercial real estate market. Options immediately adjacent to the city limits and within the Urban Growth Boundary should also be examined for the ability to accommodate business and industry. Transportation Connections New bridge and road connecting the city's southern subdivisions with SH 82 (commonly referred to as South Bridge) Applicant Comment. The applicant is aware of the planning for the South Bridge. The alignment of this bridge may cross a portion of the subject property. LI 11 r3 Frame Frame Urb@n rotith Boundary 0 i4Recommsnded Transpcxttion rc.nna«�-[ir�u• 1 Qty. Limits nun Hi �usys - DTi 5[reeTs Rai road -(> Lolponcl I s for both map feamos FraM4 A and Rama B) and the. orignlatIon roar Page - 40 Pc r 'ft :Ra N 5 M1r_, , ti 0.1 0.06 0 0-1 Mlles ', r Existing County Zoning Existing zoning for the property is Garfield County Commercial General (C/G). Commercial General zoning allows "warehouse and distribution center" as a limited impact review. Zone District Mag, Garfield County, CO EXHIBIT A to Resolution BOCC 2013 - 87 Legend kbfre WAYS Rt al Indeuin. ® Comm"- dea "era! - C2NNI" trObrrrYPd - Panned C. MRomem F]'anneLnA Qavefopmear Page - 41 Resaurct Lands Res MaYMadrY Haar ParS Residetha1Urhan Resxiaedrainzlwrdan - RAN, APpart 1 InwrporafedOfy or Towr! In F.yhk3f-IAa' General Conformity with Garfield County Comprehensive Plan Applicable sections from the Garfield County Comprehensive Plan. Growth in Urban Growth Areas The Plan recognizes the need for existing municipalities to be able to gradually expand into immediately surrounding areas. The county supports and encourages orderly expansion of existing communities. This Plan recognizes existing municipal plans and strongly supports and encourages infill and redevelopment of existing communities. These growth areas are the preferred locations in Garfield County for growth that require urban level services. They are also the preferred locations for commercial and employment uses that can take advantage of supporting infrastructure and a close by client base that reduces travel demands. The most effective way to encourage growth in designated and planned UGAs will be by ensuring the following: i. Each municipality's plan for its UGA is incorporated into the Garfield County Comprehensive Plan. ii. Urban developments in the UGAs are encouraged to annex into the respective municipality. iii. If there is a public benefit to allowing development within a UGA prior to annexation, the County and municipality will cooperatively endeavor to facilitate such development through such means as: County zoning in the UGAs adjusted to a close approximation of the municipality's plans. Development in the UGA is required to obtain a local review with comment (not approval) before submitting for county review. A procedure for municipal/county review and recommendation to the Board of County Commissioners will be developed in an IGA with each community. Each community is expected to extend services and infrastructure to development in the UGA that substantially complies with their plan for the UGA (landowners and the respective municipality are strongly encouraged to enter into pre -annexation agreements that provide commitments with respect to extensions of services and infrastructure, densities, etc.). LAND USE DESIGNATION DESCRIPTION COMPATIBLE ZONING Urban Growth Area (UGA) Area designated by adjacent community for eventual expansion of services and annexation. Annexation with munm:. I zoning Density of residential uses: Consistent with the UGA plan o Example: the respective municipality. Page - 42 Section 1 - Urban Growth Areas and Intergovernmental Coordination Vision Garfield County has worked with municipalities to direct development to UGAs where public services and infrastructure are provided in an efficient and cost-effective manner. Intergovernmental cooperation between municipalities and other public agencies has demonstrated successful collaboration and has resulted in the creation of new partnerships and collaborative efforts on behalf of the residents of the county. Issues: There is widespread support in the public for encouraging a significant portion of future growth to occur in and adjacent to municipalities. Applicant Comment. This project is located adjacent to the city of Glenwood Springs and it is located within the city's urban growth area. A municipality's UGA is actually under county jurisdiction but development here can greatly impact city plans. County land use decisions, particularly those immediately adjacent to municipal boundaries, have been viewed by local communities, in some cases, as not being compatible and making orderly expansion difficult. Applicant Comment. The project is in general conformance with the city of Glenwood Springs Comprehensive Plan as well as community goals and objectives. The applicant is working with the city of Glenwood Springs to ensure the project is compatible. Due to the differences between county and municipal land use regulations, it can be difficult to use county land use regulations to achieve objectives of the local community The county cannot abdicate its land use and regulatory obligations for the unincorporated areas. To form strong relationships between the county and its municipalities', it is paramount to respect, adhere and use existing adopted local plans. Applicant Comment. The proposed development conforms to the adopted Glenwood Springs future development plans and is also in general conformance with the Garfield County Comprehensive Plan. The design of the facility also complies with the city of Glenwood Springs design standards and the proposed zoning requested in the concurrent annexation application also under consideration by the city. Goals: Encourage future development requiring urban services to be located in areas where these services are or can readily be made available. Applicant Comment. Urban services are available to this site. The applicant is processing a request for annexation and zoning with the city of Glenwood Springs, but due to the timing and uncertainties of their process the applicant is pursuing a limited impact review with Garfield County in order to initiate construction within the 2014 building season. This timing is unlikely to be successful with the Glenwood Springs annexation process. The applicant is also pursuing a pre -annexation agreement with the city. Ensure that county land use policies and development approvals are compatible with the existing zoning and future land use objectives of the appropriate municipality. Page - 43 Applicant Comment. The development conforms to the Glenwood Springs Comprehensive Plan and community goals. This is documented in the previous section of this narrative under the section titled "Relationship to Glenwood Springs Comprehensive Plan". Policies: 2. Projects proposed adjacent to local municipalities requiring urban services will be encouraged to annex into the affected jurisdiction if contiguity exists. Applicant Comment. As noted previously, the applicant is concurrently processing and annexation application with the city of Glenwood Springs and is also pursuing a pre -annexation agreement. 3. Development in an UGA will have land use and street patterns that are compatible with the affected municipality. Applicant Comment. This project is in the Glenwood Springs UGA and conforms to the land -use and street patterns of Glenwood Springs. 4. Within a locally planned UGA, development applicants will be required to obtain project review comments from the local community prior to submitting for county review. The process should be defined in an executed IGA. Applicant Comment. As noted previously, the applicant is processing an application for annexation and zoning with the city of Glenwood Springs. This development application will be referred to the city for review and comment. Section 4 - Economics, Employment and Tourism Vision Light industrial and commercial uses are strategically located within and adjacent to cities and towns by encouraging growth and employment centers to be developed within planned urban growth boundaries. Goals: 1. Maintain a strong and diverse economic base (for both employment and income generation). Applicant Comment. The project adds to the vitality, strength and diversity of the local economic base. It provides long-term employment opportunities as well as short-term employment during construction. Tax benefits will be derived from construction materials, increased assessed valuation and employment income. Policies: 1. Garfield County will encourage the retention and expansion of modest, viable commercial uses that meet the convenience shopping needs of county residents. Applicant Comment. This facility represents both retention and expansion of a viable commercial/light industrial use that is essential for the shopping and shipping needs of county residents. 3. Garfield County will encourage the development of a diversified industrial base recognizing physical location -to -market capabilities of the community, and the social and environmental impacts of industrial uses. 5. The county will direct industrial developments to the airport center and other appropriately designated areas. Page - 44 Applicant Comment. The project is located adjacent to the Glenwood Springs airport in an appropriately designated light industrial/commercial area. It is adjacent to other industrial/light industrial uses and is located away from incompatible uses. The area is already zoned Commercial General for this type of use and if annexed to the city of Glenwood Springs, will be zoned for light industrial uses. Strategies and Actions: 1. Ensure that adequate land is reserved for the type, size and scope of industrial/commercial development that is consistent with long-term economic development objectives. 4. Ensure that commercial/industrial developments are compatible with adjacent land uses and preserve the visual quality of the county. Applicant Comment. Existing uses surrounding the subject property are light industrial in character and the project is compatible with those uses. The facility is being designed to fit the natural terrain of the property. The building appearance will be similar to the adjacent airport hangar buildings. The layout of the property will preserve the visual quality of the County. Section 7 - Water and Sewer Services Goals: 1. Ensure the provision of legal, adequate, dependable, cost-effective and environmentally sound sewer and water services for new development. Applicant Comment. The property is currently served by municipal water service. The applicant is negotiating with the city for sewer service. In the event sewer service is not available from the city, an adequate, dependable cost-effective and environmentally sound septic system will be installed. Policies: 1. Development located adjacent to municipalities or sanitation districts with available capacity in their central water/sewer systems will be encouraged to tie into these systems. Applicant Comment. As noted previously, the property has existing water service from the city of Glenwood Springs and central sewer may also be available to the property pending further negotiations with the city. Impact Analysis Adjacent Land Uses. The aerial photograph on the following page shows adjacent land uses within a 1,500 foot radius of the subject property. It is evident from the graphics that the site is surrounded by light industrial activities. Immediately north of the property is a US Forest Service light industrial site. East of the property and across the river is a mix of uses that includes the Holy Cross Energy light industrial site, single-family residential/mobile home uses and commercial use. Directly west of the location is the Glenwood Springs Airport. South of the property is vacant land, agricultural land and miscellaneous light industrial uses. This is an ideal location for the proposed FedEx shipping facility in terms of compatibility with adjacent uses. There will be no vehicle access from the subject property through the residential areas to the north except for local deliveries in that neighborhood. At full buildout, the operation will generate 264 single vehicle trips per day. The traffic impact study shows a nominal impact to any of the roadways or intersections from the site traffic. Page - 45 Site Features As noted previously in this narrative, the property is covered by grasses, Sage, wild grasses, some deciduous trees and junipers. There is an existing single-family residence on the site which will be removed in conjunction with new construction. Site topography is relatively flat on the upper bench where the building and parking are proposed. The easterly portion of the property drops steeply to the Roaring Fork River and will be left in a predominately natural condition. The usable portions of the property are not subject to flooding. There are no streams or bodies of water on or adjacent to the upper bench of the property. The base of the slope on the easterly portion of the property adjoins the Roaring Fork River and its floodplain. The floodplain on the west side of the river is minimal because the east side of the river is relatively flat at a lower elevation and into which any floodwaters would inundate. The easterly portion of the property will remain undeveloped and will not impact the floodplain. All post -construction site drainage will be managed using best practices and will conform to the engineered drainage Page - 46 analysis and plans A Phase 1 Environmental Analysis was conducted on the subject property and no issues were identified for the site. A Phase 2 evaluation was not recommended. Section View of Site rEdiCC ELEV. FFE ®tl FEDEX GLENWOOD SPRINGS LBJt1AFJtA GLENWOOD SPRINGS, COLORADO SITE SECI'1ON `1' Page - 47 Soil characteristics The soil and foundation investigation completed by LKP Engineering, Incorporated dated December 2, 2013 did not find any conditions that would preclude construction of the proposed facility on the subject property. The details of this report are included in that document submitted separately with this application. The following map obtained from the US Department of Agriculture Natural Resources Conservation Service shows the soil types located on the subject property. Custom Soil Resource Report Soil Map Page - 48 Kg, Seale; ld,9£0Ypiba1cnApatrat(Sw`"x91, sheer NLtvs a[1 Feet 0 100 20C 400 600 Map P°arrlion, Vulab MetrAnr Crare made. WG584 Edgaticv LUIzme 1.14 WGSBA a N. 30'19-N Map Unit Legend Rifle Area, Colorado, Parts of Garfield and Mesa Counties (C0683) Map Unit Symbol lrlap Unit Name Acres in A01 Percent of A01 8 Atencio-Azeltine oomplex. 1 to 3 percent slopes 4.5 30.096 34 Ildefonso stony loam.25 to 95 percent slopes 5.2 98.196 73 Water 1.6 13.896 Totalsfor Area of Interest 11.2 100.0% 8—Atencio-Azeltine complex, 1 to 3 percent slopes Map Unit Setting Elevation: 5,000 to 7,000 feet Map Unit Composition Azeltine and similar soils: 45 percent Atencio and similar soils: 45 percent Description of Atencio Setting Landform: Alluvial fans, terraces Landform position (three-dimensional): Tread Down-slope shape: Convex Across -slope shape: Convex Parent material: Mixed alluvium derived from sandstone and shale Typical profile H1 - 0 to 11 inches: slightly alkaline, sandy loam H2 - 11 to 23 inches: slightly alkaline, gravelly sandy clay loam H3 - 23 to 28 inches: moderately alkaline, gravelly sandy loam H4 - 28 to 60 inches: moderately alkaline, extremely cobbly sand Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 3.8 inches) Interpretive groups Farmland classification: Farmland of statewide importance Land capability classification (irrigated): 4s Land capability classification (nonirrigated): 4s Hydrologic Soil Group: B Ecological site: Rolling Loam (R048AY298C0) Description of Azeltine Setting Landform: Alluvial fans, terraces Landform position (three-dimensional): Tread Down-slope shape: Linear, convex Across -slope shape: Linear, convex Parent material: Mixed alluvium derived from sandstone and shale Page - 49 Typical profile H1 - 0 to 18 inches: moderately alkaline, gravelly sandy loam H2 - 18 to 60 inches: moderately alkaline, extremely gravelly sand Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency offlooding: None Frequency ofponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Very low (about 2.5 inches) Interpretive groups Farmland classification: Farmland of statewide importance Land capability classification (irrigated): 4s Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A Ecological site: Rolling Loam (R048AY298C0) 34—Ildefonso stony loam, 25 to 45 percent slopes Map Unit Setting Elevation: 5,000 to 6,500 feet Map Unit Composition Ildefonso and similar soils: 90 percent Description of Ildefonso Setting Landform: Valley sides, breaks, alluvial fans Down-slope shape: Convex, linear Across -slope shape: Convex, linear Parent material: Mixed alluvium derived from basalt Typical profile H1 - 0 to 8 inches: moderately alkaline, stony loam H2 - 8 to 60 inches: moderately alkaline, very stony loam Properties and qualities Slope: 25 to 45 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency offlooding: None Frequency ofponding: None Calcium carbonate, maximum in profile: 35 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 4 0 mmhos/cm) Available water storage in profile: Low (about 5.1 inches) Interpretive groups Farmland classification: Not prime farmland Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: A 73—Water Map Unit Composition Water: 100 percent Page - 50 Geology and Hazard. The map below includes hazard data obtained from the Garfield County Geologic Hazard GIS data download web -site. The subject property lies outside identified Soils Hazard, Surficial Hazard and Slope Hazard areas. The Soil and Foundation Investigation completed by LKP Engineering for this site and included with this submittal also did not identify conditions that would preclude construction of the proposed facility at this location. Riverside FedEx Geologic (Hazards Map US o] Legend Sol fsHasard 0 ,all other values, TYPE 1 COAL MINE 1 MAJOR o MODERATE SurRc3alGeology ® <all other vawes. TYPE 1 FAN 0 LANDSLIDE ti MUDFLOW 1 MJorLowisuX SlopeHamrd 11 call other values, TYPE j MAJOR J MODERATE o Ps cslsa3l7 E4 Wenn, flqz Catmairg LiC OW8w Ciaton:61g COCQ d7623 976M3.7171 67W1,214 Groundwater and Aquifer Recharge Areas. The only floodplain that impacts the property is on the east side of the site at the toe the slope where the property adjoins the Roaring Fork River. This portion of the property will remain undeveloped and unaffected by the floodplain. As noted in the soils information, the upper bench where development will take place is underlain by Atencio-Azeltine complex soils which are generally sandy loams, gravelly/sandy clay loams that are well -drained and are not subject to flooding. The applicant is pursuing 2 options for wastewater treatment. Alternative 1 is use of the existing septic system on the property. Alternative 2 would be to design and install a new septic system if the existing ISDS is inadequate or is nonfunctional. Percolation tests would be performed on the site and the ISDS would be designed based upon those results. Alternative 3 is a sewer service connection to the city of Glenwood Springs central wastewater treatment system. None of these options are anticipated to adversely impact runoff, stream flow or groundwater. Page - 51 All site runoff will be managed in conformance with the engineered drainage analysis and best practices, thereby, avoiding adverse impacts to surface water or groundwater. Environmental Impacts Construction of the new facility on the gently sloping upper bench will result in the removal of flora and fauna where there are paved surfaces, building construction and detention basins. Outside of the construction zone, the site will remain undeveloped and in its natural state. The undisturbed portions of the property will constitute approximately 30 to 45 percent of the site. Effect of development on environmental resources including critical wildlife habitat will be minimal The map on page 53 shows that site is not identified by Colorado Parks and Wildlife as critical winter range for mule deer, elk or habitat for endangered or threatened species. The property is not in any identified deer or elk migration routes. Obviously, construction on the upper bench will remove vegetation and habitat for small mammals and birds. Some of this vegetation will be replaced with low water consuming landscaping which will offset some of the adverse impact. The site is located in a light industrial area and adjacent to the airport where wildlife attractors will create conflicts for aircraft. Impacts on wildlife and domestic animals through creation of hazardous attractions will be nominal. There will be no domestic animals on the property. As noted previously, wildlife impacts are minimal and there will be some elimination of habitat as a result of construction of the facility. There will be no blockade of migration routes, use patterns or similar wildlife impacts. There will be few if any food wastes generated on-site which otherwise would attract wildlife, dogs and/or cats. All waste will be placed in a properly designed trash receptacles to prevent access by wildlife and domestic animals. There are no known radiation hazards on the site that have been identified by the State or County Health Departments. Nuisances This site will not generate vapor, dust, smoke, noise, glare or vibration at any significant levels or at nuisance levels beyond the property boundary. There will be sound generated by truck and vehicular traffic to the site, but that will not exceed normal ambient levels. Noise generated on this site will be considerably less than that generated at the airport. Landscaping, paved and impervious surfaces will prevent the generation of dust. Exterior lighting will be downcast to minimize glare and/or lighting trespass. The only omissions from the property will be those minimal amounts normally associated with vehicle exhaust and/or building heating systems. Hours of Operation The hours of operation have been discussed previously in this report and are shown in the table on page 29. It is projected that FedEx will operate 6 days per week for trailer operations and 5 days per week for delivery and pick-up operations. Maximum vehicle flow projections are for 264 single vehicle trips per day at full phase operations during the peak holiday period. Page - 52 Riverside FetlEx Floodplain & Wildlife Map +aa PI era Page - 53 Legend E tep_cot ken. }duleDeerSevaeVhattriLia Fl42 13 EIkSsTsr$ rp!e{�'haose1Cj 13 ® }:FkMigraga®Cvtndcrr0212013 Ea1dEsz1eIwater104924I3 Fuar11031114 YkounScire Canaadaug t!C 610 tom!? /fibra rerbartide.C6 a1ef= 400 -alai 6G Y ilR RICK Estimated Construction Costs FEDEX GROUND FACILITY REC JN 4143 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST 06.23.2014 ITEM DESCRIPTION QUANTITY UNIT UNIT COST COST A GRADING 1 MOBILIZATION 1 LS 54,000.00 54,000 2 CLEAR AND GRUB 4.6 AC 51,200.00 55,520 3 EARTHWORK - CUT 23,700 CY 53.00 571,100 4IMPORT/EXPORT 20.500 CY 510.00 5205,000 5 PRECOMPACTION 9,035 SY 50.40 53.614 6 OVER-EXCAVACTIONIRECOMPACTION 9,035 CY 53.00 $27,105 7 RETAINING WALL (0'-5') 133 SF 516.00 52,128 8 SLOPE REVEGATATION 63,780 SF 50.50 531,890 9 SWPPP 4.6 AC 51,500.00 56,900 10 CONSTRUCTION WATER 4.6 AC 52,500.00 $11,500 GRADING SUBTOTAL 5368,757 B PAVING 1 SUBGRADE PREPARATION 9,035 SY 51.65 514,908 2 CUT/BACKFILL CURB GRADE 2,897 LF 54.10 511,878 3 12" STONE PAVEMENT 2.940 SY 514.01 541,189 4 20" STONE PAVEMENT 5,365 SY 523.35 5125,273 5 6" CONCRETE PAVEMENT 488 SY 518.27 58,916 6 6" VERTICAL CURB 2,897 LF 511.50 533,316 7 4"THICKI5' WIDE SIDEWALK 3,170 SF 54.50 514,265 8 HANDICAP RAMP - MID -BLOCK 2 EA 51,800.00 53,600 9 TYPE "8" POST BARRICADE 6 EA 5200.00 51,200 10 GUARDRAIL (FENCING?) 1,440 LF 523.00 533,120 11 ADJUST MANHOLE 3 EA 5400.00 51,200 12 ADJUST WATER VALVE 3 EA 5300.00 5900 13 PAVEMENT STRIPING 2,670 LF 50.50 51,335 14 STOP SIGN 3 EA 5200.00 5600 15 ONSITE SIGNAGE 12 EA 5150.00 51,800 16 REMOVAL OF EXISTING BUILDING 1 LS 58,000.00 58.000 PAVING SUBTOTAL 5301,499 F.14143_FedEx_Gtetlwood+A.dnun\ ched_Cos[ Specs14143_cost_estamate.xlsx Page - 54 Page 1 of 3 ITEM DESCRIPTION QUANTITY UNIT UNIT COST COST C SEWER 1 6" SDR -35 PVC SEWER 85 LF S29.00 82,465 2 10" SDR -35 PVC SEWER 848 LF 836.00 $30,528 34' MANHOLE 2 EA 82,700.00 $5,400 4 4" HCS (W/CLEANOUT) 1 EA $2,300.00 $2,300 5 CONNECT TO EXIST MAIN EA 52,800.00 82,800 6 INSPECTION FEE 3 ERC] $1,500.00 $7,500 SEWER SUBTOTAL $50,993 D WATER 1 8" C-900 PVC WATER 784 LF 538.00 529,792 2 6" C-900 PVC WATER 12 LF 530.00 5360 3 6" CL 350 DIP WATER 16 LF $114.00 $1,824 4 8" VALVE B&C 1 EA 81,100.00 $1,100 5 6" VALVE B&G 3 EA $820.00 $2,460 6 6" FIRE HYDRANT 1 EA S3,000,00 83,000 7 1" SINGLE SERVICE 1 EA 8955.00 $955 8 1" IRRIGATION SERVICE 1 EA 8925.00 S925 9 CONNECT TO EXIST MAIN 1 EA $3,500.00 $3,500 10 INSPECTION FEE 5 ECR 82,500.00 512,500 WATER SUBTOTAL $56,416 E DRAINAGE 1 18" HDPE 369 LF 555.00 820,295 2 12" HDPE 505 LF $50.00 $25,250 3 DUMPED RIP RAP, d50=8", t=16" 4,150 SF 83.50 814,525 4 GROUTED RIP RAP 1,725 SF $6.50 $11,213 5 244' DRAIN BASIN 2 EA S800.00 81,600 6 2'X2' CURB INLET STRUCTURE 1 EA 51,820.00 $1,820 DRAINAGE SUBTOTAL $74,703 F UTILITIES 1 JOINT UTILITY TRENCH AND BACKFILL 1,055 LF $9.50 $10,023 2 TRANSFORMER PAD 1 EA 8450.00 8450 UTILITIES SUBTOTAL $10,473 CONSTRUCTION SUBTOTAL COLORADO TAX 8.60% CONSTRUCTION TOTAL OBSERVATION B. STAKING SOILS TESTING 10% CONTINGENCY $862,840 $74,204 $937,044 $7,500 $10,000 593,704 F:14143_FedEx_GlenwoodlAdmin\Sched_Cost_Specs14143_cosl_estimate.xisx Page 2 of 3 Page - 55 ITEM 'DESCRIPTION IQUANTIYYI UNIT I UNIT COSTI COST PROJECT TOTAL NUMBER OF LOTS COST PER LOT EXCLUSIONS: -LANDSCAPE AND IRRIGATION. HARDSCAPE, PERIMETER WALLS AND PATIO WALLS - ENTRY FEATURES AND SIGNAGE. -ACCENT PAVING (IF APPLICABLE). - SIDE LOT TO SIDE LOT RETAINING WALLS (IF REQUIRED) -UTILITY COMPANY CHARGES_ $1,048,248 1 $ 1,048,248 NOTES: -DUE TO THE RAPIDLY SIGNIFICANTLY RISING COST OF CONSTRUCTION MATERIALS, THE UNIT COSTS SHOWN SHOULD NOT BE CONSIDERED CURRENT, AND THIS PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST SHOULD BE CONSIDERED AS AN ORDER -OF - MAGNITUDE OPINION OF CONSTRUCTION COSTS. -THIS ISA PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COSTS AND IS FOR OUR CLIENT'S USE ONLY. IN PROVIDING AN OPINION OF PROBABLE CONSTRUCTION COSTS, THE CLIENT UNDERSTANDS THAT THE ENGINEER HAS NO CONTROL OVER COSTS OR THE PRICE OF LABOR, EQUIPMENT OR MATERIALS, OR OVER THE CONTRACTORS METHOD OF PRICING, AND THAT THE OPINIONS OF PROBABLE CONSTRUCTION COSTS PROVIDED ARE TO BE MADE ON THE BASIS OF THE ENGINEERS QUALIFICATIONS AND EXPERIENCE. THE ENGINEER MAKES NO WARRANTY. EXPRESSED OR IMPLIED, AS TO THE ACCURACY OF SUCH OPINIONS AS COMPARED TO ACTUAL BID COSTS -UNIT PRICES FOR THIS ESTIMATE ARE BASED UPON RESEARCH OF PROJECTS OF SIMILAR SIZE AND SCOPE AND SHOULD NOT BE CONSIDERED AS A MAXIMUM UNIT PRICE NOR SHOULD THE TOTAL CONSTRUCTION COSTS BE INTERPRETED AS THE MAXIMUM POSSIBLE CONSTRUCTION COSTS FOR THESE ITEMS -PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST BASED ON THE DEVELOPMENT PACKAGE FOR FEDEX GROUND FACILITY PLANS DATED 06-23-2014 PREPARED BY RICK ENGINEERING COMPANY F. 4143_FedEx_Glenwoad\Admin'Schell_Goss_Specs14143_cost_estimate.xlsx Page 3 of 3 Page - 56 Letter from Resource Engineering on Alternative Water Supply RESOURCE ENGINEERNG r N C David McConaughy, Esq Garfield & Hecht, P.C. 420 Seventh Street, Suite 100 Glenwood Springs, CO 01501 Via Email RE Proposed FedEx Shipping Facitlty — Water Supply Analysis Dear David: June 30, 2014 At your request, Resource Engineering, Inc. (RESOURCE) evaluated the water supply for the proposed FedEx shipping facility located on a parcel of land adjacent to the Glenwood Springs Airport (Parcel No 2185-271-00-008) The physical address of the property is 1097 County Road 116, Glenwood Springs and the owner of the property is CLH Properties, LLC (Owner). It is our understanding that the Owner is seeking approval of the commercial facility from either the City of Glenwood Springs (City) through the annexation process or Garfield County The water for the- facility can be supplied from several alternative sources or a combination of sources as outlined below 1) Existing connection to the City of Glenwood Springs water system; 2) New connection to the City of Glenwood Springs water system; 3) New commercial well for the property; 4) An infiltration gallery or surface water diversion from the Roaring Fork River, 5) A combination of the existing City service and well or river diversion, or 6) A combination of a commercial well and river diversion Uses from these sources of supply, except the City will need to be augmented in order for them to continue to operate during senior water right call periods. How each of these sources of supply would be augmented is alsa discussed in the following sections. WATER DEMAND The water demands for the project Include in-house uses for 14 (9 full time and 10 part time) employees, and irrigation water for approximately 20,000 square feet of trees and shrubs. Native grasses will be used to revegetate areas disturbed during construction activities. The estimated demand for in-house uses is 15 gallons per day (gpd) per employee for a total of 210 gpd The irrigation system is designed with six drip irrigation zones that operate at 2 gallons per minute during the irrigation season from May through October. Maximum demand in July is estimated at 470 gpd for trees and shrubs and 135 gpd for the native grasses (one to two years until established) Total annual water demand is estimated at 53,500 gallons for the trees and shrubs and 15,350 gallons for the native grass Gera+ .It'- j fi r we?"0 ra ' i, r--yrterrk tli.i :. . SOS r.:*lo– on A. rw+e• • ILi a 1. sin, L:.1.3'10 -SU'' • .L/J19 9S- ??J 4. r_. I? 4CPIraa 137 Page - 57 David McConaughy, Esq. June 30, 2014 Page 2 FIRE PROTECTION The property is served by the Glenwood Springs Rural Fire Protection District. Fire protection measures will include a fire sprinkler system in the building and firefighting supplies from a new City hydrant or an on-site pond/storage tank with a dry hydrant and/or a fire pump. An on-site pond/storage tank mild be filled by a new well or river diversion. The City main line that terminates at the Sky Ranch Drive cul -de -sec would be extended down County Road 116 to the property and a new fire hydrant constructed near the proposed facility site. Alternatively, an on-site fire sprinkler storage tank and fire pump could be used for the building sprinkler system. Firefighting supplies would come from an on-site pond or storage tank sized to meet the IFC requirements. For the proposed facility, the pond/tank would need to provide 180,000 gallons of water (1,500 gpm for 2 hours), WATER SOURCES City of Glenwood Springs A 3/4 -inch water service line from the City of Glenwood Springs (City) currently serves a residence on the property that will be removed as part of the project. The City does not have readily available information on the pressure and flow for the old main and service line. but it appears adequate to serve the in-house demands for the proposed facility and could potentially provide the irrigation demand. The newer main line from the City could be extended approximately 700 feet from the Sky Ranch Drive cul-de-sac to the site to provide water service and fire protection for the facility_ The City has an extensive portfolio of water rights including a plan for augmentation to serve its customers. Therefore, if the City serves the property, there will be no need for the Owner to secure a legal water supply under this scenario. Commercial Well Under this alternative, a commercial well would be drilled and the uses augmented in a Water Court approved plan to serve the proposed facility. In order to obtain a valid well permit from the Colorado Division of Water Resources, a legal water supply will be required. The property is located within Area "A" of the West Divide Water Conservancy District (District) and is eligible to be included in Region 1 of the Colorado River Augmentation Plan Decree (Water Court Case No. 02CW123). The District is a water resource management agency that has adjudicated water right plans for augmentation which provide a legal water supply within the District's Service Area for all beneficial uses. Therefore, in order to obtain a legal water supply for the commercial well, the Owner can apply for and obtain a District water allotment contract. Since the well has yet to be drilled, the sustained yield (physical supply) of the aquifer is unknown. The sustained yield will help determine the amount of storage that is necessary to meet the commercial and fire protection demand. If the sustained yield of the aquifer is insufficient or requires a large amount of storage, the Owner may wish to construct an infittratlon gallery or surface water diversion at the Roaring Fork River. This alternative is discussed in greater detail below, RESOURCE Page - 58 David McConaughy, Esq. June 30, 2014 Page 3 Infiltration Gallery or Surface Water Diversion The eastern property boundary goes to the center line of the Roaring Fork River. RESOURCE engineering believes that it technically feasible to construct an infiltration gallery or surface water diversion within the property to provide potable water and/or irrigation water and/or fire protection water for the proposed facility. Raw water from the river would likely be conveyed from the infiltration gallery or surface diversion to a concrete vvet well where it would be subsequently pumped to storage for irrigation and/or treated for commercial use if needed. In addition, the raw water would be pumped to storage sized to meet the fire demand. The legal water supply for the infiltration gallery or surface water diversion would also be a District water allotment contact and augrnented under the District's Colorado River Augmentation Plan Decree. Combination of Existing City Service, Commercial Well and Infiltration Gallery/Surface Diversion The existing City service could be used for potable demands and the irrigation and fire protection provided by one or a combination of a new well and/or river diversion. Well water treatment costs may be less than the cost of treating surface water from the Roaring Fork River based on the Colorado Department of Public Health and Environment regulations, water quality, and/or if the sustained yield of the welt is sufficient to meet the commercial demand only. If this is the case, it would be more desirable to utilize a commercial well combined with an infiltration gallery or surface diversion at the Roaring Fork River if the City's water system cannot service the commercial, irrigation or fire demand. We trust that this is the information you require. Please let us know if you need anything else. Sincerely, RESOURCE ENGINEERING, INC. Eric F. Mangeot, P.E. Water Resources Engineer Michael J. Erion, P.E. Water Resources Engineer MJ E/mmm 1325-15.0 -'RESOURCE Page - 59 Riverside FedEx Facility Supplemental Submittal Materials to Garfield County Limited Impact Review Application Submitted by: Western Slope Consulting LLC 0165 Basalt Mountain Drive Carbondale, Colorado 81623 970-963-7172 wsconsulting@sopris.net Table of Contents Page Supplemental Materials Submittal Cover Letter 3 Garfield County July 7, 2014 Request for Supplemental Information and 4 Applicant Responses Revised Project Cost Estimates 18 Title Commitment 21 Water Supply and Distribution Plan Supplemental Information 36 HP Geotech Percolation Test Information 43 Page - 2 Supplemental Materials Submittal Cover Letter August 4, 2014 Ms. Tamra Allen Garfield County Community Development Department Planning Manager 108 8th St # 401 Glenwood Springs, CO 81601 Dear Ms. Allen: I am responding to the request for revisions and additional materials identified in David Pesnichak's July 7, 2014 letter. I have included responses to each of the items in the letter and have included the additional requested materials in this narrative or in the accompanying materials. This supplemental package includes the requested 3 hard copies of the information and a CD with digital files of the same materials. Our team looks forward to continuing review of this material with the County at your earliest convenience. After the submittal has been deemed complete, please schedule the application with the Board of County Commissioners. If you have any questions, please do not hesitate to contact me at (970- 963-7172) wsconsulting(aisopris.net Sincerely, Western Slope Consulting LLC Page - 3 Garfield County July 7, 2014 Request for Supplemental Information and Applicant Responses July 7, 2014 Western Slope Consulting, LLC C/o Davis Farrar 0165 Basalt Mt Dr. Carbondale, CO 81623 Reference: Limited Impact Review Land Use Change Permit - Riverside FedEx Facility - Warehouse and Distribution Center - CLH Properties, LLC Garfield County File Number L1PA -7988 Dear Mr. Farrar, Garfield County is in receipt of an application for a Limited Impact Review Land Use Change Permit application for a Warehouse and Distribution Center within the Commercial General zone district. This application was submitted on June 30th, 2014 and has been reviewed for technical completeness. The following revisions/additional materials are requested: Surface Use and Leases 1. A title commitment needs to be provided that outlines all leases, easements and other encumbrances affecting the property. This is necessary to confirm that all encumbrances are represented on the site plan. Applicant Response. The July 10, 2014 Title Commitment is included in this narrative. Authorization 2. For your information, should the closing occur on the subject property while the application is in process, the new owner will need to provide a recorded Statement of Authority (SOA) and authorization to the identified agents. Applicant Response. A closing on the property will not occur until after all land use approvals are granted. In the event that ownership changes, we are aware that a recorded Statement of Authority (SOA) and authorization must be obtained and submitted to Garfield County. Improvements Agreement / Development Agreement 3. The Land Use and Development Code (LUDC) requires submittal of a Development Agreement (Section 4-203(J)) and Improvements Agreement (Section 4-203(K)). These items were neither submitted nor requested for a waiver. Please submit a request for a waiver for these items if they are not germane to the application. Applicant Response. The Applicant is not proposing any public improvements that would be dedicated to Garfield County to be secured by an improvements agreement. The Applicant does propose that completion of the water supply improvements and wastewater improvements be made a condition of issuance of a final certificate of occupancy. The water improvements are proposed alternatively as (1) use of the existing 3/4" water line from the City of Glenwood Springs plus the construction of private storage capacity for fire flows and other onsite needs; or (2) use of a new commercial well to be Page - 4 augmented with a water supply contract from the West Divide Water Conservancy District; or (3) a surface diversion from the Roaring Fork River augmented with a West Divide contract; or (4) a main line extension from the City of Glenwood Springs; or (4) a combination of any or all of the foregoing. The wastewater improvements would either be a City sewer line extension, use of the existing ISDS, or construction of a new ISDS. If requested by the County, a development agreement could address these conditions, or the conditions could simply be included in the resolution of approval by the BOCC. The negotiation process with the City will likely take several weeks or longer to determine which option is available. If there is an extension of City services then presumably any construction conditions or security would be addressed in a separate agreement between the applicant and the City. The applicant's legal counsel David McConaughy has been in contact with the County Attorney's office regarding the County's preferred form of development agreement, which the County Attorney typically generates. For these reasons, the Applicant requests a waiver of the requirement to submit a draft agreement at the present time while final conditions and the preferred options for utilities are still being determined. Project attorney David McConaughy recently spoke with assistant County Attorney Kelly Cave on Monday, July 7, 2014 and she stated that she agreed it is premature for a development agreement and that this will be addressed later in the application process. Reclamation Plan 4. Section 7-208(B)(6) requires submission of a time line plan for revegetation and landscaping improvements. Such a plan is necessary to ensure conformance with the Garfield County reclamation and revegetation standards and guidelines. Applicant Response. Please see the landscaping and revegetation plans submitted as part of the plan set with this supplement and under separate cover. Page - 5 Landscape Plan 5. Section 4-203(F)(5) requires a breakdown of the reclamation and landscaping costs. This is necessary to determine the amount of financial security, should one be required. Applicant Response. The following table shows the landscaping cost estimate for the project. This estimate includes the cost of reclamation under "native seed mix" and "native seed mix watering". Cast Estimate For FedEx GARFIELD COUNTY Prepared for Design Fusion July 21,2014 This cost estimate does not include prices for permit fees, utilities, sidewalks, street/open space lighting, or maintenance. a,/'ri:Irsir3" shommiN hewn LANDSCAPE ITEM DESCRIPTION 'QTY UNIT COST TOTAL 17 2" Caliper Trees Nurser 24 ea. $ 400 00 $ 9600 00 18 6' Height Trees ( ursery) 13 ea. $ 300.00 $ 3900.00 20 5 Gai. Shrubs (Nursery) 79 ea. $ 22.00 $ 1,738.00 21 1 Gat Shrubs (Nursery) 31 ea. 1 10.00 1 310.00 29 Native Seed Mrx 58,824 s.f. $ 0.15 S 8,823 60 33 Bark Mulch 3,485 s.f. $ 0.30 $ 2.845.50 SUBTOTAL. 27,217. 10 IRRIGATION ITEM DESCRIPTION QTY UNIT -ST T0t 38 Drip Irrigation 34,425 s.f. $ 0 35 $ 12,048 75 40 Native Seed Mix Water ng (until established(, 58,624 sf. $ 0 10 $ 5 : •2 40 SUBTOTAL: $ 17,931.15[ TOTAL $ 45,148.25 10%CONTINGENCY: $ 4514.83 GRAND TOTAL: $ 49 •3.08 Environmental Impacts 6. The Impact Analysis required in Section 4-203(G)(6) requires an analysis of the below items by a qualified professional as outlined in Section 4-203(A)(4). It does not appear that the submitted information meets this requirement. 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 an Wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions; and Page - 6 Applicant Response. In addition to the comments included in the original application, please see the report completed by Jonathan Lowsky of Colorado Wildlife Science submitted with this supplement under separate cover. d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. Applicant Response. A communication was made to Kay Dirling at the Colorado Department of Public Health and Environment about any potential radiation hazards identified by the state at or around this property. No documentation radiation hazards were found on or near the site. The following is her e- mailed response. From: cdphe_cora_hmwmd - CDPHE, CDPHE [mailto:cdphe cora hmwmd@state.co.us] Sent: Monday, July 14, 2014 4:12 PM To: wsconsulting@sopris.net Subject: records request Good afternoon Davis, Per our telephone conversation this morning re: environmental concerns at 1097 County Road 116/Airport Road, HMWMD Record Center has no files pertaining to that address. I also checked for records referencing the Glenwood Springs Airport, and found no files. Best, Kay Kay Dirling HMWMD Records Manager 303.692.3331 (Records Center) 303.692.3312 (Direct) Garfield County Request for Records of Any Radiation Hazard on or Near the Subject Property. A separate request was made to Morgan Hill, Environmental Health Specialist III, at the Garfield County Public Health Department regarding potential or identified radiation hazards at the subject property and she sent the following response. Again, no documentation of radiation hazards was found on or near the site. Hi Davis, After reviewing our Environmental Health Concern records, it appears that there are no known radiation hazards at the subject property: 1097 County Rd. 116 Glenwood Springs, CO 81601 I do, however, recommend testing for radon as all of Garfield County is in a high-risk zone for radon. Thank you, MvrgaN Kiee Environmental Health Specialist III Garfield County Public Health 195 W. 14th Street Rifle, CO 81650 Phone: (970) 665-6383 Email: mhill@garfield-county.com - www.garfield-county.com/environmental-health Page - 7 Access and Roadways 7. Section 4-203(L)(2)(b)(4) requires that all access easements/licenses be submitted with the application and any other information regarding the legal status of the easements. While it is understood that the Applicant will apply for an access license from the City should the County issue the Land Use Change Permit (presumably as a Condition of Approval), the result of the City not issuing the Permit would end in significant site plan modifications. Since such site plan modification could impact internal circulation, the traffic study, the storm water management plan as well as grading and drainage, it is not an appropriate level of review following the initial substantive review. To this end, the Applicant has two options: (1) the Applicant can provide the access license from the City or evidence that the City is likely to issue the license (a letter from the City), or (2) the Applicant can submit two versions of the site plan, traffic study, storm water management plan and grading and drainage plan for both options with the initial application. Applicant Response. A revised 2nd alternative site plan and associated engineering (traffic study, storm water management plan and grading/drainage plans) are included in this supplemental submittal under separate cover showing a single access to the property that does not cross any other ownership. The revised plan access does not cross city -owned property and will not require an easement or license from Glenwood Springs. FedEx has approved this design. It is requested that Garfield County focus their review on the new revised plan and engineering. The other documents associated with this submittal have been revised to reflect this revised plan and access configuration. 8. As the driveways for the proposed facility access City owned and maintained streets, per Section 4- 203(L)(2)(b)(4), the Applicant needs to submit any existing City driveway permits. Applicant Response. A recent communication was made with Mike Phrem at the Garfield County road and bridge Department about driveway permits to the property. Mr. Phrem confirmed that the Garfield County access permit records go back to 2003. The driveway to the property has been in use since the 1950s and a permit was not found. A similar communication was made to Robin Millyard with the Glenwood Springs public works department who also stated in the following e-mail that there are no permits for the existing driveway. Mike Phrem - Letter Garfieid County Road & Bridge To whom it may concern Date: July 16,2014 The Address of: 1097 County Road 116 Glenwood Springs, Co. 81601 Page - 8 Garfield County Road & Bridge does not show any record of a driveway permit at that address. The said address is in the City of Glenwood Spring street system and is not longer under Garfield County Road & Bridge. Any driveway permits would need to go through the City of Glenwood. Any questions please call me. Mike Prehm Garfield County Road & Bridge Foreman/District 1 (970) 945-1223 Office (970) 618-7109 Cell (970) 945-1318 Fax Robin Millyard - Letter Davis, The City gained jurisdiction of the right-of-way via the 2002 annexation of certain County Road ROW's, including the road around the southerly end of the runway, in the Cardiff area. The roadway around the southerly end of the runway was a joint effort between Garfield County, the City of Glenwood Springs, the Parfet family and the Delaplane family in 1962. The County built the road and the other three parties provided right-of-way for the new road to replace the old road that crossed the runway about at its midpoint. The exiting driveway onto the old Parfet (FedEx) parcel is typical in that the driveway originates on the public road, and the property served is contiguous to the right-of-way. I don't know if the County issued a driveway permit for the exiting drive. The City did not issue a permit after it gained jurisdiction of the right-of-way. Robin Millyard Public Works Director 101 West 8th Street Glenwood Springs, CO 81601 970 -384 -6409 -Office 970 -945 -8582 -Fax 9. Section 4-203(L)(2)(d) requires a narrative describing the construction phase of the development. Please submit a narrative that meets these requirements, including: (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 Page - 9 Applicant Response. The following responses address the requested information identified in Items 1 to 6 above and respond to Section 4-203(L)(2)(d) of the Garfield County Regulations. (1) Staging and storage areas All construction staging and storage areas, such as construction equipment, temporary earthwork stock piles, piping and building materials will be contained on site, within the property limits. No offsite staging or storage areas will be required. (2) Temporary access points Construction access will utilize an existing driveway to access the site. Access is obtained directly from Airport Road on to the property. During construction, the existing access driveway will be relocated and the new proposed access driveway will also access the property directly from Airport Road. No additional easements or access permits are anticipated considering the property fronts and obtains existing access from Airport Road. (3) Duration, types and frequency of heavy truck traffic Construction is anticipated to be completed in approximately 9 months, starting in September 2014 and lasting through May 2015. Grading and foundation operations are anticipated to last approximately 4 weeks and will consist of cut and fills on site. Building construction is anticipated to last approximately 8 weeks including delivery and erecting the pre-engineered metal building. Paving and surface improvements will last approximately 8 weeks with standard concrete trucks, asphalt trucks and small trenching machines for utility installations are anticipated. Interior walls, utility connections and fine grading/landscaping installation are anticipated to last 2 to 3 months, with project completion around May 2015. (4) Access road segments to be impacted Access to the project site is obtained from Hwy 82 to 27th street, connecting to Midland Ave, then to Airport Road. No significant traffic impacts are anticipated during or post construction, as outlined in the submitted Traffic Impact Report. (5) Projected lane closures or traffic interruption, and a statement of mitigation measures that will be applied to minimize disruption and damage. No long-term lane closures or traffic interruptions are anticipated during construction. The traffic volume along Airport Road is minimal and the contractor of work will have required flaggers and traffic control in place if needed during construction of utility connections and driveway apron. (6) All County or State permits that will be required. No access permits from the State, Colorado Department of Transportation or County are anticipated at this time. Water Supply and Distribution Plan 10. The City has only committed to serve the development with a 3/4 " tap should the subject property not be annexed. In addition, the letter from Michael Erion of Resource Engineering does not state that such a supply is adequate for in-house as well as fire protection and irrigation purposes. As a result, an additional water source would need to be secured. While Mr. Erion states that a well and/or direct Page - 10 diversion are technically feasible and outlines the path to legally secure the water, a demonstration of the Applicants legal ability to obtain the water has not been demonstrated. At a minimum the Applicant needs to either 1) provide evidence that a well permit has been applied for from the Division of Water Resources and/or that a surface water diversion contract and augmentation has been drafted and submitted to the District. Well pump testing and water quality testing in accordance with the Code can be completed as Conditions of Approval and could result in requirements to treat well or diversion water. Or 2) submit evidence that an application has been submitted to the City and is being reviewed for either a pre -annexation or annexation agreement that would provide the project with a tap and appropriately sized line to legally and physically supply the project with water. Applicant Response. Attached, is a July 18, 2014 letter from Michael Erion at Resource Engineering offering supplemental information for the proposed FedEx shipping facility water supply. In addition, please find the attached July 21, 2014 letter from Nicole Garrimone-Campagna from Garfield & Hecht, PC addressing the existing water service from Glenwood Springs, the option of drilling a well and/or pumping directly from the Roaring Fork River. Her letter also addresses an application to the West Divide Water Conservancy District for a Water Allotment Contract. A copy of the water contract application is included in this submittal. Wastewater Management and System Plan 11. Per Section 4-203(N)(1)(b)(1), should the Applicant wish to use an existing On -Site Wastewater Treatment System (OWTS), then the system must be evaluated by the Professional Engineer. A letter from the evaluating Engineer then needs to be submitted that indicates that the system is able to meet anticipated demand and meets Garfield County's and CDPHE. Applicant Response. The applicant does not intend to use the existing On -Site Wastewater Treatment System (OWTS) and has designed a new (OWTS) discussed in the following "applicant response" to paragraph 12. 12. Section 4-203(N)(1)(b)(2), (3), (4) and (5) requires that if a new OWTS is to be installed, then percolation tests must be performed by a Professional Engineer indicating that the soils are adequate for the proposed system. The location of these percolation tests must also be indicated on the site plan. Further, a management plan for the OWTS must be submitted. Applicant Response. Attached, under separate cover with the submitted plans set and on page 14 of 27, is the information developed by High Country Engineering for the proposed On -Site Wastewater Treatment System (OWTS). The applicant has contracted for completion of on-site percolation tests by the Glenwood Springs geotechnical firm of CTL Thompson. This work will be completed during the week of July 28, 2014 and the information will be submitted to the planning depat liuent for review. The OWTS has been conservatively designed based upon the known soil types derived from the previously submitted LKP, Inc. geotechnical report. The submitted OWTS is designed to meet wastewater demands from the facility and conform to the Garfield County/CDPHE requirements. Any needed minor modifications to the OWTS design will be made based upon the site specific percolation test results and promptly submitted to Garfield County for review. The following on-site treatment system management plan prepared by High Country Engineering is included for County review and in conformance with Section 4-203(N)(1)(b)(2), (3), (4) and (5). Page - 11 ONSTTE WATER TRE. 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Fii: Page - 17 We look forward to receiving the revisions and supplemental information and proceeding through the Limited Impact Review Amendment process. Section 4-101 (B)(2)(a) stipulates that the applicant shall correct the deficiencies within 60 calendar days or the application will be deemed withdrawn. Feel free to contact me with any questions or request for clarifications regarding any of the above items. You may reach me via email or at 970-945-1377 x1614. Revised Project Cost Estimates RICK c' .. r 4. r FEDEX GROUND FACILITY REC JN 4143 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST 07.22.2014 ITEM DESCRIPTION QUANTITY UNIT UNIT COST COST A GRADING 1 MOBILIZATION 1 LS 54,000.00 $4000 2 CLEAR AND GRUB 4.6 AC 51,200.00 $5,520 3 EARTHWORK- CUT 14,000 CY 13.00 142,000 4 IMPORT/EXPORT 9 600 CY $10.00 $96,000 5 PRECOMPACTION 8 815 SY 10.40 13526 6 OVER-EXCAVACTIONIRECOMPACTION 8 815 CY 53.00 $26,445 7 RETAINING WALL (0'-5`) 950 SF $16.00 115200 8 SLOPE REVEGATATION 60,350 SF 10.50 130,175 9 SWPPP 4.6 AC 11500.00 16500 10 CONSTRUCTION WATER 4.6 AC 52500,00 $11500 GRADING SUBTOTAL 1241,266 B PAVIN G 1 SUBGRADE PREPARATION 8 815 SY 11.65 $14,545 2 CUT/BACKFILL CURB GRADE 3277 LF 14.10 $13436 3 12" STONE PAVEMENT 3,277 SY $14.01 $45,911 4 20" STONE PAVEMENT 5155 SY $23.35 1120,369 5 6" CONCRETE PAVEMENT 517 SY 118.27 19446 6 6' VERTICAL CURB 3277 LF 111.50 $37,686 7 4"THICK,S'WDESIDEWALK 2,571 SF 14.50 111,570 8 HANDICAP RAMP- MID -BLOCK 2 EA 51500.00 13500 9 TYPE "B'" POST BARRICADE 11 EA $200.00 $2200 10 PERIMETER FENCING 1 380 LF 123.00 131740 11 PAVEMENT STRIPING 2,417 LF 10.50 11209 12 STOP SIGN 2 EA $200.00 1400 13 ONSITE SIGNAGE 12 EA $150.00 11,800 14 REMOVAL OF EXISTING BUILDING 1 LS $8,000.00 , 18,000 PAVING SUBTOTAL $301,910 C SEWER 1 4" SDR -35 INC SEWER 570 LF 126.50 $15,1055 F:.4143,FedEx_GlenwnodAch InlSchad_Cost SpecsW143 oust estImate_Courty.idsx Page - 18 Pagel of 3 I I E10 L' t IRII' 11r)R RFUN1 11 I T URN URI 4.;4.w.I C_Er.d:L- E Ir. SPEC -1:11'1 FEE d 1 E0: GPM SEF -I -: J E LEr,1C -I F E _D SEWER SUBTOTAL n wA-rr Po 1' F'•.'r. ff.! r -1I . I r Ll D -' j - r' '.':'.1 1r.!:1'=1; 1Jrl ibE - 1I. r1!ir'. 1E115UkiI U IAL U I-0J511VIZE 1E I-C1PE : 1: I-CIPE C J'LirEE ? ~R+Lr,t'_:-°'..—IG' c,_-: , .-i' u1. u . 1 tL1 1.1 -d ERA Is. r; ,Ir. 7 C: - -'r CUR -I I.JI rf n R.411i d r SI mrro-r.AI UIILIIIS JJI1.1 lJ I_ 1 ~ 1 ?=r0;1- AFL) IL_ 1I..JJ1r1_1?1•1=1.• I' i UIILII1 S5UbIQIAL CCI NSTRUCTI ON SUBTOTAL cm ()RADIO TA Y11.11 : CONBTRUCTIDN TOTAL 5 =9.7 E31 3,�E0 'iJU '.1 •yti E.. 1675.0: EP 1:1 $1 600 =I 1 ? 726 $ 7 600 $27.350 -n rpn -n $1 1 7.7n }rl�1n- :n'n 12 bUU __ 112.JU #21Allf3 5°5.:0 $:1835 5°0.:0 $:6 550 63.E0 $13 25 - 1'.11U - 115.EU 113 61'i F.:•• }nmm :mn r.�.� mn -- #n mn r?. #1 n}n -- #1 n}n $rlrI.n .y 1.0 b1_' tr f; bU.UU LibU OD S E RVAT 10 N Ja S f A.IC NG $7.500 5{' ILS I I S I IML: $1U L!JU in % COM TIHC,f NC.Y $?5..11? PRCI JEUT TOTAL 5 16,021 HIIl1f1rR13FIOTS 1 r:1:_ C)_3kn.xdiAtrr t'_c x:1_:os1_2 !"._t riff kItCcu1:: Is) } no 3 DI 3 Page - 19 11t1111 11VIL111 uLIAJ 1nrl LINII 1 LINI I 11111 CQ 1 OST PER LOT S4821 EXCLUSIO I; - Aver sAr# 1 1iI .." IAf-- .,. JDATC�9 - 7 ' ITfT-I7'114i :1316sr -LTIFibe r AFP Kian � WIC 1 pI—F11114F 9.411 r Rl";jLl -JT Iri e_ -_"_11604-1C, + w"" DIrTrF MIr IRMO. Y IMAM Peirda OF tO111W11,11101 MIT s_nlr 1111f # S wow !thou II WI 117 , aI I1CHRItria, AND 'i11 PIir1IIdlIIMIY prima co manta r 1' Ida : a' i :;,: IMMO n nr Owl/warn J oIU FR IIF nithillitiOt MOM IJS OMNI WIC 11011 Mg' -1 Plcr 1-7+r rM"J 11F.:`!r2strair C" VI T rr tlk ALL: 15 rri , r1k ¥ lk FR% r Ii.1a /1 41 rsok .`. J F F .`. *1'I r : ,.` .r r ,i T ir LOTO-RF1741 6 L,Y° n r F J.;r—SIER NIF r ' ti 1 -IE 1. t;It L k k. I'r-1.1: kr M%) ::k ,N, t r Pik s` v p• ? , Is1=1 fir!Ck 'I.I�: F.y r`J. l;t r10:CI"'r..11rw 'Of 1I,r4:l4+41t.>tI :;i I ). :••/IL.&_L r1:E l tl= •,1 =o.rk 1 CE+i.6.16 LA. 1 _I.L.It11 II rl !'F -'{ E.;'1 E?1=r••LE it Itz? ` .1.v4taJw,y:'�a'+�?1`,+�'+4 7, hi: 'I•t;: =L: 'I',11 _t! 1 -E •- ate; `i ;.:1• 'FI V k: N L L Jf l rl , le J 11- C ES'r F Tr SESTIIlt,T!AF! EASED J:Or, RESItilRi:-I : F P?OJ EC - 0= h,• LAD. 5 IE A.+13 At 3 SH:ll,l. D l'll BE :01B C CIR2C ,~ '. h! ';{ Ihl J'ti Jr. 1- F}i::EF:F LHi:LILA" I!T Dm_ Cor. S"FLC"I:II'ICOS'SES F TERP.E-E] -FE Niro: h! -I'd F': £S 31.! C Or. S"FLI:: I : +I CI: VS F:IR rFe - I -E Liy FFr1 hr r~A=} rim riA „" DFrirrti71 r t, ,h3TR,I rr nr, ,'od,1T rrti-r.:.P. TI 1- nFMrl•J- =tib :r.•;_ ,;F;,I, d7 re:: I I"Y FI r1AF r,tti r711r x''"11 DRr5,k?-r. r, FI ~ : rlJl=l'Jr-FII•J.; r.n r 41IE;1 1:•=fsit Page - 20 Title Commitment Land Title Guarantee Company CUSTOMER DISTRIBUTION Land Tile Dale: iii -10-'.'1114 Property Address: 1091 CR 116 GLENWOOD SPRINGS, CO 81601 Otir Order Number: AE 63008488 6 Ifpart ilaue arrtyinTams. orregrtirs mer assistance, please .-arltact mane at Me=aumbers blow, For C losing Assistance: JanineL. Johnson 1:17 GRAND AVE *200 GLENWOOD SPRINGS, CO 51001 Phone: 370-945-2610 Fax: 500-315206 Entail: bah RSO Closer' sAssistant Becky Blanchard Phone: 970-945-2610 Fax: 100-3184200 Entail: bblanchard@Itge.cnm For Title Assis lance Bruce Rnsellen Bruce Rnsellen 5975 GREEN WiIOD PLAZA BLVD GREENWOOD VILLAGE, CO 50111 Phone: 303-850-4130 Fax: 303-393-4926 Entail: brosellen@Itgc.cani BULLOCK &HINKE$ REAL ESTATE *TDL ` 3110 A BLAKE AVE GLENWOOD SPRINGS. CO 81001 Atrn: ROB E.t.a HINKEY Phone: 9'70-304-2 030 12 9f0-384-2036 Copies 1 Entail: b hinkey@ comcast.net 'Linked CommitmentDeiivery T H PROPERTIES, LLC Attu CLHPROPEx1LES ,LLC Sent Via Realtor LAND TITLE GUARANl COMPANY 1317. GRAND AVE 0200 GLENWOOD SPRINGS, CO $1i 11 Attn' Janice L. `Johnson Phone 970-940-201u 'Fax; 809.310-0200 'Entail j alrn8.4rrL Nc. cram REIIWIAXMOUWAIN WEST*MIX 0900 HIGHWAY 133 CARBONDALE. CO 81023 Attn MICHAEL KENNEDY Phone; 970-963-1940 Fax: 910-903-,9103 Copies: 1 EMaii mikekern edyCosopris net Linked Commitment Delivery I{W GLENWOOD SPRINGS, LLC Attti KEVIN M I IERM N EMei1 1 evin @ thekiernan campaniec cora Sent Via. EMail MYLERLAW EIRAM PC *MC* 211 IriIDL AND AVE # 201 BASALT, CO 01621 Atte. DAVEMVL:ER Phoria: 970-927-0461 Fax' 970-927-0374 Entail dmyler@mylerlawpc.com S en t Via Entail Page - 21 Land Title Guarantee Company a ST0MER DISTRIBUTION Lind Tillie Dale: 07-10-2014 Property Address: 1067 CR L11; GLENWO0D SPRINGS, CO 81501 ARC HIBEQUE LAND CONSULTING Atka TED ARCHIBEQUE Captee 1 EMai1: ied&proleidzuve r cam Senl Via EMai1 MENDELSOHN OSMAN & SPENCER PL C 3915 E. BROADWAY SUITE 225 TUCSON, AZ 85711 Attn: GINAMARIEK. SPENCER Phune: 520-325-7500 Fax 520.323-0014 copier 1 Entail: gpencer@madawyers casae senI Via EMail LAND TITLE CUAI7ANTEE COMPANY 5975 GREENWOOD PLAZA BLVD GREENWOOD VILLAGE. Co 80111 Atte; ANDY SIENMAI+I Phone: 303-E504137 Fax 303393-7837 EMad. aztesananeE+ltgccorn o¢so.mr.o Ioraotai Our Order Number: ABB03008498.6 BULL c3CK & HINKEf REAL ESTATE *TMX" 3110 A BLAKE AVE GLENWOOD SPRINGS, CO 81601 Att& KELLY MCY,1. Phone. 970-384-2030 Fax 970-384-2035 Copies: 1 ETdall knock eeq ,piis.net Linked C ommits:t ent Deily ery GARFIELD & HECHT *MX" 420 SEVENTH S1 0100 GLENWOOD SPRINGS, CO 81601 Atte: DAVID Mc C ONAUCHY Phone 970-947-1935 Fax 970-917-1937 Copi: Entad dinar auglry0gert eldhechl cam Linked Commitment Delivery Page - 22 Pro rcry +tir}i rrza: IIS. :'s]:3IL•'_IVL::. Lr d9f.IJ But ar.'31unuLox: .'ww I :F,`1r": niiT '�R . I . ;�� °= P" !�,1'. I :T I 1 lT I ':AT• � ; •t'"' �T Land "Title Guarantee C uniparry L'aJL-- _I'-] U-'2_11 i-111( i °iti•ir•r IirrnY:F.-f• dlizv U4xiartL Cif{ FR:rFZR=IE5,1LLI:R,'.Jo1:K.117= E..^_ CE_Js.AND7]JE rci i Irr arJ ITILMAjrr_ 119' xfir_ rr.ih .' 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