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Home My WebLink About20201422.tiffCHANGE OF ZONE (COZ) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED; PROPERTY INFORMATION ATION Is the property currently in violation? 0 No / It Yes Violation Case Number: -00234 Site Address: 590 North Balsam Avenue, Greeley go 80631 Parcel Number ,0 9 6 Legal Description: Lo— ECX 16-0165 Total Acreage: 8.483 acres 1 _ .0 4 1 0 0 „o 1 0 Section: . ,, Township - N, Range ' v Existing Zone District: A Agriculture Proposed Zone District: I- 2 Industrial Floodplain: ❑ No / O Yes Geological Hazard: ❑ No I ❑ Yes Airport Overlay: ❑ No / MI Yes PROPERTY OWNER(S) (At₹ach additional sheets if necessary) Name: -Doug Derr and Darwin Derr Company: Phone T: 970-590-2067 and 910-396-930FMail: Street Address: 699 North 1st Avenue City/State/Zip Greeley CO 80631 Code: Name: Company: Phone #: Street Address: City/State/Zip Code: Email: APPLICANTIAUTHORIZED AGENT (Authorization must be included /f there is an Author/zed Agent.) Name: J.C. York Company: J&T Consulting, Inc. Phone # 303-857-6222 Email: jcyork@j-tconsulting.com Street Address: 305 Denver Avenue, Suite D City/State/Zip Fort Lupton CO 80621 Code: I (We) hereby depose and state under penalties of perjury that all statements, proposals, andfor plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this- application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has * e legal au or y to sign for the corporation. Car 4$g Date ignature Date Darwin Derr Signature Doug Derr Print Print r 712612019 DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT RON NMENT 1555 NORTH 17TH AVENUE GREELEY, CO 60631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES Doug Derr and Darwin Derr J.C. York with J&T Consulting, Inc. I, (We), , give permission to (Owner — please print) (Applicant/Agent please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: 590 North Balsam Avenue, Greeley CO 80631 Legal Description: , of Section , Township,, N, Range W Lot A of RECX 16-0165 Subdivision Name: Lot Block Property Owners Information: 970-590-2067 and 970-396-9300 Phone: Applicant/Agent Contact Information: • 303-367-6222 Phone: E�-mail: jaccyork j-tcons ulti ng. corn Ern -Mail: Email correspondence to be sent to: Owner Applicant/Agent Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent Additional Info: Owner Signature: Owner Signatu '-‘1/4NeteRe.„ Date: Date: ip Pore- vaq 7/26/2019 9 Change of Zane/Rezoning Questionnaire Questionnaire Responses The following information addresses each section of the Change of Zone/Rezoning questionnaire and is separated into responses for each specific section. 1. Describe the purpose of the proposed change of zone. The purpose of the proposed change of zone is to bring the zoning into compliance based on the violation currently on the property so that the existing construction equipment being stored is acceptable. 2. Explain how the proposal is consistent with the Weld County Comprehensive Plan. The proposal is consistent with the Weld County Comprehensive Plan because the proposal is for an entity that is involved in Weld County servicing the oil and gas industry utilizing the stored construction equipment to provide earthwork services at oiligas facility sites. Per Section 22-2-80 — Industrial development Goals and Policies, Part A. Goal 1. Promote the locations of industrial uses within municipalities, County Urban Growth Boundary Areas, Intergovernmental Agreement urban growth areas, growth management areas as defined in municipalities' comprehensive plans, the Regional Urbanization Areas, Urban Development Nodes, along railroad infrastructure or where adequate services are currently available or reasonably obtainable. The property is adjacent to existing USR's for gravel mining on the west and the south and the east. The property is located within the City of Greeley's Northeast Industrial Area based on the City's Land Use Guidance Map for their Comprehensive Plan. Property south of the existing USR for gravel mining is also zoned Industrial (I -H) in the City of Greeley. There are also several properties along 8th Street (CR 60,5) that are zoned commercial or industrial within Weld County. 3. Explain how the proposed rezoning will correct what the applicant perceives as faulty zoning, or how the proposed rezoning will fit with what the applicant perceives as the changing conditions in the area. The proposed rezoning will fit with the changing conditions in the area as the existing operations adjacent to the east, west, and south are gravel mining operations that are permitted USR's. There is also an amendment currently being reviewed by Weld County to the north that would potentially surround the property by gravel mining operations. The area is also within the City of Greeley's Northeast Industrial Area per the City's Land Use Guidance Map for their Comprehensive Plan. 4. Explain how the uses allowed by the proposed rezoning will be compatible with the surrounding land uses. Include a description of existing land uses for all properties adjacent to the subject property. The proposed rezoning will be compatible with the surrounding land uses in the area as the existing operations adjacent to the east, west, and south are gravel mining operations that are permitted USR's in the A Agriculture Zone District. There is also an amendment currently being reviewed by Weld County to the north that would potentially surround the property by gravel mining operations. The area is also within the City of Greeley's Northeast Industrial Area per the City's Land Use Guidance Map for their Comprehensive Plan. 5. Explain how this proposal complies with Article V and Article Xl of Chapter 23 if the proposal is located within any Overlay Zoning District (Airport, Geologic Hazard, or El&T Consulting, Inc. Doug and Darwin Derr Change of Zone/Rezoning Questionnaire Questionnaire Responses Historic Townsites Overlay Districts) or a Special Flood Hazard Area identified by maps officially adopted by the County. According to the "Geologic Hazard Area Map of Potential Ground Subsidence Areas in Weld County, Colorado", dated May 10th, 1978, the site is not in a geologic hazard area. According to the According to the Federal Emergency Management Agency Flood Insurance Rate Map (FIRM) Map Number 080212301541 E, effective date January 20, 2016, the change of zone area does not lie within a flood zone area. Based on the Greeley -Weld County Airport "Airport Layout Plan", Sheet 8 of 21 "Airport Airspace Drawing" dated December, 2016, the site is in the Weld County Airport overlay district area. 6. Does the soil report indicate the existence of moderate or severe soil limitations? If so, detail the methods to be employed to mitigate the limitations for the uses proposed. The soils do not have moderate or severe limitations for construction. Permanent structures are not planned for the site. If a permanent structure is constructed on the site in the future, an engineering design will be done for the structure to ensure that its foundation is appropriate for the soils found where it is constructed. Soils reports from the NRCS are attached. 7. Describe the proposed source of drinking water source on the property. If utilizing a drinking water well, include either the well permit or well permit application that was submitted to the State Division of Water Resources. If utilizing an existing public water tap, include a letter from the water district, a tap or meter number, or a copy of the water bill. If public water is proposed for new development, provide a "will -serve" letter from the water provider. The proposed use will not require drinking water as the property is proposed to store equipment and will not have employees at the site for extended periods of time. If in the future drinking water is needed North Weld Water has an existing water line in Balsam Avenue and would serve this property if a tap and raw water was purchased. 8. Describe the proposed sewage disposal system is on the property. If utilizing an existing septic system, provide the septic permit number. If there is no septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health and Environment prior to submitting this application. If a new septic system will be installed, please state "a new septic system is proposed." Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy►. The proposed use will not require a septic system as the property is proposed to store equipment and will not have employees at the site for extended periods of time. If in the future a septic system is needed it will be designed and an ISDS permit application will be submitted to Weld County Department of Public Health and Environment for approval. EnJ&T` Consulting, Inc, Doug and Darwin Derr DATE: 11/28/2019 V:120180#55k09SXO24180§55Z0NE,? 4 ,12119219 8;39:r AK I:I PROPERTY DESCRIPTION Lot A. Recorded Exemption No. 09146-04-OI RECX1$-0165 oa reoordod November 1, 2417 as Reception No. 4348881 of the Recarda of Wald County, located in the Northeast Quarter (NE1/4) of Section Four (4), Township Fhb North (LEN.), Range Witty -five West (R.85W.) of the Sixth Principal Meridian (8th P.M.), County of Weld, State of Colorado. Said described parcel of land contains] 8.483 Acres, more ar lane (&), and le subject to any rights —of —way or other easements of record or or, now existing on said described pared of land. (PROPERTY OM4ER'S CERTIFICATE We, the undersigned, being the sole owners) In fee of the above described property, in hereby request the zoning as shown an the attached map. Doug Derr Dania Derr NOTARIAL _ ER1,)F1C$TE, S TATE OF ) es COUNTY OFF } The foregoing instrument was acknowledged before me this day of , 20, by Doug Dorr and Derwin Derr are owners. Witness my hand and official seal. (SEAL) My commission expires Notary Public pLANNINQ COWISSION CEIk11HCATE We is to certify that the Weld County Planning Commisslan dose hereby recommend to the Board of Camiri esionera, Weld Coounty, Colorado for their confirmation,. approval and adoption of this Zona Change are shown and deoalbod hereon thin day of . 20_. Chairman, Planning Canmiaelon CERTIFICATE 1W APPROVAL DY THE BOARD OF COUNTY COMMISSIONERS This plat 1s accepted and approved by the Board of County Commissioners or Weld County. State of Colorado, Witness my hand and the corporate end of Weld County this day of . A.O. 20----. Chair, Board of County Cornndsslonere ATTEST: Weld County Clerk to the Board By. Deputy Clark to the Board Date SURWEYOR'S.STATEMENT I, Paul B. Groves, a Regietered Prafess►anol Land Surveyor In the Stake of Colorado, do hereby certify that thin Chong* of Zane wan eereay rapreeenled by thle plat was mode under my portioned supervision. sand That this plat Is an accurate representation Thereat. I further certify that this plat complies with all applicable rules, regulations and Iowa of the State of entered*, State Beard of Registration for Prafesslond Engineers and Professional Land Surveyors, and Weld County, Paul B. Graves — On Reknit of king Surveyors Colorado Licensed Prole:M nai Land Surveyor #30200 CHANGE OF ZONE CVZJP- Of Lot A, Recorded Exemption No. 0916-04-01 RECX16-0165, situate in the Northeast Quarter of Section 4, Township 5 North, Range 65 West of the 6th P.M., County of Weld, State of Colorado DOTES FROM THE COUNTY 1) 13) RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: Weld County has soma of the moat abundant mineral resources, including, but not limited to, sand and gravel, all, natural as, and cad. Under Title 34, of the Colorado Revised Statutes, minerals era vital resources bemuse o) the state o commercfol mltnerd deposits are essentiul to the etuto'e aconcrnec (b) the papulaue counties of the state face a critical shortage of Hoch dsposltei and (o) such deposits should be extracted according to a flatland plan, calculated to avald waste of ouch deposits and cause the least practicable dleruptlan of the ecology end quality of life of The Oilman of the populous] couniisg of the state. Mineral resource locations are widespread throughout the County and persona moving Into thee* areas must rccagnlze the various impacts associated with this development. Oftentimes, mineral resource sits me fixed to their geographical and geophyte' locations. Moreover, these resources are protected property rights end mineral owners should be afforded the appartunity to extraot the mineral reeourco. 14) WELD COUNTYs RIGHT TO FARM STATEMENT; Weld County Is one of the meet era -duellers agricultural counties in the United Stater,, typically ranking in the top ten counties In the country in total market value of agricultural product§ cold. Tha rural areas of Wald County may be open and spacious, but they ore intensively used for agriculture. Porsone moving -Into a rural ores must recognize and accept there are drawbacks, ineiudktg conftata with long—standing agricultural raotices and a Isar level of services than In town. Along with the drawbacks come the incentives which attract urban dwellers to relocate to surd areas: open views, spaciousness, wildlife, lack of city noise and congestion, and The rural atmosphere and way of life. Without neighboring Corms, those features which attract when dwellers to rural Weld County would quickly be gone forever. Agricultural users at the fond should not be expected to change their long—eutabliehed agricultural practices to accommodate the latruelona of urban veers into a rural area, Well —run agricultural cavities will generate off —site impcots, Including noble from tractors and equipment; slow -moving farm vehicle° an newel reads: dual (rum animal pone, field *ark, harvest and grovel roads; odor from animal confinement elage and manure; °make from ditch burning; fllos and mosquitoes; hunting and trapping activllew shoaling sports. legal hazing of nuisonae wildlife* and the use of pesticides and ferilrzers in the fickle. inoludina the use of aerial spraying. It. le common practice for agricultural preducers to utilize on accumulation of agricultural machinery and eupplies to'meld In their agricultural operations'. A concentration of miscellaneous agricultural materide alien produorss a visual diaper -4 between rural and urban arse or the County. Section 36-3.5—it12, C.R.S., provides that an agricultural operation shall not be found to be a public. or private nuisance it tin agricultural operation dleged to be a• nuisance employs methods or proatione that am commonly or reasonably associated with agricultural productien, Water has been, and continuos to be, the lifeline tar the tericaiturol community, It Is unreolietic to aesume that ditches and reservoirs may simply be moved out of the leaf of redden -MI development When moving to the County, property owners and residents' must realize they cannot take water from irrigation dllchee, takers, or other utructures, unless they have on adjudicated right to the water. Wald County covers a land area of approximately four thousand (4,000) square miles in size (tike the size of the State of Delaware) with more than three theaeond seven hundred (3,704} miles of state end County roads outelde of municipalities. The eheer magnitude of the area to be served stretches available resources. Law enforcement Is breed an responses to complaints more then on ppotraln of the County, and the distances which 'set be traveled znay delay ail emergency responses, Tduding law enforcement, ambulance. and fire. Fire protection Is usually provided by volunteer° who must leave their Jobe and tenable to respond to emergencies. County wave roads. no mutter hot often they are bladed, welt not provide the same kind of surface expected from a paved rood, Snow removal prinritfes mean that roads tarn nubdlvinlone to arteriole may net be denred for several days after a major snowstorm. services in rural arena, In many coax*, will act be equivalent to municipal services Rural dwellers must, by necessity, he more soli —sufficient ihan urban dwellers. People are exposed to different hazards In the County than in an urban or suburban Patting. Form equipment and oil gold equipment, ponds end irrigation ditches, electrical power far pumps and - cantor pivot operations, high speed truffle, sand bure, puncture vines, territorial farm dogs and livestock, and open burning present real threote. Cantrdlkrg ahiJdren'e aotleities b important, not only for their Befets but also far the protection of the formere livelihood. II 30' 4 s x I I l NORTH QUARTER CORNER SECTION 4, T.$N„ R.e5W. FOUND 3 1/4" ALUMINUM CAP ON 96 REBtR, 19855, t994 IN 84' RIGHT OF WAY PER ROAD VIEWERS REPORT BOCK 10, PAGE 571 JULY 15, 1905 I Ir i rte„ PaG1 A°e'ss DINNT II OIL/OAS I LCIU11ES FA� S83'25' y ACCESS PERMIT ` 1 APt6-494454 1 LEGEND EASEMENT LINE SECTION LINE RIGHT OF WAY LINE BOLIHDARY UNE ®FOUND AUQUOT CORNER AS DESCRIBED O CALCULATED POSITION o► tDtISTING ACCESS POINT N� 509,SU' �. t 1.t z5' raGtoisi ,°4511,47? stitirdcr Ise— tar Acia4noVT 1 AFC ?W .w&' 105 I i 1 S59'50'19"W 230.00 ' UUea RF 1 d RI0HT15EOFIWAY t -'-1 F" - PER CITY OF GREELEY a i 2035 COMPREHENSIVE., - [ 14 TRANSPORTATION PLAN CENTER QUARTER CORNER SECTION 4, T.aN„ R.66W. FOUND 3 1/C ALUMINUM CAP ON fa REBAR, LS 10855, 1994 LOTH i vr.1 PART CHANGE OF ZONE FROM A TO 1-2 6.483 Aems £OTA REC,Yfrs016t 200 100 a 200 fanIc dill2 /WlZMECA NT ! ,e rot A. ,9 55 ,fat 'r I 1 — --- / s S87'31'47W f -'ts. • 200' OIL/GAS TANK BATTERY SETBACK BASIS nF RFARINr.s AND LINEAL tjNlT DEFINITION Assuming the West line of the Northeast Quarter of Seattan 4, T.5N., R.65V1.t as hearing South 0024'45 West manumented by a ,grr mbar with a 3 1/4" aluminum cap clamped PLS 10955, 1984 ai the North Quarter corner and manumented by a je rebut with a 3 1/4" aluminum are stamped PLS IONS% 1994 et the Center Quarter comer, being a Grid Bearing of the Colorado State Plane Coordinate System, North Zone, North American Datum 198'/2011, a distance of 2559.89 feet with all other bearings Contained herein relative thereto. The lined dimensions as contained herein are based upon the "US. Survey Fool" TITLE COMMITMENT NOW This entropy does not constitute a title search by King Surveyors to determine awnerehip Of eneomeots of record. For all Information regarding eeeements, rights —of —way and title of records, King Surveyors relied upon Ekle Commitment Number 539842, dated September 25, 2010 ere prepared by Stowed Title and Title Commitment Number FCC25132183, dated August 20, 2015 es prepared by Land Tiles Gunrantee Company to delineate the aforesaid information. NtTnCE According to Cdarado law you meet commence any legal aatfan based upon any defect in this survey within three year% otter you fret discover such defeat. In no event may any cotton bared upon any defect In this survey be commenced more than ten years from the data of the certification shown hereon. (13-80-105 O.R.S. 2012) £O7'13 "MCA -760165 P1O7'A PART 668.88 t 400 600 SCALE IN FEET SCALE: 1"-200' JAW' LAC O'' diel9,600' MAPS re- MU mow RIK M1 28W l6 bichl N LOT£r C4 RE -16M ROTA PART Soa•OG'20 1 aketer MO .202 Mang Fitt N ham' Net S/.W9 �-p U Weld rLmny lid 64 Al e 33 34 yr ldessi,ty ILd&2 t 'a ea, 4 9 SITE Soh inm MEN TAN., RAW. 3n�erl CRPE.L6l=nrLLi .rlamRT 10 VICINITY MAP SCALE: I' 2040' 5 FILE NAµE,.. 201810555--Z0NE2 SCALE: 1 "eel Dee DRAWN BY: cs CHECKED BY: PG Ct ni C O tn 0 00 'C 0 O CA V d) O erS V L.J E 0 0 bA email.: contact@ phone: (970) 686-5011 4 Cd 6 N cc CJ) 0Nr� W .zL. 0 O 09 O Ce UI Cal <00 Ira CrI-0 re 0]43 Oy„ "rC IL' J Ce OH alp CS 0 td PROJECT #: 20180555 • 1 SHEET 1 OF 1 4538759 11/06/2019 08:05 AM Total Pages: 1 Rec Fee: $13.00 Doc Fee: $10.00 Carly Koppel - Clerk and Recorder, Weld County, CO QUIT CLAIM DEED THIS DEED made this 3 day of ffp; 2019, between Global Asset Recovery, LL.O of he said County of Allen and State of Indiana, Grantor and [Doug Derr and Darwin Derr as Joint Tenants, Elite1 Whose legal address is 9 r E• I' . .u,.,.,,...,. •• • of the said County of Weld and State of Colorado, rants; 1 State Doc Fee $10,00 Recording Fee $13.00 CC) te 3 WiTNESS, that the Grantor, for and in conslderatl n of the sum of ($10.00) Ten Dollars and No Cents, the receipt and sufficiency of which is hereby acknowledged, has rerll$ed, released, sold, conveyed, and QI-.AI !D, and by these presents do remise, release, sell, convey and Quit Claim, unto the grantee, his heirs, successors and assigns, forever' ell the right title, interest, claim and demand which the grantor has in and to the real property, together with lrn provoniente, litany, situate, lying and being in • the Weld and State of Colorado, described as follows, Lot ,, Recorded Exemption No_ 0918-04-1 REO 16.0165 acoording to the plat recorded November f, 2017 es Reception No, 4348801 County of Weld, Sate of Colorado. also known by street and number as: -590 North sa1ssm Avenue, Greeley, CO 80031 TO HAVE AND TO HOLD the came, together with •ail. and singular the appurtenances and privileges thereunto belonging or In anywise th ereunta appertaining, and a li the est*uta, right,title, interest and clatrrt whatsoever, of the grantor, either In law cr equity, to the only proper -use, benefit and behcof of the grantee., his hairs and assigns forever.. The singular n amber shall include the plural, the plural and the singular, and the use of any gender shall be applicable to all genders, IN WITNESS Wi *REDF, the Grantor has axeauted this deed on the date set forth above, Global Asset Recovery, Lie an ' Indiana limited liability company -.4.1 -75:vAsrt. Robert A. Bafkeer, Manta ger/i ornber State of Indiana - County' of Allen The foregoing Instrument was acknowledged -before me this.irasauday er � e ' ..�... � /R7A91fINN� 2019 by Robert A, Baker as tanager em bar of Global Asset Recovery, LLC an Indiana linllted lisbHity company.. Witness ��• fl�{7Q t$ A L atary P tbitor, My commission expires; 7 'seal. 7 OFFICIAL SEAL MICHAEL HOLLIS NOTARY PUBLIC w INDIANA BEN COUNTY 3 Comm, -rags Nov. 180 2021 Taw• r 1,..i. — .•.. �. — _ Siawart'ritle His It; B26892 Belt -Maim Dead CO Papa loil + atilLe "rran--1r •rte sib.r�nert rierd ra •• 14J.SY'...Y-r. •a rdo car Ea .ltii •..yaytn A.Fl7LFl tine YSy LLtfw1..J Mea l.. a Weld County Treasurer Statement of Taxes Due Account Number R8952412 Parcel 096104100010 Legal Description PT NE4 4-5-65 LOT A REC EXEMPT RECX16-0I65 Account: R8952412 GLOBAL ASSET RECOVERY LLC 6530 CONSTITUTION DR FORT WAYNE, IN 46804-1550 r.w4 Year 2018 Charges Miscellaneous 2018 Tax _ Billed $5.00 $1.64 S i tus Address 590 N BALSAM AVE WELD Payments $5.00 $1.64 a Balance $0,00 $0.00 Grand Total Due as of 12118/2019 COLLECT Tax Billed at 2018 Rates for Tax Area 0685 - 0685 Authority WELD COI JNTY SCHOOL FIST #6 NORTHERN COLORCOLORADO WATER (NC WESTERN HILLS FIRE AIMS JUNIOR COLLEGE 1IIGl l PLAINS LIBRARY WEST GREELEY CO►NSE R \'ATION Taxes Billed 2 018 * Credit Levy IP IOW 1 .i ♦•-_-dim. gib -- 414 41 $0.00 Mill Levy 15.0380000* 45.9540000 1.0000000 10.0920000 6.3050000 3.2520000 0.41 40000 82.0550000 Amount $0.30 $0.92 $0.02 $0.20 $0.13 $0.06 $0.01 $1.64 $5.00 Values AG -WASTE LAND Total Actual $65 $65 valor. as as a, eat teas .r%r na lr- nese% ru.'ra.tn. ra r'k1trtIr "re ti ICDCICIParr TAVCC C]1i T1..Jt Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 J Assessed $20 $20 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes issued by the Weld County Treasurer are evidence that as of this date all current and . pr�car year taxes related to this parcel have been paid in full. Signed • Date: 20P f00(eil w;11 become dwe ;n Jain 2020, North Weld County Water District 32825 CR 39 • Lucerne, CO 80646 P.O. Box 56 • BUS: 970-356-3020 • FAX: 970-395-0997 www.nwcwd.arg • email: water@nwcwd.org WATER TAP REQUEST FORM Commitment Letter Fee: $10.00 per equivalent tap for all lots which an "intent to provide service" is denoted in a Commitment Letter (CL). For such CL, the District shall reserve capacity for the applied water service in the delivery system for a period of one year. Expect a minimum 4 — 6 weeks for CL review and processing. Review Fee: $40.00 per lot up to a maximum of $800,00, Contact Information Owner Name: Owner Address: Owner Phone: Owner Email: Property Location Doug Derr and Darwin Derr Agent's Name: J.C. York 699 North 1st Avenue Agent's Address: 305 Denver Avenue, Suite D Greeley, CO 80631 970-590-2067 and 970-396-9300 Agent's Phone: Agent's Email: Fort Lupton, CO 80621 303-857-6222 jcyork@j4consulting.com Please Include a Sketch of the Area and Any Proposed Separation of the Parcel in Question. Physical Address: (If Known) 590 North Balsam Avenue Distance from Nearest Intersection: Include County Road Numbers. Parcel No.: 2125' along Balsam Avenue South to 8th Street 096104100010 Weld County: https://www.co.weld,co.us/maps/propertyportel/ Larimer County: http://mapsl.Iarimer.org/gvh/?Viewer=LIL Half & Quarter: Section: Township: Range: NE1/4 4 5N 65W What Is Your Intent for The Request? Recorded Exemption (RE)? Vacant Land? Subdivision/PUD? 2nd Residence USR? Well Replacement? Lot Line Adjustment? Are Fire Flows Required? ■ Yes No Yes !1 No Yes U No Yes © No ■ Yes 171 No ■ Yes No li Yes F No Doug Derr and Darwin Derr RE No. (Current) Number of Lots: If Yes, Flow Needed? Lot A RECX16-0165 Printed Name of Person Requesting Tap - If Agent, Note Client Name & Agent Name Separately Signature /feJ (9- /20( Date How would you like the Commitment Letter returned to you? St Mail ■ Pick -Up in Person ■ Email North Weld County Water District 32825 CR 39 • Lucerne, CO 80646 P.Q. Box 56 • BUS: 970-356-3020 • FAX: 970-395-0997 www.nwcwd.org • email: waternwcwd.org WATER CONSUMPTION SURVEY To aid in the determination of water consumption for the water service you requested, it is of considerable importance to know as much as possible about how the water will be consumed. Please answer all questions as accurately as possible. If you have questions please call (970) 356-3020. Contact Information Owner Name: Owner Address: Owner Phone: Owner Email: Doug Derr and Darwin Derr 699 North 1st Avenue Greeley, CO 80631 970-590-2067 and 970-396-9300 Agent's Name: Agent's Address: Agent's Phone: Agent's Email: J.C. York 305 Denver Avenue, Suite D Fort Lupton, CO 80621 303-857-6222 jcyork j-tconsulting.com Which best describes your water service needs: How do you plan on irrigating your lawn? Residential Only ✓ Nort St in No. of Family Members: Industrial / Commercial Usage Hours No. of Employees Livestock Operation h Weld County Water District ri Water from Irrigation Ditch Water from Well 2 - 4 hours when at site CI Other (Specify) 2 No. of Livestock: Cattle Horses Sheep Dairy Cows What is the present source of water for your livestock? Hogs Chickens Other (Specify) Would you anticipate using the proposed water tap for watering livestock? es ■ No If you are unable to complete the above, please complete one or more of the below: Please base your design for our tap on a maximum usage of: Gallons per minute Gallons per day Gallons per month Printed Name of Person Requesting Tap - If Agent, Note Client Name & Agent Name Separately V Signature ‘Nar eois? Date How would you like the Commitment Letter returned to you? V+Mail Pick -Up in Person kiEmail 40° 25'59"N ti 40° 25' 50" N 104° 40' 7' VW N Soil Map —Weld County, Colorado, Southern Part 528140 Map Scale: 1:1,930 if printed on A landscape (11" x 8.5") sheet. 528340 0 25 50 100 Feet 0 50 100 200 300 Map projection: Web Mercator Corner coordinates: WGSS4 Edge tics: llTM Zone 13N WGS64 Meters 150 528460 104° 39' 4T Y d ° 8 400 25' 59" N 40° 25' 50" N Ql s, Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/16/2019 Page 1 of 3 Soil Map Weld County, Colorado, Southern Part Area of Interest (gaol) Area of Interest (AC C) Soils O MAP LEGEND Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features w X I. r f d 4 Q.t.! 1 I' 4 Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot ;Pat Wet Spot rt Li Other Special Line Features Water Features Streams and Canals Transportation Rails Brahme Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOl were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA -N RCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 18, Sep 13, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 17, 2015 Oct 2, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/16/2019 Page 2 of 3 Soil Map Weld County, Colorado, Southern Part Map Unit Legend Map Unit Symbol . ; :: Map U nit Name Acres in AOI Percent of A01 Aq uolls and Aquents, gravelly substratum 2.5 25.8% 8 Ascalon loam, 0 to 1 percent slopes 0.6 6.9% 32 Kim loam, 1 to 3 percent slopes 0,1 1.2% 68 Ustic Torriorthents, moderately steep 6.5 67.0% Totals for Area of Interest 9.6 10080% Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 12/16/2019 Page 3 of 3 Map Unit Description —Weld county, Colorado, Southern Part Map Unit Description The map. units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions in this report, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils, Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named, soils that are similar to the named components, and some minor components that differ in use and management from the major soils. Most of the soils similar to the major components have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Some minor components, however, have properties and behavior characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, • especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforts. or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. ,at Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey Y 12/1612019 Pag e l of 8 Map Unit Description ---Weld County, Colorado, Southern Part Soils that have profiles that are almost alike make up a soil series. All the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of a given series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use, On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such.small sma l l areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Additional information about the map units described in this report is available in other soil reports, which give properties of the soils and the limitations, capabilities, and potentials for many uses. Also, the narratives that accompany the soil reports define some of the properties included in the map unit descriptions. Report —Map Unit Description Weld County, Colorado, Southern Part 3Aquolls and Aquents, gravelly substratum Map Unit Setting National map unit symbol: 3627 Elevation: 4,000 to 7,200 feet USDA Natural Resources Conservation Service Web Soil Survey National Cooperat{ve Soil Survey 12/16/2019 Page 2 of 8 Map Unit Desori ption---Weld County, Colorado, Southern Part Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 45 to 56 degrees F Frost -free period: 80 to 155 days . Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season Map Unit Composition Aquot{s and similar soils: 55 percent Aquents, gravelly substratum, and similar soils: 30 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Aq u o lls Setting L andforr r: Swales, streams, flood plains Do wn-slope shape: Linear Across -slope shape: Linear Parent material: Recent alluvium • Typical -profile HI 0 to 48 inches: loam H2 - 48 to 60 inches: gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water (sat): Moderately high to high (0.20 to 2.00 inihr) Depth to water table: About 6 to 48 inches Frequency of flooding: Frequent Frequency of pon ding: None Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cry) Available water storage in profile: Moderate (about 8.0 inches) Interpretive groups Land capability classification 'irrigated): None specified Land capability classification (non irrigated): 6w Hydrologic Soil Group: D Ecological site: Salt Meadow (RO 7BY035 O) Hydric soil rating: Yes Description of Aquents, Gravelly Substratum Setting Landform: Stream terraces Down -slope shape: Linear Across --slope shape: Linear Parent material: Recent alluvium toNatural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/16/2019 Page 3 of 8 Map Unit Description ---Weld County, Colorado, Southern Part Typical profile HI - 0 to 48 inches: variable H2 - 48 to 60 inches: very gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very high Capacity of the most -limiting layer to transmit water `Ksat): Moderately high to very high (0.57 to 19.98 in/hr) Depth to water table: About 6 to 24 inches Frequency of flooding: Frequent Frequency of pending: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to moderately saline (0.0 to 8.0 mmhos/cm) Available water" storage in profile: Moderate (about 6.6 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (nonirrigated): 6w Hydrologic Soil Group: D Ecological site: Salt Meadow (RO67 BYO S5C O) Hydric soil rating: Yes Minor Components Bankard Percent of map unit: 10 percent Hydric soil rating: No Ustic torrifluvents Percent of map unit: 5 percent Hydric soil rating: No 8 --Ascalon loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 2tl n q Elevation: 6,870 to 6}070 feet Mean annual precipitation: 13 to 16 inches Mean annual air temperature: 47 to 54 degrees F Frost --free period: 135 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Ascalon and similar soils: 65 percent Minor components: 15 percent Estimates am based on observations, descriptions, and transects of the mapunit. atNatural Resources Web Soil Survey 12/16/2019 Conservation Service National Cooperative Soil Survey Page 4 of 8 Map Unit Description -Weld County, Colorado, Southern Part Description of Ascalon Setting Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Parent material: Wind -reworked alluvium and/or calcareous sandy • eolian deposits Typical profile Ap - 0 to 6 inches: loam 8t1- 6 to 12 inches: sandy clay loam Bt2 - 12 to 19 inches: sandy clay loam Bk - 19 to 35 inches: fine sandy loam -- 35 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (sat): Moderately high to high (0.00 to 6.00 infhr) 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 (0.1 to 1.0 mmhos/cm) Sodium adsotp tion ratio, maximum in profile: 1.0 Available water, storage in profile: Moderate (about 8.0 inches) Interpretive groups Land capability classification (irrigated): 30 Land capability classification (non irrigated): 4c Hydrologic Soil Group: B Ecological site: Loamy Plains (RO67BY002 O) Hydric soil rating: No Minor Components Olnest Percent of map unit: 10 percent Landform: Terraces Landform position (three-dimensional): Tread Down-slopo shape: Linear Across -slope shape: Linear Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Nunn Percent of map unit 5 percent Landform: Terraces Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 12/16/2019 Page 5 of 8 Map Unit Description ---Weld County, Colorado, Southern Part Landfomi position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No 32 Kim loam, 'I to 3 percent slopes Map Unit etti ng National map unit symbol: 362b Elevation: 4,900 to 53250 feet Moan annual precipitation: 13 to 17 inches Moan annual air temperature: 46 to 52 degrees F Frost -free period: 126 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Kim and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Kim Setting Landform: Alluvial fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Mixed eolian deposits derived from sedimentary rock Typical profile H1 0 to 12 inches: loam H2-- 12 to 40 inches: loam H3 - 40 to 60 inches: fine sandy loam Properties and qualities Slope: I to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Weil drained Runoff class: Very low Capacity of the most limiting layer to transmit water (ksat): Moderately high to high (0.57 to 5,95 infhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: ' None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: Moderate (about 9.0 inches) interpretive groups Land capability classification (irrigated): Se Land capability classification (nonir-riga ted): 4e Hydrologic Soil Group: A Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 12/16/2019 Page 6 of Et Map Unit Description ---Weld County, Colorado, Southern Part Ecological site: Loamy Plains (1 O67BYOO2CO) Hydric soil rating: No Minor Components Otero Percent of map unit: 10 percent Hydric soil rating: No 68—Ustic Torriorthents, moderately steep Map Unit Setting National map unit symbol: 3631 Elevation: 4,450 to 5,100 feet Mean annual precipitation: 10 to 16 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 120 to 160 days Farmland classification: Not prime farmland Map Unit Composition Ustic torriorthents and similar, soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ustic Torriorthents Setting Landform: Escarpments, breaks Down -slope shape: Linear. • Across -slope shape: Linear Parent material: Gravelly alluvium Typical profile H1 - 0 to 10 inches: gravelly sand H2 10 to 60 inches: gravelly sand Properties and qualities Slope: 9 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 inihr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of pondirrg: None Calcium carbonate, maximum in profile: 5 percent salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhosicm) Available water storage in profile: Very low (about 1.8 inches) USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 12/16/2019 Page 7 of 8 Map Unit Description --Weld County, Colorado, Southern Part Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonrrrrga tech) 7s Hydrologic Soil Group: A Hycfr'ic soil rating: No Minor Components Columbo Percent of map unit: 10 percent Hydri c soil dating: No Eckley Percent of map unit: 3 percent l ydrrc soil rating: No Otero Percent of map unit: 2 percent Hydric soil rating: No Data Source Information Soil ,Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 18, Sep 13, 2019 aNatural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 12/18/2019 pages of 8 Dwellings and Small Commercial Buildings --Weld County, Colorado, Southern Part Dwellings and Small Commercial Buildings Soil properties influence the development of building sites, including the selection of the site, the design of the structure, construction, performance after construction, and maintenance. This table shows the degree and kind of soil limitations that affect dwellings and small commercial buildings. The ratings in the table are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect building site development. Not limited indicates that the soil has features that are very favorable for the specified use. Good performance and very low maintenance can be expected. Somewhat/knifed indicates that the soil has features that are moderately favorable for the specified use. The limitations can be overcome or minimized by special planning, design, or installation. Fair • performance and moderate maintenance can be expected. Very limited indicates that the soil has one or more features that are unfavorable for the specified use. The limitations generally cannot be overcome without major soil reclamation, special design, or expensive installation procedures. Poor performance and high maintenance can be expected. Numerical ratings in the table indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (.00) and the point at which the soil feature is not a limitation (0.00). Dwellings are single-family houses of three stories or less. For dwellings without basements, the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. For dwellings with basements, the foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of about 7 feet. The ratings for dwellings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load -supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink -swell potential), and compressibility. Compressibility is inferred from the Unified classification. The properties that affect the ease and amount of excavation include depth to a water table, ponding, flooding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. tai Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/16/2019 Page 1 of 3 Dwellings and Small Commercial Buildings —weld County, Colorado, Southern Part Small commercial buildings are structures that are less than three stories high and do not have basements. The foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. The ratings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load -supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink -swell potential), and compressibility (which is inferred from the Unified classification). The properties that affect the ease and amount of excavation include flooding, depth to a water table, ponding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. Information in this table is intended for land use planning, for evaluating land use alternatives, and for planning site investigations prior to design and construction.. The information, however, has limitations. For example, estimates and other data generally apply only to that part of the soil between the surface and a depth of 5 to 7 feet. Because of the map scale, small areas of different soils may be included within the mapped areas of a specific soil. The information is not site specific and does not eliminate the need for onsite investigation of the soils or for testing and analysis by personnel experienced in the design and construction of engineering works. Government ordinances and regulations that restrict certain land uses or impose specific design criteria were not considered in preparing the information in this table. Local ordinances and regulations should be considered in planning, in site selection, and in design. Report Dwellings and Small Commercial Buildings [Onsite investigation may be needed to validate the interpretations in this table and to confirm the identity of the soil on a given site. The numbers in the value columns range from 0.01 to 1.00. The larger the value, the greater the potential limitation. The table shows only the top five limitations for any given soil. The soil may have additional limitations] v Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 12/16/2019 Page 2ofa Dwellings and Small Commercial Buildings ---Weld County, Colorado, Southern Part • Dwellings and Small Commercial Buildings -Weld County, Colorado, Southern Part Map symbol and soil name Pct. of map unit Dwellings witivuut basements • Dwellings with basements Small commercial buildings Rating class and limiting featufres.. Value Rating class arid. Value limiting features . Rating class and limiting features Value 3—Aquolls and Aquents, gravelly substratum Aquolls 55 Very limited Flooding 1.00 :::_::_:= • Depth to saturated zone - 0.07 unit 8 ----Ascalon loam, 0 to 1 percent slopes Ascalon 85 Flooding. • -.- a ••y sri Depth to satgraa zone:: .4 Very limited Flooding 1.00 Very limited Flooding 1.00 Depth to saturated zone :- [MI r 1.00 Depth to saturated zone 0.07 d d _ .ti ptfi .ta saturated • t -v -limi .... . . ..:. :.......t .......-. ♦xx-:.;:.,-tip-i • t.g r a t e� r 111 Not limited 32 —Kim loam, 1 to 3 percent slopes Kim 90 Not limited 68—Ustic Torn orthents, moderately steep Ustic torriorthents 85 Not limited Not limited Somewhat limited Slope 0.63 Not limited Not limited Somewhat limited Slope Very limited Data Source Information 0.63 Slope Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 18, Sep 13, 2019 1.00 USDA Natural Resources Web Soil Survey C onselrvation Service National Cooperative Soil Survey 12/16/2019 Page 3 of 3 National Flood Hazard Layer FIRMette FEMA Legend 40°26'0_53„N 500 1,000 1,500 2,000 0 250 SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL NO SCREEN Without Base Flood Elevation (BFE) Zone A., V, 499 With BFE or Depth Zone AE, AO, AK VE. AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Area of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone.' Future Conditions 1% Annual Chance Flood Hazard zone x Area with Reduced Flood Risk due to Levee. See Notes. Zone X Area with Flood Risk due to Levee zone a Area of Minimal Flood Hazard Effective LOMRs Area of Undetermined Flood Hazard - Channel, Culvert, or Storm Sewer STRUCTURES I I I u I m I Levee, Dike, or Floodwall OTHER FEATURES MAP PANELS 9 FA Zone X Zone 20.2 Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation — Coastal Transect -m--, Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline Profile Baseline Hydrographic Feature --male -- Digital Data Available No Digital Data Available Unma pped The pin displayed on the map is an approximatf point selected by the user and does not represe an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 12/17/2019 at 4:11:56 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. City of Greeley Property Facts httpligis3.greeleyg,ov.com/Html5ORIGINtivieweNpropertyfacts Property Facts Tools Markup Measure * 0 a + - 4 0 j:j S Home Initial View Pan Zoom In Zoom Out Street View Tool Identify Point PLSS Search Print Share Move icon on map Navigation Layers MOSES Property Facts 7 Greeley Addresses ParceliD {,r Weld County Parcel Information Labels Labels VotingID Weld Voting Precincts L City Voting Wards i Votinglnfo IT Weld County Voting Precincts City of Greeley Voting Wards pi Greeley Fire Districts Fire Stations L Greeley Fire Response Areas M Weld Subdivisions wi Weld Subdivisions ... Home Pane! ',* • }. Layers Searches Sharing Search... .n V In 6th St 7th St WO St tit Greeley... .._ 9th St - st Sunrise sa Li C C 4 6r51 ids n bar -- R liraftS.ti !I charstie& Laura p7 0 500 1000ft C a t •Tt 1 r ti t Li J LzC S t i- - _ *a kik 4 Che • An tGEEt1-ty kkoad 62 0 • • • • • • ri ts, , 1 ofl 12/17/2019, 1:1 1 PM LAND USE GUIDANCE AREAS* D z LLB C, w top •� •CAP o+ ale tras Windsor Employment Uses Business Parks, Major Employers Industrial Uses Industrial Parks, Major Employers Natural Uses Parklands, Open Space 44h•St•Extension — *Land use areas generated from an analysis of Topography Data, Transportation Features (Rail, Highway, Airport Access), Areas of Ecological Significance, Commercial Gravel Deposits. Floodway & Floodplain Information, Hydrography (Canals, Ditches, Draws etc), Regional Features, visibility, and existing Regional Uses. 16th.Steisensinn ea e b ��°fi;;# - OC 1� w -O(St, _ - -20th•S1 `-Prareeview•Exlension Commercial Nodes Special Uses UNC, Aims, NCMC, Downtown Multimodal Corridors Planned transit corridors WCR 66Q I I } cf 161h.S1-42 42nd -St LaSalle 1B1htS1 -- _s_ tarthtstovcR154) WCR•5t) tX U 3 ca U m wr C U k c :-rn of Greeley I LONG RANGE EXPECTED GROWTH AREA (LREGA) Area within which the community expects to grow within the next 20+ years. Subject to Cooperative Planning Areas and IGA's. Updated via annual Capital Improvement Project (CIP) Assessments. TRANSPORTATION U.S. Highway State Highway Major Road eiers Railroad Water Features All planimetric data was digitized from aerial photographs dated May. 2005. Updates are continual and data representations will change over time. This product is nol necessarily accurate to engineering or surveying standards but does meet National Mapping Accuracy Standards (NMAS). The information contained within this document is not intended to be used for the preparation of construction documents - information contained. on this document remains the property of the City of Greeley Copying any portion at this map without the written permission of the City of Greeley is strictly prohibited. J&T Consulting, Inc. Memorandum Date: To: Subject: From: January 7, 2020 Weld County Planning Commission and Board of County Commissioners Mineral Resource Statement J.C. York, P.E. JT Project No. 19114 The parcel described as Lot A of RECX 16-0165 which is 8.438 acres in the SW % of the NE 'A of Section 4, Township 5 North, Range 65 West of the 6th P.M. contains a small sand and gravel resource. Sand and gravel are present to an approximate depth of 70 feet throughout the parcel. The parcel can be considered to contain a sand and gravel deposit; however the parcel is currently occupied by oil and gas facilities on the western 1 /3rd of the property and an oil/gas pipeline easement that runs from east to west approximately 75' north of the south property line. The property is very small and would not be considered economically feasible for sand and gravel mining. 1 305 Denver Avenue - Suite D • Fort Lupton Co 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 From: Marian Duran [mailto:MarianDuran@Greeleygov1com] Sent: Wednesday, October 02, 2019 11:18 AM To: JC York Subject: RE: 8 Acre Property on Balsam Avenue - Potential Annexation and Zoning Importance: High JC. Forgive me, I have not taken care of you, I apologize. We did discuss the proposed annexation thoroughly. The proposed annexation and establishment of zoning would be too far away from City Boundaries to have it integrated or capable of being integrated into the municipality for the following reasons: 1) There is no current contiguity. The contiguity must not be less than one -sixth (1/6) of the perimeter of the area proposed to be annexed. 2) It is not physically practical to extend City services to this area being proposed for annexation and because urban services would not be equal to the terms and conditions that are placed to existing services made available to Greeley Residents. 3) Water extensions and rights -of -way improvements would be the developers burden. 4) Because of the rough proportionality test, the developers would be required to pay development impact fees and adequate public facility upfront. These are relating to the improvements necessary to develop the annexed property. Yet, the City must be careful what is annexed as it too would be responsible for improving services unequal to services provided to current services (see item 2 above). 5) It does not meet the Imagine Greeley Comprehensive Plan, under the following objectives: a. Objective GC -1.1. Growth Management: i. Manage growth to maintain or improve quality of life for Greeley's residents, minimize impacts on the natural environment, and protect or enhance natural features and other resources. b. Objective GC -1.2 Form of Growth: i. Encourage a compact urban form over sprawl or leap frog development. c. Objective GC -1.4 Long Range Expected Growth Area: i. Annexation of land is appropriate in areas where no urban development is anticipated if another community goal is achieved, such as procurement of open lands for community separator/buffer, or for open space or conserved farmland uses; ii. A compact urban form is desirable as an alternative to linear physical growth or development patterns that promote sprawl or leap frog development and result in less efficient use of capital improvements or municipal services; and d. Objective GC -1.5 Annexations: i. When considering a proposed annexation, the City should find persuasive evidence that the inclusion of the property into the City's jurisdiction meets the goals and objectives of the Comprehensive Plan, and that the property can be developed in a manner that will be a positive addition to the city, improve the quality of Greeley's neighborhoods, and can be provided with municipal services. I hope this helps you with inquiry. Let me know if you have further questions. Imagine Greeley Comprehensive Plan Link: http://greeleygov.comf docs/default- source/community-development/long-range-p lann i ng/i magine- greeley/'ima ine greeley ch3 goals-objectives.pdf Marian Duran MUP, City Planner I City of Greeley Community Development I Planning Division 1100 10th Street, Suite 202 Greeley, Co 80631 D: 970-350-9824 O: 970-350-9780 F: 970-350-9800 "The recovery of sprawl to vibrant places is literally our generations greatest challenge." ni Steve Mouzone, New Urbanist From: JC York c jcyork@j-tconsulti ng.com> Sent: Wednesday, October 02, 2019 7:39 AM To: Marian Duran cMarian.Duran@Greeleygov.com> Subject: [EXTERNAL] Re: 8 Acre Property on Balsam Avenue - Potential Annexation and Zoning Just wanted to check in and see what we can do for annexation of this property and zoning for industrial. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 From: Marian Duran cMarian.Duran@Greeleygov.com> Sent: Monday, September 23, 2019 4:26 PM To: JC York Subject: RE: 8 Acre Property on Balsam Avenue - Potential Annexation and Zoning JC, hi! I will do a bit of research regarding this property and provide you more details tomorrow. I apologize for the slight delay in response, but Monday's do get quite busy with the backlog of weekend email.s, if you know what I mean. Have a wonderful evening. Marian Duran MUP, P, City Planner I City of Greeley Community Development Planning Division 1100 10th Street, Suite 202 Greeley, Co 80631 D: 970-350-9824 0: 970-350-9780 F: 970-350-9800 "The recovery of sprawl to vibrant places is literally our generations greatest challenge. " Steve Mouzone, New Urbanist From: JC York <jcyork@j-tconsulting.com> Sent: Monday, September 23, 2019 1:27 PM To: Marian Duran <Marian.DuranGreeleygov.com> Subject: [EXTERNAL] 8 Acre Property on Balsam Avenue - Potential Annexation and Zoning Marian I left a voicemail for you earlier today and wanted to talk about the 8 acre (+/-) property on Balsam Avenue. I have attached a map for reference and wanted to discuss the potential for annexing this property to the City and looking at Industrial zoning. Please give me a call to discuss at your earliest convenience. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 C Off. �, _'''i Y COURT: N T LIj COUNTY: COLORADO Court Address: 915 Tenth. Street,. P.O. Bar 2038, ra. Colorado 80632 R Phone Number: (9 0) 475.-2400 B OAROARD OF C Off.: t CONMISSIONERS OF T COUNTY OF WELD: STATE OF COLORADO; Plaint itf_ GLOBAL ASSET RECOVERY LLC C/O KELLEY HODGE, DARWIN DERR AND DOUG DERR, ID of n dant(s ) Gabriel Kalousek, Assistant Weld County Attorney 1150 "0:: Street P_O_ Box 758 Greeley, CO 80632 Phone Nuuubet _ (970) 336-7235 Fax. Nu ' bet (970) 352-0242 -Mail: gkalousek©eldgov.com Attorney Regis ati in _47499 De`endant's:I DARWIN AND DOUG DERR F OR C OF.1 I USE ONLY Case Nam Tiff: 19-C-32840 Divi .on: C 2nd AMENDED MOTION, T' ELATION, AND ORDER COMES NOW the Plaintiff, by and through its attorney, and Defendants, DARWIN AND DOUG DERR, and moves this court to accept the following stipulation as agreed upon by the parties. 1. This Court has subject matter and personal jurisdiction herein. 2. That the above listed Defendants are now the sole owners and/or occupants of the property described as: PT NE4 4-5-65 LOT A REC EXEMPT RECXI 16-0165 also known as street address and number as 590 N Balsam Ave, Greeley, Colorado 80631. . There have been violations of the Weld County Code Chapter 23, due to the continued presence of derelict Commercial Vehicles, which meets the definition of a Commercial Junkyard and storage without the required county and state permits as stated in the Complaint. 4. Defendants acknowledge that it is possible to correct the violations on the property, and Defendants have the present ability to comply with the terms of this stipulation. 5. Defendants agree to complete the following actions by the following dates: Defendants agree to diligently purse the Change of Zone (COZ) application process through the Department of Planning Services and eventually the Board of County Commissioners. Defendants agree to supply any missing or clarifying paperwork as requested and to attend scheduled hearings/meetings in order to process this COZ application. If this COZ application is approved, a complete Site Plan Review (SPR) application shall be submitted to the Department of Planning Services on or before August 28, 2020, this action would initiate an amended Stipulated Agreement (for processing purposes). If this COZ application is denied, all storage shall be removed from the property on or before August 28, 2020. Initial Penalty has already been assessed. 6. Defendants also agree: To appear in this Court on the review date, unless the case has been dismissed by Weld County. That this Stipulation is just and equitable and not a result of duress. That failure to comply with the above deadlines may result in the County Attorney► requesting the imposition of Daily Penalties at the Review Date Hearing. 7. Plaintiff Weld County agrees: To file a motion to dismiss this case, if Defendants comply with the terms of this stipulation. Plaintiff reserves the right to pursue additional enforcement action against Defendants for any County Code violations that are not included in the Complaint. 8. Daily Penalty. The parties expressly request this Court to order the Defendants to pay a daily financial penalty in the amount of $100.00. The daily penalty shall commence on the review date below if the Court finds, following a hearing, that the terms of the stipulation have not been met or that a violation of Chapter 23 of the Weld County Code still exists. Defendants retain the right to contest the continuation of any daily penalty as provided by law. 9. Review Date. The parties request this Court set a review hearing at 10:30 AM on September 21, 2020 to determine whether the terms of the stipulation have been completed or whether a violation of Chapter 23 of the Weld County Code still exists. Defendants must be ready to proceed to a hearing on the review date. Respectfully submitted, BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO, By: Gabriel Kalousek # 47499 Brett N. Huff, Atty Reg No. 32071 Assistant Weld County Attorney Huff & Leslie, LLP 2480 Gray Street Edgewater, CO 80214 (303) 232-3622 bhuff@huffandleslie.com Attorney for Darwin and Doug. Derr ] The foregoing Motion and Stipulation is ►C EPTED and ORDERED. I Defendant(s) is ordered to pay► an initial civil penalty of ] Defendant(s) is ordered to pay a daily penalty of , to begin on the review date. Defendant etains the right to contest the continuation of the daily penalty ] Review date set for [as stated in paragraph 9]. SO ORDERED. Judge/Magistrate Date Hello