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Home My WebLink About20253140 Change of zone ( COZ ) Application Planning Department Use : Date Received : Amount $ Case # Assigned : Application Received By : Planner Assigned : Property Informalon (Attach additional sheets if necessary. ) Is the property currently in violation ? 121 No / ❑ Yes Violation Case Number : S ite Address : 12524 County Road 25 1 / 2 , Fort Lupton , CO 80621 P arcel Numbers : 1 2 1 1 _ 3 1 _ 1 _ 0 0 _ 0 5 1 Legal Description : Lot A RE - 2235 , PT N E4 S ection : 31 . , Township 3 N , Range ' 66 W ## of Lots : 1 Total Acreage : 3 . 25 Floodplain : 0 No / ❑ Yes Geological Hazard : ! No / ❑ Yes Airport Overlay : ! No / ❑ Yes rezoning Existing Zone District ( s ) : Agricultural ( A ) % proposed Zone District : Light Industrial ( I - 1 ) P roperty Owner ( s ) (Attach additional sheets if necessary. ) N ame : 12524 Weld County Road Realty 1 LLC and 12524 Weld County Road Realty 2 LLC Company : P hone it : ( 720 ) 388 - 0050 Email : alisha@jayhawktrailers . com Street Address : 5600 E . 72nd Ave . City/ State / Zip Code : _ _ Commerce City , Co 80022 Applicant/Authorized Agent (Authorization must be included if there is an Authorized Agent. ) N ame : Kelsey Bruxvoort Company : AGPROfessionals Phone ## : ( 970 ) 535 - 9318 Email : kbruxvoort a© agpros . com Street Address : 3050 67th Ave . City / State /Zip Code : Greeley , CO 80634 ! ( We ) hereby depose and state under penalties of perjury that all statements , proposals , and / or 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 , or 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 the legal authority to sign for the corporation . laiseu totwoort cie2P OS S ignature Date Signature Date Nise \k biteUXVOOrts- P rint Print 02 /24 7 • Departments of Planning Building , Development Review NIL/atArand Environmental health ) Li 1402 North 61 7T" Avenue A � ' - �` �� re Greeley , CO 80632 Authorization Form a R L , give permission to A , GPR � ► fesslonals t , (We ) , 125�4 yY+� � � univ � 9 � ' � � � � D owner please print) (A uthorized Agent/Applicant—please print)- - to apply for any Planning , Building , Access • Gradingor OWTS permits on our behalf , for the property It cated at (address or parcel number) below : Parcel Number : ' 12 '1131100051 Legal Description : Lot A ESE Section- 2235 of Se 31 , Township 3 N $ Range 86 w � Subdivision Name : N /A _ - - - Lot NIA Stook N /A Property Owners information _ Address , . 5600E 72nd Avenue , Commerce City , CO 8 022 Phone . 720 - 388 - •0050 E- mail : allsha ©jayhawktraliers . c om Authorized Agent/Applicant Contact Information : Address . • 3050 67th Avenue , Greeley , CO 80634 Phone . • 970- 535- -9318 _ E - • Mail : sarchambaultQagpros . com Authorized Agent/Applicant � by : Mail Errrail � Correspondence t0 be sent to : Owner . � . Aut Additional Info : Y careful ! reading the entireentirecontents of this document, i (We ) here► certify , un penalty of perjury and after t the I r•matio . ed above is true and correct to they beat of my ( our) knowledge . e . iha � Date 514 . Date Ownev ignature Owner Signature • me this ( Itsts " day of MaNari 20 2.1,S by ed and sworn to before Subscribed W( CX-1 eeramin-kr ZeirAtiStAt !illy commission expires Otel # 2:52S f Notary Public IF ALISHA NICOL . E GILLESPIE Notary Public Stets of Colorado Notary I # * 2021402048 € My Commission Expires 058. 25 - 2025 02 /24 Departments of Planning Building , Development Review a- lot . rai and Environmental Health ) i o; ' 1402 North 1 7TH Avenue r - � ' � P . } . Box 758 � . . Greeley , CO 80632 - —04 Authorization Form t2524 Weld Counter Road Realty 2 ! . l_C , give permission to AGPROiessionais 1 , e ) � - �fawner please pant) (Authorized Agent/Applicant-please print) � - _ � to apply ' for any Planning , Building , Access , Grading or OV11TS permits on our behalf, for the property It cated at ( address or parcel number) below : Parcel Number : 121131100051 ' Legal Description : . Ot A R � - 2235 of Sea n 31 Township 3 N , Range w Subdivision Dame : i'1iA - - Lot NIA Block NIA Property Owners Information : Address : 5800 E 72nd Avenge , Commerce City , CO80022 Phone . • 72048840050 E - mail : Ostia iayhawktrailers . cor' n Authorized Agent/Applicant Contact information : Address : 3050 87th Avenue , Greele , CO 80834 Phone . 970- 535 - 9318 E - Mail : sarchambault@a • pros - 0m Correspondence to be sent to Omer l Authorized Agent/Applicant X by : Mai Email X . . _ , � , . . Additional Info : • and after carefully reading the entire contents of this document , l �Vlte } hereby certify , under penalty of perjury at the information stated above is true and coact too the best of my ( our ) knowledge . qbAk M Date ' litY ale , lam Owner Sign tore Owner Signature Subscribed an * worn to befgte me dills ‘4,001.-- day of _S\-1 20 a, by • s 1 41 A a . , J1rar e • gra • fission expires Illy commission pC5- 7A ZekSe AL s Notary Public ALtSHA NICOLE GILLESPIE Notary Public State of Colorado Notary ID # 20214020485 My Comm fission Expires 0546 - 2 +025 9 02f2 Ni es_64,Ns k q 0 0 5011 0 0211 412 025 1 0 : 47 � 0# o T • ta'iia es : 1 Rea Fee : 4 , 100 U • 9 � � � = t . fa es - Clerk a 'ecarder Weld Cou , C0 %' Q' S". r Y � p � ' C © ® © C0% /v e WHEN RECORDED • : ie � rski , Manager o Ne' @ \" •es\ ssiREf" URN TO : - • ; i East 72nd Avenue a,AcC> onnerce City , Colorado4 ' Tile 4 911144 CkC\ *4 120 .4 .4kArn awl_ 0 0 0 0 0 c9 STATEMENT OF ALIT CellITY CD `k0 ' is 038- - 30 - 172 , ` = $ . ) i?' # %Is* ir ( This Statement of Authori :� - -" . to an entity ' named <\© ®%• • ' ,� `, ty ty <10% COUNTY fi r : I REALTY 1 LLC A COLO ' • 4 � 4 MITED LIABILITY COMPA 12524 WELD CO s 0 2 . The type of entity i ° ° ° i Co ration Lptiegistered Limited Liability Partner III ` on Registered Limited Liability - r + Partnership h [ on � '17 � 0 Oran � '� ' t� A a li g3 '- • Liability Company ° Iii Limited Partnership • tr ion ® C) ° alp General Partnership El Government or Gmental Subdivision or Agency42 `J111 Limited Partnership ,.;* III Trust (6.1%1? Nw., (een% 'cw.ef ("en%%* <1,")\ Ni ° 3 . The entity is formed t = - r the laws of Colorado °� `� # ir 4 . The mailing add + .: sr the entity is 5600 East 72n nue , Commerce City, Golora S022.• # 5 . The X s rk X position of each person atgtfidrized to execute instruments coo s •44 ; ng , encumbering or otherwise t ing title to real dik - prope tv. behalf of the entity is Aaron 7410tiski as Manager p1-1 o 0 IC CP - . @); , c\:9 ® 6 . autharity of the foregoing persotto bind the entity . C is2 not I is limited as follows : nlas (#1concerning the I • ;It in which the a deals ' i es#s in real property : nla � � ?ther matters �. �+' ' � 9 %IP<0 ' � • � xecuted on behalf of the e ' ► t o want to the provisions of pa - , C . R . S . 3 ege‘ 8 . This Statement of Autho , �, • r < car- f Authority executed of ° 9 . This Statement of • - � � amends and supersedes to _ • . - pests any and aU prior dated ants o .6 ° the entity . ee €) 4 Executed this thdt February 12th , 2025 - •4 4 • V O • O O Qs o 0 12524 WHla OUNTY ROAD REALTY 1 L Co, • K`- J COLCW,P0 UM LIABILITY _ MPkNy) (efir 1 Rtn%3> (S191°. -4%tir (enS)1;* \ww// - it ‘ \ di 4 : :. I)b . . <4: \ :I: MABEL ESTHE : NABRIA (s108Aaron ZbiersidNal , Managers %% NOTARY , ' LID <O>),4 • 4\\ 0 ° STATE C, P 3LORADO e cVs1 # NOTARX11,10204003717 State of (� 'it , } MY COMMISSION EXPIRES 06i 18/202$ 4 • 4 O ss O 4 County of cilikitli d• S (?9 ° } e ®() The f • st:l ing instrument was acknowla sA�•i + : efore me on this day of Feb r' 12th , 2025 by AARON SBIE - v S PRESIDENT OF 12524 C2 � . ►g OUNTY ROAD REALTY 1 T • - CCLORADt3 LIMITED DAB CMPANY re5.1%,P (En<1.° A\SOfitness m hand and officials %L _ ` g /A4% ° All Commission expires :: : 9- 6 �' ' � - ; ` -- fl t5 '( ) . dczQ ( : .Y xPi N► a Publi J4 4 tThis form shoutegite used unless the entity is capable of •y � . title to real property . 2Tt � e absermiCe limitation shall be prima facie evidence no such limitation exits . 0 0 Q9 Y i ' he : { : of authority must be recorded to obtain !`af is tithe statute . 4 %14* %Ct re, %P. i•Osie? C‘P a SI@) Form 884 clQscngirecording htinl � � 5214946 ttI . g (I) v c ©\> 47707602 © 0 • fit. �' + a a 501 le * 02 / 1 4 /2 025 1 0 : 47 ,� ®N-/ C (?9 % ns : 1 Ree Fee : ;;I:100 T4ta a � e i � b � Qn%r� - a ,, , .. recorder Vlleld Cou NCO y Koppel Clerk ', N.:/ leoi ® <4. 9' 't\> - e t t> a•Ct\23% ,ars<e* WHEN RECORDED tenon Zbierslo , Manager a • t4&14 9 RETURN TO : _ East 72nd Avenue ^ -- min City, Colorado S fi ' / Co arcs ty,4c-N 4 4 Land Tale Q a c v • 4® © 72, 0 U U STATEMENT OF AUllEIORITY co � �,' ( §38 - 30 - 172 , . ) .e Cr # S7 's� '� rrfi 1 named g% � � � �c3S � I . This Statement of Autha14,41/4s to an e ty /A = P - A tUTY COMPA WELD COUNTY D REALTY 2 LLG A C�} Lt,� LIMITED LIAR � 2s2a EL . � , � 2 . The e of anti i 0 �' � ° K\43.@ type entity Ca ratio141# ee\c\H€› = istered Limited liability Partn tii rpo g � Y P 0 No � Q rdt101 aRe9lstered Limited LabiG ed Partnership a4 d Es A •p ' • ed Liability Company ` ter" ❑ Limited Partnership • � .� . * 410n (?9 ° e i%,,*-4 Genera! Partnership > ❑ Government or Armental Subdivision or Agen `� D 1110 Limited Partnership ❑ Trust Pe A.# 4%1** 6% ll°1 r g% cOSY. 4e 0> A r•,"\\, iv., Ns, , ThN, Ne? 3 . The entity is fo ►itr• r the laws of Colorado 4,c) ilkir 4(6 63-C\> . The mailing adde far the entity is 5600 East elgt anus , Commerce City, Col • . , ,,k : i 122 . X position of each person - - , , . ` zed to execute instruments « • = . in , encumbering or otherwis - t ing title to neat 5 . The pos P �= v 9 9 �, pro behalf of the entity is Shann v • erski as Manager a a S® ® ® 6 . authority of the foregoing perso, to bind the entity : M is2 not + , s ❑ is limited as follows : 14/1\ r j .%ther • + - . win real ro 11ttA matters concerning the . LI r in which the en deals wi ' ` l"bests property : . 3%t wI lt% ; . •' r visions of • `�� 72 C . R . S . 3 1q3 xec ed © n behalf of the en uant to the o , ,(6,88 . This Statement of Autho , � � e ut R § � � a 9 . This Statement of • a " amends and supersedes in spects any and all prior dated = 3 �� 0 merits of Authority executed o : 13% - f of the entity . ,ew e"3-1 Executed this • • :414 February 12th 2025 se A o4 Kee gOUNTY La a va 1252� 4 W a i ROAD REALTY 2 L 1 , E , ESTHER SANABRIA 1 CD COL081,0 U ITED LIABILITY COMP �� a NOTARY PUBLIC k l > - > ' 'Q '' r` TATE OF COLORA , r , Q " VA ' , LDa0 ' ARY ID 20201 1 { (e• - _.... :-...-. Alf . 4 - ea\> 1 Vd V COMMISSION EXPIRF06/18/2028 1 e td) Shannon Zbie Ma agar_ • a 1 .© V 4Cd'\) 45' . --L jil # €) 4€) State of a Cal . c • b 4 } 4 4 A Q O } SS . Q 4 County of es44, WAS °J ) ® () ° @;) The f • , :Aim instrument was acknowl + vs,.= � . - fore me on this day of Feb 12th , 2025 by Shannon niers Manager of 12524 WELD ettt C go 4 E . ROAD REALTY 2 LLC A ," • 4 DO LIMITED UABIUTY COMPANY • 6%. Vr- a)C31rtness my hand and official = 5. 1 Ni . • ` � AC g% ° My Commission expires : 1- ki - -- qp,. • G.," a Notary Public • . ‹o 4 4 4 a o - . 1i CS 1 Thfs fOrrn ShOuid tit be used unless the entity is capable r • t . : title to real property . 6 ,,, , ' abserca Any limitation shall be prima facie evidence fi no such fcrnitatitut exists . 0 reneQ° 3The stpctikrt of authority must be recorded to obtalaine5ts of the statute . 4 V W re/1%P rec 1.C,4* e)V:1 @%r 1# 1 S 1 d f \r:/ 4\\> 43% 1( Farm 884 closin recordin - • +4%. html 25214946 a a ev ( 47910096) 6°3 \, I I HII (J4 IS 1 -_ ? e Colorado Secretary of State Co orado ID # : 20251034921 Document # : 20251034921 Secretary of State Filed on : 01 / 09 / 2025 10 : 47 : 31 AM e Paid : $ 50 . 00 Articles of Organization for a Limited Liability Company filed pursuant to § 7 - 90 - 301 and § 7 - 80 - 204 of the Colorado Revised Statutes ( C . R . S . ) The domestic entity name of the limited liability company is 12524 Weld County Road Realty 1 LLC The principal office street address is 5600 E 72nd Ave Commerce City CO 80022 US The principal office mailing address is 5600 E 72nd Ave Commerce City CO 80022 US The name of the registered agent is Aaron Zbierski The registered agent ' s street address is 5600 E 72nd Ave Commerce City CO 80022 US The registered agent ' s mailing address is 5600 E 72nd Ave Commerce City CO 80022 US The person above has agreed to be appointed as the registered agent for this entity . The management of the limited liability company is vested in Managers There is at least one member of the limited liability company . Person ( s ) forming the limited liability company Exchange Strategies Corporation 900 E Hamilton Ave Ste 100 Campbell CA 95008 US Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery , under penalties of perjury , that the document is the individual ' s act and deed , or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing , taken in conformity with the requirements of part 3 of article 90 of title 7 , C . R . S . , and , if applicable , the constituent documents , and the organic statutes , and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part , the constituent documents , and the organic statutes . This perjury notice applies to each individual who causes this document to be delivered to the Secretary of State , whether or not such individual is named in the document as one who has caused it to be delivered . Name ( s ) and address ( es ) of the individual ( s ) causing the document to be delivered for filing Jordan Born 900 E Hamilton Ave Ste 100 Campbell CA 95008 US Colorado Secretary of State Co orado I D # : 20251034949 Document # : 20251034949 Secretary of State Filed on : 01 / 09 / 2025 10 : 51 : 15 AM e Paid : $ 50 . 00 Articles of Organization for a Limited Liability Company filed pursuant to § 7 - 90 - 301 and § 7 - 80 - 204 of the Colorado Revised Statutes ( C . R . S . ) The domestic entity name of the limited liability company is 12524 Weld County Road Realty 2 LLC The principal office street address is 5600 E 72nd Ave Commerce City CO 80022 US The principal office mailing address is 5600 E 72nd Ave Commerce City CO 80022 US The name of the registered agent is Shannon Zbierski The registered agent ' s street address is 5600 E 72nd Ave Commerce City CO 80022 US The registered agent ' s mailing address is 5600 E 72nd Ave Commerce City CO 80022 US The person above has agreed to be appointed as the registered agent for this entity . The management of the limited liability company is vested in Managers There is at least one member of the limited liability company . Person ( s ) forming the limited liability company Exchange Strategies Corporation 900 E Hamilton Ave Ste 100 Campbell CA 95008 US Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery , under penalties of perjury , that the document is the individual ' s act and deed , or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing , taken in conformity with the requirements of part 3 of article 90 of title 7 , C . R . S . , and , if applicable , the constituent documents , and the organic statutes , and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part , the constituent documents , and the organic statutes . This perjury notice applies to each individual who causes this document to be delivered to the Secretary of State , whether or not such individual is named in the document as one who has caused it to be delivered . Name ( s ) and address ( es ) of the individual ( s ) causing the document to be delivered for filing Jordan Born 900 E Hamilton Ave Ste 100 Campbell CA 95008 US GPROfessionals D L \ ` or E L O P E R S OF A G R I C U Lf 1 12 R WELD COUNTY CHANGE OF ZONE ( COZ ) QUESTIONNAIRE Prepared for 12524 Weld County Road Realty 1 LLC and 12524 Weld County Road 2 Realty LLC This Change of Zone ( COZ ) application has been submitted in conjunction with a Site Plan Review ( SPR) application . Both applications are expected to be reviewed in conjunction with one another . Please refer to pre - application case no . PRE24 - 0334 . Planning Questionnaire : ( Section 23 - 2 - 50 of the Weld County Code ) 1 . Describe the purpose of the proposed Change of Zone . 12524 Weld County Road Realty 1 LLC and 12524 Weld County Road Realty 2 LLC ( d /b / a Jayhawk Trailers ) are requesting a COZ from the Agricultural ( A ) Zone District to the Light Industrial ( I - 1 ) Zone District to allow for their proposed operations . Jayhawk Trailers ' proposed use is trailer sales and service , which is a permitted SPR use in the I - 1 Zone District . 2 . Describe the current and previous use of the land . The approximately 3 . 25 - acre subject property is described as Lot A RE - 2235 , located in Part of the Northeast Quarter of Section 31 , Township 3 North , Range 66 West of the 6th P . M . , Weld County , Colorado . The site has an existing Use by Special Review ( USR) permit , case no . USR - 1385 , for slide in truck camper sales , indoor storage of slide in track camper parts , embroidery / sewing of slide in truck camper cushions , hats and jackets , and sales of hats and jackets . Proposed use of the property is trailer sales , parts sales , trailer service /repair , truck upfitting , propane sales , outdoor display , and an indoor showroom . There will also be an associated office / administrative component in the existing shop building . 3 . Describe the proximity of the proposed use to residences . There is a residence approximately 1 , 300 feet northwest , and a residence approximately 1 , 800 feet north of the site . 4 . 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 property is currently in the A Zone District , which no longer accommodates the proposed operations due to recent code changes . Rather than completing a minor amendment to USR - 1385 , this COZ and the concurrent SPR are required to change the use of the property from camper sales to trailer sales . ENGINEERING , PLANNING , CONSULTING & REAL ESTATE 3050 67th Avenue , Suite 200 ❑ Greeley , CO 80634 970 . 535 . 9318 / office ❑ 970 . 535 . 9854 / fax ❑ www . agpros . com Page 2 of 5 5 . 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 zone is compatible with existing and future land uses . The property is situated in a strip of businesses along Highway 85 . Directly north of the site is an oil and gas support and service facility for the storage and repair of oil field equipment and the storage and distribution of drilling fluid products , case no . 1MUSR17 - 06 - 1542 . Further north is an oil and gas support and service facility for storage and repair of downhole oil field tools , case nos . USR- 1216AM and subsequently SPR- 435 . Irrigated agricultural fields are to the west and south of the subject property . 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 . Based upon the Geology Report completed by Substrata on February 26 , 2025 , near surface site soils consist primarily of low plasticity clay loam from the Dacono clay series . The report did not indicate the existence of moderate or severe soil limitations that would require mitigation . 7 . Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code . This proposed change of zone is consistent with the Weld County Comprehensive Plan . The change of zone achieves several of the goals and objectives of the comprehensive plan , as follows : Section 22- 4- 10 — Comprehensive Plan Map A . 1 . Areas of opportunity for commercial and industrial development. These are potentially logical areas for rezoning land to C (Commercial) , I (Industrial) , and Planned Unit Development (PUD) containing C and I uses based on transportation infrastructure of roads and railroads . The map is intended to encourage rezoning in appropriate areas . B . Weld County Opportunity Zones . if in compliance with the other provisions in this Section , zone changes to C (Commercial) , I (Industrial) , and Planned Unit Development (PUD) containing C and I uses are preferred in the following locations : 1 . Within one mile of interstates . 2 . Within one - half mile of U. S. highways . 3 . Within one - half mile of the County Highway (Weld County Road 49 between I- 76 and State Highway 392) . 4 . Within one - quarter mile of railroads . 5 . Within one - half mile of the following types of intersections : a . Collector/arterial, b . Arterial/arterial, c . Collector/highway, and d. Arterial/highway. According to the Comprehensive Plan Map , the subject property is located within an Opportunity Zone due to its proximity to transportation infrastructure , including Highway 85 , collector roadways , and the Union Pacific Railroad . It is adjacent to Highway 85 and approximately 200 feet west of the Union Pacific Railroad . The site is also within one - half mile of the intersection of County Road ( CR) 28 and Highway 85 . CR 28 classified as a collector roadway . CR 28 connects to a series of other collector roadways to the west . Page 3 of 5 8 . Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities . Weld County encourages ` urban development ' to occur within municipal limits . One of the key elements of ` urban development ' is the need for public water or sanitary sewer service . As the site is already developed for business uses and the well water and septic system are adequate for the proposed uses , no urban - level services are needed to change the use of the site from camper sales to trailer sales . The site is in an area where commercial development exists and is expected to continue to grow . The subject property is within the Intergovernmental Agreement Areas ( IGAs ) of the City of Fort Lupton and the Towns of Platteville , Mead and Firestone . A review of the adopted master plans of affected municipalities is below . City of Fort Lupton : According to the City of Fort Lupton ' s Comprehensive Plan ' s Future Land Use map , the subject property is located outside of the city ' s planning area . Fort Lupton returned a Notice of Inquiry ( NOI ) response stating that this site is located north of the Fort Lupton - Platteville IGA and that the applicant should contact Platteville . Town of Platteville : The subject property is approximately 2 miles south of the center of Platteville and within Platteville ' s Urban Growth Area . Platteville has annexed Highway 85 in front of the property in order to incorporate a business approximately 1 . 5 - miles south of the site . As there is no need to obtain urban utility services from Platteville and there is no community of interest in pursuing annexation at this time , this development will remain in Weld County ' s jurisdiction . Platteville return a NOI response instructing Jayhawk Trailers to proceed with Weld Couty ' s land use process . NOI responses are included in the application package . According to the Platteville Comprehensive Plan Planning Areas Map , the site is within the Developing Urban area . Urban growth and development are desired within the Developing Urban areas . According to the Platteville Three Mile Area Plan Map the site is within the Commercial / Industrial Land Use Area . The proposed Change of Zone is consistent with this future land use designation . Town of Mead : According to the Town of Mead ' s Comprehensive Plan , the subject property is outside of Mead ' s Planning Influence Area and is east of the area shown on the Future Land Use Plan map . Town of Firestone : The subject property is outside of the Town of Firestone ' s Urban Growth Boundary and is not included in the Firestone Master Plan map . Page 4 of 5 9 . Explain how this proposal impacts the protection of the health , safety and welfare of the inhabitants of the neighborhood and the county . The proposed COZ is not expected to have impacts on the health , safety , and welfare of the inhabitants of the neighborhood or the county . The site is already developed for vehicle sales and service and very little changes are proposed to operate the site for trailers sales and service . 10 . Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District ( Airport , Geologic Hazard , or Historic Townsites Overlay Districts ) or a Special Flood Hazard Area identified by maps officially adopted by the county . The subject property is not located within any Airport , Geologic Hazard , or Historic Townsite Overlay Districts , or Special Flood Hazard Areas . Environmental Health Questionnaire : ( Chapters 14 , 23 , and 30 of the Weld County Code ) 1 . Discuss the existing and proposed potable water source . 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 a public water tap , include a will serve letter from the Water District , a tap or meter number , or a copy of the water bill . There is an existing commercial exempt well , permit no . 238499 , that will continue to provide water service to this site . 2 . Discuss the existing and proposed sewage disposal system is on the property . If utilizing an existing on - site wastewater treatment system ( OWTS ) , provide the OWTS permit number . If there is no permit due to the age of the existing system , apply for a permit through the Department of Public Health and Environment prior to submitting this application . If a new OWTS system will be installed , please state " a new on - site wastewater treatment system is proposed . " Only propose portable toilets if the use is consistent with the Department of Public Health and Environment ' s portable toilet policy . There is a septic system on site , permit number SP - 9800292 . It will continue to be used for the anticipated operations . Public Works Questionnaire : ( Section 8 - 11 - 40 , Appendix 8 - Q , and Section 8 - 14 - 10 of the Weld County Code ) 1 . Describe the access location and applicable use types ( i . e . , agricultural , residential , commercial / industrial , and / or oil and gas ) of all existing and proposed accesses to the parcel . Include the approximate distance each access is ( or will be , if proposed ) from an intersecting county road . State that no existing access is present or that no new access is proposed , if applicable . The existing approved commercial / industrial access for this site is located on CR 25 . 5 approximately a half- mile south of CR 28 . Page 5 of 5 According to the CDOT referral letter provided for the pre - application meeting , there is an existing fenced - off access located 0 . 73 - miles north of Milepost 248 , on Highway 85 that will need to be closed . An access permit for the closure of this access will be submitted to CDOT . 2 . Describe any anticipated change ( s ) to an existing access , if applicable . There are no changes proposed for the existing access on CR 25 . 5 . The fenced - off access on Highway 85 will be formally closed via a CDOT access permit and the removal of existing access improvements . 3 . Describe in detail any existing or proposed access gate including its location . No gates are existing or proposed . 4 . Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road . Include the approximate distance each access is from an intersecting county road . There is a field access approximately 200 feet south of the property access on the west side of CR 25 . 5 . There is a commercial access approximately 230 feet north of the property on the east side of CR 25 . 5 . Both accesses exceed the 150 - foot access spacing requirement for local roadways . 5 . Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access . As CR 25 . 5 is a relatively flat and straight roadway in front of the entry , and there are no significant visual obstructions in the sight triangles , no difficulties seeing oncoming traffic from the existing access are anticipated . 6 . Describe any horizontal curve ( using terms like mild curve , sharp curve , reverse curve , etc . ) in the vicinity of an existing or proposed access . CR 25 . 5 is a relatively straight roadway in front of the entry and there are no significant horizontal curves in the vicinity of the existing access . 7 . Describe the topography ( using terms like flat , slight hills , steep hills , etc . ) of the road in the vicinity of an existing or proposed access . CR 25 . 5 is a relatively flat roadway in front of the entry . l AGPROfessionals • _ a . DEVELOPERS OF AGRICULTURE Names & Addresses of Oil and Gas , Irrigation Ditches / Laterals , Pipelines , Overhead Lines , Railroads & Other Infrastructure Prepared for 12524 Weld County Road Realty 1 LLC and 12524 Weld County Road Realty 2 LLC Weld County CGZ Application Infrastructure Owner Name Address O & G Wells None found N/A N/A Irrigation Ditches /Laterals None found N/A N /A Pipelines None found N/ A N /A h Overhead Transmission Lines None found N /A N/A Railroads None found N /A N/A ENGINEERING, PLANNING , CONSULTING & REAL ESTATE HQ & Mailing: 3050 67th Avenue , Suite 200 , Greeley , CO 80634 1970 - 535 - 9318 office I 970 - 535 - 9854 fax Idaho : 213 Canyon Crest Drive , Suite 100 , Twin Falls , ID 83301 I 208 - 595 - 5301 vvww . a yriros . com FebruaryA,A#.44r SUBSTRATA 2d , 2025 CONSULTING ENGINEERS AgProfessionals , LLC 3050 67th Avenue , Suite 200 Greeley , Colorado 80634 Attn : Kelsey Bruxvoort Re : geology Report Proposed Jayhawk Trailers Facility - - Parcel ## 121131100051 Part of the Northeast 'A of Section 31 , T3N , R66W of the 6th P . M . 12524 County Road 2512 , weld County ( Fort Lupton ) , Colorado Substrata Project # 25 - 1051 Ms . Bruxvoort : Substrata LLC ( Substrata) personnel have completed the geologic evaluation you requested for the above referenced parcel . our evaluation was completed through review of mapped and published information concerning site soil and groundwater conditions . A list of the references reviewed is included with this report . The subject property includes a total of approximately 2 . 78 acres located in a part of the northeast quarter of Section 31 , Township 3 North , and Range 66 west of the 6th Principal Meridian in Weld County , Colorado , We understand the existing site commercial structure will most likely remain unchanged and be used for the sale of trailers , truck beds , truck up - fitting , repairs , and trailer parts . The existing residential structure on site is also expected to remain unchanged . We understand , wastewater generated by the existing commercial buildings will continue to be disposed of through an on - Site Wastewater Treatment System ( OWTS ) . The included soil type delineation diagram outlines those soil groupings identified at the site by Weld County Soil Conservation Service ( SCS ) maps . SCS descriptions of those soil types are included with this report . In general , the near surface soils at this site consist primarily of low plasticity clay loam from the Dacono clay series . Geologic maps of the area indicate the mixed alluvium overburden soils are underlain by the Laramie bedrock formation from the Upper Cretaceous period consisting of shale and claystone . According to SCS data , the depth to bedrock across the site could be expected to be greater than 6 feet below ground surface . Mapped information indicates the property is not in an area Substrata LLC 3522 Draft Morse Court • Loveland , CO 80538 • ( 970 ) 535 - 614 4 Geology Report Proposed Jayhawk Trailers Facility — Parcel # 121131100051 Part of the Northeast 'A of Section 31 , T3N , R .66w of the 6th P . M . 12524 County Road. 251/2 , weld County ( Dort Lupton ) , Colorado Substrata Project # 25 - 1051 2 identified as being flood prone and would be expected to have groundwater depths greater than 6 feet below ground surface . In addition , the subject property falls within an area identified as having the potential for economically recoverable oil and gas resources . Active wells tapping the referenced field exist around the referenced parcel . we expect the existing active well sites could be utilized to extract oil and gas resources that may exist beneath the subject area of evaluation through directional drilling procedures such that development of the subject parcel would not impede recovery . Based on our review of SCS data , the subject parcel does not fall within those areas identified as having economically recoverable gravel resources , while the subject parcel does fall within an area identified as a ` fair " source of potential sand . As part of our review , we did not identify any economically recoverable coal or metallic mineral resources on the subject site . During our review of available site data , we did not identify other potential geologic hazards as outlined in H . B . 1 04 1 . We appreciate the opportunity to be of service to you on this project . If you have any questions concerning the enclosed information or if we can be of further service to you in any way , please do not hesitate to contact us . Respectfully , Substrata LLC Reviewed by : it ase<t> 4 * WC **It e<Slee .1 44p7it L as '�1 Cooper Brown Darrel DiCarlo , P . E . Project Engineer Senior Project Engineer Geology Report Proposed Jayhawk Trailers Facility - Parcel # 121131100051 Part of the Northeast 1/4 of Section 31 , T3N , R66w of the 6th P . M . 12524 County Road 2512 , weld County ( Gott Lupton ) , Colorado Substrata Project # 25 - 1051 3 REFERENCES 1 . Colton R . B . and Harold R . Fitch , 1974 , Map _ Showing Potential Sources of Gravel and Crushed - Rock Aggregate . in the Boulder- Fort Collins - Greeley Area , Front Range Urban Corridor , Colorado : U . S . Geological Survey Miscellaneous Investigation Series Map I - 855 - D . 2 . Colton R . B . , 1978 , Geologic Map of the Boulder - Fort Collins - Greeley Area , Colorado : U . S . Geological Survey Miscellaneous Investigation Series Map I - - 955 - G . 3 . Hershey L . A . and Schneider , Jr . P . A . , 1972 , Geologic Mai of the Lower Cache La Poudre River Basin . forth - Central Colorado : U . S . Geological Survey Miscellaneous Investigation Series Map I - 687 . 4 . Hillier D . and Schneider , Jr . P . A . , 1979 , De i th to the water Table in the Boulder - Fort Collins - Greeley Area . Front Range Urban Corridor , Colorado : U . S . Geological Survey Miscellaneous Investigation Series Map I - 855 - I . 5 . United States Department of Agriculture Soil Conservation Service and Forest Service in Cooperation with Colorado Agricultural Experiment Station , 1980 , Soil Survey of Weld Count Area . Colorado , Maps 239 - 812 / 3 . 6 . Schneider, Jr . P . A . , 1983 Shallow Groundwater in the Boulder - Fort Collins - Greeley Area , Front Range Urban Corridor . Colorado 1975 - 77 : U . S . Geological Survey Water Resources Investigations Report 83 - 4058 . 7 . Soil Survey Staff, Natural Resources Conservation Service , United States Department of Agriculture . Web Soil Survey . Available online at http : //websoilsurvey . nres . usda . gov accessed ( February 24 , 2025 ) . 8 . Colorado oil and Gas Commission , Department of Natural Resources , 2018 hops : //cogccmap . state . co . us / cogcc_gis _online . Accessed 24 February 2025 . Soil Map - - ' Weld County , Colorado , Southern Part el it IR 51S310 515330 515350 515370 515390 515410 515430 515450 515470 515490 40 ° 101 56 " N I - - I — I I t , r 40° 10' 56 " N tt 1 - 's r ON i 1 a 0Aptikh I ate ors I i P min c. r tan • "lc . -xi co 41.11P . I. tn . — - Ile; r 1.01 -4 lib 4. II a) , 4 a eS46% Li i Z * 1 Connecting U1 e M di N i , �� 04 441; . . A s1 ` ice R 6 4 • I 1 • 4 • 1' ' - • s• 4. - `� ! ? 1 Ni .71 1 '11 � ' r �' ; rr r ' a I 1 .i h i 4 I j : : : e - � _ � • 40 10 52 N j I I I 40° 10 52 N 515310 515330 515350 515370 515390 515410 515430 515450 515470 515490 cr Map Scale : 1 : 922 if printed on A landscape ( 11 " x 8 . 5' ) sheet NI- Meters 0 10 20 40 60 Feet 0 40 80 160 240 Map projection : Web Mercator Corner coordinates : WGS84 Edge tics : UTM Zone 13N WGS84 )C .- i . , ' 4_ Natural Resources Web Soil Survey 2 / 24 / 2025 ti Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map —Weld County , Colorado , Southern Part MAP LEGEND MAP INFORMATION Area of Interest ( AO I ) Spoil Area The soil surveys that comprise your A01 were mapped at Area of Interest (AOI ) 1 '• 24 , 000 . Stony Spot Soils Very Stony Spot Warning : Soil Map may not be valid at this scale . Soil Map Unit Polygons V wet Spot 1 Enlargement of maps beyond the scale of mapping can cause } Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil Ea Other line placement . The maps do not show the small areas of Soil Map Unit Points contrasting soils that could have been shown at a more detailed Special Line Features Special Point Features scale . Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map ; . Sorrow Pit measurements . Transportation Clay Spot Rails Source of Map : Natural Resources Conservation Service Web Soil Survey U RL : 0 Closed Depression nterstate Highways Coordinate System : Web Mercator ( EPSG : 3857 ) Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravelly Spot projection , which preserves direction and shape but distorts Major Roads distance and area . A projection that preserves area , such as the Landfill Local Roads Albers equals- area conic projection , should be used if more A. Lava Flow accurate calculations of distance or area are required . Background Marsh or swamp Aerial Photography This product is generated from the USDA - NRCS certified data as of the version date ( s ) listed be ow . ifts Mine or Quarry Soil Survey Area : Weld County , Colorado , Southern Part Miscellaneous Water Survey Area Data : Version 23 , Aug 29 , 2024 #,, Perennial Water Soil map units are labeled ( as space allows ) for map scales Rock Outcrop 1 : 50 , 000 or larger . . . . Saline Spot Date ( s ) aerial images were photographed : Jun S , 2021 — Jun 12 , 2021 6 4. 6 Sandy Spot fP) g The orthophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probab y differs from the background imagery displayed on these maps . As a result , some minor Sinkhole shifting of map unit boundaries may be ev ' dent . I) Slide or Slip j Sadie Spot 1� -7 Natural Resources Web Soil Survey 2 / 24 / 2025 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map —Weld County , Colorado , Southern Part Map Unit Legend Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 21 Dacono clay loam , 0 to 1 3 . 3 100 . 0 % percent slopes Totals for Area of Interest 3 . 3 100 . 0 % Natural Resources Web Soil Survey 2/24/2025 Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description : Dacono clay loam , 0 to 1 percent slopes —Weld County , Colorado , Southern Part Weld County , Colorado , Southern Part 21 — Dacono clay loam , o to 1 percent s opes Map Unit Setting National map unit symbol : 361 y Elevation : 41550 to 4 , 970 feet Mean annual precipitation : 14 to 18 inches Mean annual air temperature : 48 to 52 degrees F Frost- free period : 140 to 160 days Farmland classification : Prime farmland if irrigated Map Unit Composition Dacono and similar soils : 85 percent Minor components : 15 percent Estimates are based on observations , descriptions , and transects of the mapunit . Description of Dacono Sett ng Landform : Terraces Down - slope shape : Linear Across - slope shape : Linear Parent material : Mixed alluvium Typical profile H1 - 0 to 12 inches : clay loam H2 - 12 to 21 inches : clay loam H3 - 21 to 27 inches : c ay loam H4 - 27 to 60 inches : very gravelly sand Properties and +qualities Slope : 0 to 1 percent Depth to restrictive feature : More than 80 inches Drainage class : Well drained Runoff class : Low {Capacity of the most limiting layer to transmit water (Ksat) : Moderately high ( 0 . 20 to 0 . 60 inihr ) Depth to water table : More than 80 inches Frequency of flooding : None Frequency of ponding : None Calcium carbonate , maximum content : 15 percent Maximum salinity: Nonsaline to very slightly saline ( 0 . 0 to 2 . 0 mmhos / cm ) Available water supply 0 to 60 inches : Moderate ( about 6 . 3 inches ) Interpretive groups Land capability classification (irrigated) : 2s Land capability classification (nonirrigated) : 3s Hydrologic Soil Group : C L . : LD . , Natural Resources Web Soil Survey 2/ 24 / 2025 L -� 1 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description : Damn ° clay loam , a to 1 percent slopes - - - We d County , Colorado , Southern Part Ecological site : R0676Y042C0 - Clayey Plains Hydric soil rating : No Minor Components Heidt Percent of map unit : 5 percent Hydric soil rating : No Nunn Percent of map unit . 5 percent Hydric soil rating : No Altvan Percent of map unit: 5 percent Hydric soil rating : No Data Source Information Soil Survey Area : Weld County , Colorado , Southern Part Survey Area Data : Version 23 , Aug 29 , 2024 Natura Resources Web Soil Survey 2 / 24 / 2025 �` Conservation Service National Cooperative Soil Survey Page 2 of 2 AGPRofessionals DEVELOPERS OF AGRICULTURE Roadway Evaluation Memorandum Prepared for 12524 Weld County Road Realty 1 LLC and 12524 Weld County Road Realty 2 LLC Change of Zone Application Introduction 12524 Weld County Road Realty 1 LLC and 12524 Weld County Road Realty 2 LLC ( d / b / a Jayhawk Trailers ) are requesting a Change of Zone ( COZ ) from the Agricultural ( A ) Zone District to the Light Industrial ( I - 1 ) Zone District . The existing approved commerciaUindustrial access for this site is located on County Road ( CR) 25 . 5 approximately a half- mile south of CR 28 . Pursuant to Section 23 . 2 . 30 . A . 4 . and Section 23 . 2 . 40 . A . 4 of the Weld County code , for zoning amendments to any zone district other than A ( Agriculture ) , unpaved STREETS / ROADS providing access to the subject parcels shall have a minimum 26 - foot - wide travel surface with a minimum 4 - inch depth of aggregate surface course ( gravel ) and a minimum RIGHT - OF - WAY ( ROW ) width of sixty ( 60 ) feet . Otherwise , the rezoning shall only be approved on the condition that the applicant shall enter into an Improvements Agreement prior to recording the Change of Zone plat . Such agreement shall be in conformance with Appendix 8 - N , Transportation Plan , and Section 2 - 3 - 30 , Collateral for improvements , both of this Code . CR 25 . 5 has been evaluated for structural capacity and public ROW , the findings of which are summarized below . Geotechnical Evaluation According to the Geotechnical Subsurface Exploration Report prepared by Substrata dated March 21 , 2025 , CR 25 . 5 meets with minimum structural capacity for the proposed COZ . A total of 5 soil borings were drilled at a depth of approximately 4 feet at approximate 500 - foot intervals on that portion of CR 25 . 5 extending from CR 28 south to the subject property . The materials encountered in the completed site borings included 4 to 5 inches aggregate surface course ( gravel ) . The Geotechnical Subsurface Exploration Report is attached . Roadway Width and Right - of- Way CR 25 . 5 was surveyed by a Professional License Surveyor ( PLS ) and it was found that the roadway is a minimum of 26 - feet - wide on that portion of CR 25 . 5 extending from CR 28 south to the site . Title research was conducted , and the existing ROW was evaluated . It was determined that 60 - foot ROW for CR 25 . 5 was dedicated on April 11 , 1890 , per Board of County Commissioners Book 5 , Page 387 . Unlike the typical Section Line ROW , the 60 - foot ROW for CR 25 . 5 was dedicated entirely on the east side of the Section Line . CR 25 . 5 was constructed with the road centered along the Section Line , so a portion of the roadway is west and outside of the dedicated ROW . Roadway width and existing ROW are depicted on the attached Roadway Exhibit . Weld County has historically maintained CR 25 . 5 as a public roadway for a considerable amount of time and therefore has established a prescriptive use and ROW for the road . The existing 60 - foot ROW , additional prescriptive ROW , and road condition satisfy the COZ requirements . ENGINEERING , PLANNING , CONSULTING & REAL ESTATE HQ & Mailing : 3050 67th Avenue , Suite 200 , Greeley , CO 80634 1970 - 535 - 9318 office 1970 - 535 - 9854 fax Idaho : 213 Canyon Crest Drive , Suite 100 , Twin Falls , ID 83301 1208 - 595 - 5301 www . agpros . com Page 2 of 2 Enclosures : 1 . Geotechnical Subsurface Exploration Report 2 . Roadway Exhibit S UBSTRATA March 21 , 2025 - CONSULTING ENGINEERS A . +GPRofessionals 3050 67th Avenue Greeley , Colorado 80634 Attn : Kelsey Bruxvoort Re : Geotechnical Subsurface Exploration Report Rezoning & Roadway Evaluation County Road 25 1/2 ( Between County Road 26 A & County Road 28 ) Weld County ( Fort Lupton ) , Colorado Substrata Project # 25 - 1051 Ms . Bruxvoort : Substrata LLC ( Substrata ) personnel have completed the geotechnical subsurface exploration you requested for a proposed rezoning of the property located at 12524 County Road 25 72 and associated roadway evaluation of County Road 25 1/4 between County Roads 261 and County Road 28 near Fort Lupton , in unincorporated weld County , Colorado . The results of our subsurface exploration are included with this report . At this time , we understand weld County has requested a roadway section evaluation due to a proposed rezoning of the Jayhawk Trailers property located at 12524 County Road 25 %2 . The segment of roadway evaluated extends from County Road 28 approximately 2 , 500 lineal feet south to the southwestern property corner of the referenced address and is presently surfaced with an all - weather gravel surfacing . EXPLORATION AND TESTING PROCEDURES To develop subsurface information for the proposed evaluation , a total of five ( 5 ) soil borings were drilled at approximate Soo - foot intervals along the length of the roadway to a depth of approximately four ( 4 ) feet below the existing roadway surface . The boring locations were established in the field by Substrata personnel using a mechanical survey wheel and by pacing and estimating angles and distances from identifiable site references . A diagram indicating the approximate boring locations is included with this report . Substrata LLC 3622 Draft Horse Court • Loveland , CO 80538 • ( 970 ) 535 - 6144 Geotechnical Subsurface Exploration Report Rezoning & Roadway Evaluation - County Road 251/2 ( Between County Road 26 % & County Road 28 ) Weld County ( Fort Lupton ) , Colorado Substrata . Proj ect # 25 - 1051 2 The test hales were advanced using 4 - inch diameter continuous - flight auger , powered by a truck - mounted CME - 45 drill rig . Samples of the subsurface materials were obtained at regular intervals using California and split - barrel sampling procedures in general accordance with ASTM specification D - 1586 . As part of the D - 1586 sampling procedure , the standard sampling barrels are driven into the substrata using a 140 - pound hammer falling 30 inches . The number of blows required to advance the samplers 12 inches is recorded and helpful in estimating the consistency or relative density or hardness of the soils and / or bedrock encountered . In the California barrel sampling procedure , less disturbed samples are obtained in removable brass liners . Samples of the subsurface materials obtained in the field were sealed and returned to the laboratory for further evaluation , classification and testing . The samples collected were tested in the laboratory to measure natural moisture content and were visually and / or manually classified in accordance with the Unified Soil Classification System ( USCS ) . The USCS group symbols are indicated on the attached boring logs . An outline of the USCS classification system is included with this report . As part of the laboratory testing , a calibrated hand penetrometer ( CHP ) was used to estimate the unconfined compressive strength of essentially cohesive specimens . The CHP also provides a more reliable estimate of soil / bedrock consistency than tactual observation alone . Dry density , Atterberg limits and - 200 wash tests were completed on selected samples to help establish specific soillibedrock characteristics . Atterberg limits tests are used to determine soil / bedrock plasticity . The percent passing the # 200 size sieve ( - 200 wash ) test is used to determine the percentage of fine - grained materials ( clay and silt ) in a sample . The results of the completed laboratory tests are outlined on the attached boring logs . SUBSURFACE CONDITIONS The materials encountered in the completed site borings can be summarized as follows . . Approximately 4 to 5 inches of all - weather gravel surfacing was encountered at the surface at each of the boring locations underlain by sand with varying amounts of clay , silt and gravel . The sand and gravel varied from medium dense to dense in terms of relative density , would be expected to be non - - expansive or possess low swell potential based on the physical Geotechnical Subsurface Exploration Report Rezoning & Roadway Evaluation - County Road 251/2 ( Between County Road 26V2 & County Road 28 ) Weld County ( Fort Lupton ) , Colorado Substrata Project # 25 - 1051 3 properties and engineering characteristics of the material and extended to the bottom of each boring at a depth of approximately 4 feet below present site grade . The stratigraphy indicated on the included boring log represents the approximate location of changes in soil types . Actual changes may be more gradual than those indicated . Groundwater was not encountered in the bore holes to the depth explored ( about 4 feet below present site grade when checked immediately after the completion of drilling . The borings were backfilled upon the completion of drilling , such that subsequent groundwater measurements could not be completed . Groundwater levels will vary seasonally and over time based on weather conditions , site development , irrigation practices and other hydrologic conditions . Perched and /or trapped groundwater conditions may also be encountered at tunes throughout the year . Perched water is commonly encountered in soils overlying less permeable soil layers and / or bedrock . Trapped water is commonly encountered within more permeable zones of layered soil and bedrock systems . The location and amount of perched and / or trapped water can also vary over time . ANALYSIS The existing all - weather gravel section appears to meet the minimum 4 - inch depth of aggregate surface course required for rezoning by the Weld County Charter and County Code ( Section 23 - - 2 - 40 . B . 4 ) . Additionally , based on our review of surveys provided by the client along this stretch of roadway , it appears the right - of- way requirement outlined in that section of the code of at least 60 - feet has also been met . GENERAL COMMENTS This report was prepared based upon the data obtained from the completed site exploration , laboratory testing , engineering analysis and any other information discussed . The completed borings provide an indication of subsurface conditions at the boring locations only . variations in subsurface conditions can occur short distances away from the borings . This report does not reflect any variations which may occur across the site or away from the borings . If variations in the subsurface conditions anticipated become evident , the Geotechnical Subsurface Exploration Report Rezoning & Roadway Evaluation - County Road 251/2 (Between County Road 26 A & County Road 28 ) Weld County ( Fort Lupton ) , Colorado Substrata Project # 25 - 1051 4 geotechnical engineer should be notified immediately so that further evaluation can be completed and when warranted , alternative recommendations provided . The scope of services for this project does not include either specifically or by implication any biological or environmental assessment of the site or identification or prevention of pollutants or hazardous materials or conditions . Other studies should be completed if concerns over the potential of such contamination or pollution exist . This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with the generally accepted standard of care for the profession . No warranties , express or implied are made . The conclusions and recommendations contained in this report should not be considered valid in the event that any changes in the nature , design or location of the project as outlined in this report are planned , unless those changes are reviewed and the conclusions of this report modified and verified in writing by the geotechnical engineer . We appreciate the opportunity to be of service to you on this project . If you have any questions concerning the enclosed information or if we can be of further service to you in any way , please do not hesitate to contact us . Respectfully , Substrata . LLC Reviewed by : ezift- ex"Awt st000 Lett lib DO h � , •Pe • Kifies.. et. J 1441% tit saw t . Cj teca cc*. 0 0' Cr : 4441 te. cb Vitt . nyl cat Mit !Pct. % ;:f : qc 4 1 ic : A; rr %% 03 /21 /2025 toter 70f, % 03 /21 /2025 : .1 . f f • . � • • • • . rR •I 131 • 010 ,...yri or • gilt • * • • a -ictij rit * ono * I IONAL „zarS 11 I ht SiONALV:417 Alec Kalj ian , P . E . Darrel DiCarlo , P . E . Senior Project Engineer Senior Project Engineer N. MARCH 2025 t � C � BST RATA B ■ RING LOCATION DIAGRAM P R I J E C T # 2 5 — I O S 1 CONSULTING ENGINEERS I _ .- . ram . r . . - — y - ram . � , . i AIL mar b , C\k Iitt •I a lk i , , I. '� re B - 1 dr oN • I . 4-6S i / r e \ , _ , a. TO • ts vs Na i : . . . ) r w Jo A OR NOT TO SCALE 1 . r ri � • E - 2 °Er — j _ • it : • a _ i . A tA • i 4 I . % � • , r B - 3 + I r 1 ad . 4 0 It 8 1 ! • 4' III " • .. . r I ' Be 4 + i IN, ' i , , ._ . h. le eta k - l rB _. ,_.-- - . , 1. , , , . - - ' • . ' I r — I 1 . . -, 04 - k REZONING & ROADWAY EVALUATION ( CR 25 BETWEEN VCR 26X ac VCR 28 ) 1 WELD COUNTY ( E RT LUPT N ) C LORADII REZONING & ROADWAY EVALUATION ( CR 251/2 BETWEEN WCR 26 % & WCR 28 ) WELD COUNTY ( FORT LUPTON ) , COLORADO Project # 25 - 1051 March2025SUBSTRATA LOG OF BORING B - 1 CONSULTING ENGINEERS Sheet 1 / 1 Drilling Rig : CME 45 p Water Depth Information Start Date 3 / 13/2025 Au er Type : 4 " CFA ' During Drilling None Finish Date 3 / 13 /2025 Hammer Type : Automatic , After Drilling None Surface Elev . - ' Field Personnel : AG / CB Estimated Swell % Passing SOIL DESCRIPTION Dept 4 " N " MC DD % Swell ® Pressure Atterberg Limits # 200 Sieve ( ft ) n ( % ) ( pcf) ( psf) 500 psf ( psf) LL PI ( % ) 4 " ALL - WEATHER GRAVEL 1 SP SAND and GRAVEL 2 SS 14 4 . 6 - NIA - - - - brown , beige medium dense 3 4 SS 19 1 . 3 - Ai N /A - BOTTOM OF BORING 4 . 0 ' 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 REZONING & ROADWAY EVALUATION ( CR 251/2 B ETW` E E N WC R 26 % & WC R 2 8 ) WELD COUNTY ( FORT LUPTON ) , COLORADO Project # 25 - 1051 March 2025 [14/414 SUBSTRATA ) LOG OF BORING B - 2 CONSULTING ENGINEERS i Sheet 1 / 1 Drillin9 Ri €o : CME 45 Water Depth Information Start Date 3 / 13 /2025 Auger Type : 4 " CFA _ During Drilling None Finish Date 3 / 13 /2025 Hammer Type : Automatic After Drilling None Surface Elev . - Field Personnel : AG / CB - 1 sa Estimated ' SweII % Passing Co 43) / SOIL DESCRIPTION Depth c " N " MC DD clu % Swell @ Pressure Atterberg Limits # 200 Sieve co D as • ( ft ) y ( % ) N. { pcf} _ tp $ fl 1 500 p ( psf) LL PI ( % ) 4 " ALL -WEATHER GRAVEL - 1 a SP SAND and GRAVEL 2 SS 15 1 . 8 - NIA - - - - 3 . 0 % brown , beige - medium dense 3 j 4 wCS _ 20 4 . 0 - N / A - q - - - - BOTTOM OF BORING @ 4 . 0 ' I - 5 6 7 8 9 10 1 11 j - 1 12 13 14 15 16 17 i I 18 19 1 20 21 22 23 24 25 1 REZONING & ROADWAY EVALUATION ( CR 251/2 BETWEEN WCR 26 & WCR 28 ) WELD COUNTY ( FORT LUPTON ) , COLORADO Project # 25 - 1051 March 2025 ' /r ' SUBSTRATA LOG OF BORING B - 3 CONSULTING: ENGINEERS Sheet 1 / 1 ` Dri # ling frig : CME 45 Water Depth Information Start Date 3 / 13 / 2025 Auger Type : 4 " CFA During Drilling None Finish Date 3 / 13 / 2025 : Hammer Type : Automatic After Drilling None Surface Elev . - Field Personnel ; AG / CB - - m Estimated Swell % Passing SOIL DESCRIPTION Dept " N " MC DD cl u % Swell © Pressure Atterberg Limits # 200 Sieve tet ( ft ) ( % ) ( Pe ( Psf) 500 psf ( psf ) LL PI ( % ) • _ -fir 5 " ALL -WEATHER GRAVEL 1 SP SAND and GRAVEL 2 SS 19 2 . 3 - N /A - - - - - brown , beige medium dense 3 4 CS 20 2 . 7 - N /A - - - - BOTTOM OF BORING @ 4 . 0 ' 5 6 7 8 � r 9 10 11 12 13 A. 14 15 17 18 19 20 21 22 23 24 t _ 25 sa , REZONING & ROADWAY EVALUATION ( CR 251/2 BETWEEN 1NCR 26 % & WCR 28 ) WELD COUNTY ( FORT LUPTON ) , COLORADO Project # 25 - 1051 March 2025 Aar SUBSTRATA LOG OF BORING B - 4 CONSULTING ENGINEERS � Sheet 1 / 1 Drilling Rig : CME 45 _ Water Depth Information Start Date 3 / 13 /2025 Auger Type : 4 " CFA During Drilling None Finish Date 3 / 13 / 2025 Hammer Type : Automatic After Drilling None Surface Elev . Field Personnel : AG / CB - - - - - r - - 7 - Sim • Estimated Swell ! % Passing LS) SOIL DESCRIPTION Depth " N " MC DD qu % Swell © Pressure Atterberg Limits # 200 Sieve ( ft ) u) ( % ) ( pcf) ( psf) 500 psf ( psf) LL PI o 5 " ALL - WEATHER GRAVEL - 1 SP SAND and GRAVEL 2 SS 19 2 . 3 - N /A - - -• - - brown , beige - medium dense to dense 3 - - - •. - 4 SS 31 0 . 8 - N /A - - - - 2 . 4 % . . - • . - - - BOTTOM OF BORING © 4 . 0 ' - 5 6 7 8 l 9 10 11 12 - 13 14 15 16 17 18 19 20 21 M 22 23 24 �. 25 REZONING & ROADWAY EVALUATION ( CR 251 /2 BETWEEN WCR 26 % & WCR 28 ) WELD COUNT ( ( FORT LUPTON ) , COLORADO Project # 25 - 1051 March2025 SU BS ` t - RATA LOG OF BORING BIZ CQNSUOING ENGINEERS Sheet 1 / 1 DriEl 'rn Ris : CME 45 Water Depth Information Start Date 3 / 13 / 2025 Auger Type : 4 " CFA During Drilling None Finish Date 3 / 13 / 2025 Hammer Type : Automatic After Drilling None Surface Elev . - Field Personnel : AG / CB Estimated Swell % Passing o SOIL DESCRIPTION Depth E " N " MC DD qu % Swell a@ Pressure Atterberg Limits # 200 Sieve to ( ft ) ( % ) ( pcf) ( psf ) 500 psf ( psf) LL PI 04 ) 5 " ALL-WEATHER GRAVEL 1 SC - SM CLAYEY to SILTY SAND with GRAVEL 2 SS 12 9 . 6 118 . 3 - - - - - brown , beige medium dense 3 4 CS 21 7 . 2 120 . 7 1 8500 - - 30 15 18 . 9 % BOTTOM OF BORING @ 4 . 0 ' 5 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 _______e __ _ _ 1 UNIFIED SOI CLASS FICATION SYSTEM Criteria for Assigning Group Symbo s and Group Names Using Laboratory TestsA Soil Classification Group Symbol Group Namee Coarse Grained Soils Gravels Clean Gravels Cu 4 and 1 s Cc S 3E GW Well graded gravelF More than 50 % retained More than 50 % of coarse Less than 5 °f° fines Cu < 4 and / or 1 > Cc > 3E GP Poorly graded gravel ' fraction retained on _ on No . 200 sieve No . 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravelF . a hl than 12 % fines ' Fines classify as CL or CH GC Clayey gravelFIG • " Sands Clean Sands Cu 6 and 1 s Cc s 3E SW Well graded sand ' 50 % or more of coarse Less than 5 % fines ° Cu < 6 and /or 1 > Cc > 3E SP Poorly graded sand ' fraction passes No . 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand" ' More than 12 % fines ° Fines Classify as CL or CH SC Clayey sand " ' Fine - Grained Soils Silts and Clays Inorganic PI > 7 and plots on or above " A " line ' CL Lean clat " 50 % or more passes the Liquid imit less than 50 PI < 4 or plots below " A " line ML Siltaim No . 200 sieve Organic Liquid limit - oven 0 75 OL Organic clayK � � � '" � " dried Liquid limit - not Organic siltKuw dried Silts and Clays Inorganic PI plots on or above " A " line CH Fat clay " tim Liquid limit 50 or more - PI plots below "A " line MH Elastic silrw " Organic Liquid limit - oven dried r 0 . 75 OH Organic clay ' i ` i " " � P Liquid limit - not dried Organic silf " " Highly organic soils Primarily organic matter , dark in color , and organic odor PT Peat A Based on the material passing the 3 - in . ( 75 - mm ) sieve " If fines are organic , add " with organic fines " to group name . 9 If field sample contained cobb es or boulders , or both , add " with cobbles ' If soil contains z 15 % gravel , add " with gravel " to group name . or boulders , or both " to group name . J If Atterberg limits plot in shaded area , soil is a CL - ML , si ty clay . Gravels with 5 to 12 % fines require dual symbols : GW - GM well graded K If soil contains 15 to 29 % plus No . 2001 add " with sand " or " with gravel with silt , GW - GC well graded gravel with clay , GP - GM poorly gravel , " whichever is predominant . graded gravel with silt , GP - GC poorly graded gravel with clay . L If soil contains 30 % plus No . 200 predominantly sand , add ° Sands with 5 to 12 % fines require dual symbols : SW - SM well graded " sandy " to group name . sand with silt , SW - SC well graded sand with clay , SP - SM poorly graded M If soil contains 30 % plus No . 200 , predominantly gravel , add sand with si t , SP - SC poorly graded sand with clay " gravelly " to group name . ECU = D € 0 / Dia CC ( D3o ) 2 " PI a 4 and plots on or above " A " line . Dio x D60 ° PI < 4 or plots below " A " line _ F If soil contains 15 % sand , add " with sand " to group name . p PI plots on or above " A " ine . elf fines classify as CL - ML , use dual symbol GC - GM , or SC - SM . ° PI plots be ow " A " line . 60 - , f • For classification of fine - grained soils and fine - grained fraction I r 'of coarse - grained soils •�� -` � o 50 - , v . ` IA- - ' Equation of " A " - line s) , ir . � , _ - • 11 Horizontal at P1 = 4 to LL = 25 . 5 . X 40 then PI = 0 _ 73 ( LL - 20 ) - - ` de - - p Equation of " ll' - line • , ' 0 , ,� a� Vertical at LL = 16 to P1 = 71 / 0 � r 30 then PI = 0 . 9 ( LL - 8 ) / se de en 20 ! , J � MH or OH , 10 , , , - - r 4 - - — - 4 _ f _ti := ia - - - ML or OL o - 0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT ( LL ) , _ __ _____, _... GENERA NOTES DRILLING & SAMPLING SYMBOLS : SS : Split Spoon - 1 /8 " I . D . , 2 " U . D . , unless otherwise noted HS : and Sample ST : Thin - Walled Tube — 2 . 5 " U , D . , unless otherwise noted PA : Power Auger RS : Ring Sampler - 2 . 42 " I . D . , 3 " O . D . , unless otherwise noted HA : Hand Auger CS : California Barrel - 1 . 92 " I . D . , 2 . 5 " C . D . , unless otherwise noted RB : Rock Eit BS : Bulk Sample or Auger Sample 1lVB : Wash Boring or Mud Rotary The number of blows required to advance a standard 2 - inch O . D . split -spoon sampler ( SS ) the last 12 inches of the total 18 - inch penetration with a 140 - pound hammer falling 30 inches is considered the " Standard Penetration " or " N - va ue " . For 2 . 5 " OD . California Barrel samplers ( CB ) the penetration value is reported as the number of blows required to advance the same er 12 inches using a 140 - pound hammer falling 30 inches , reported as " blows per inch , " and is not considered equivalent to the " Standard Penetration " or " N - value " . WATER LEVEL MEASUREMENT SYMBOLS : WL : Water Level WS : While Sampling WCI : Wet Cave ' n WD : While Drilling DCI : Dry Cave mn BCR : Before Casing Removal AB : After Boring ACR : After Casing Removal Water levels indicated on the boring logs are the leve s measured in the borings at the times indicated . Groundwater levels at other times and other locations across the site could vary . In pervious soils , the indicated levels may reflect the location of groundwater . In low permeability soils , the accurate determination of groundwater leve s may not be possible with only short-term observations . DESCRIPTIVE SOIL CLASS ! ! CATION : Soil classification is based on the Unified Classification System . Coarse Grained Soils have more than 50 % of their dry weight retained on a # 200 sieve ; their principal descriptors are : boulders , cobbles , gravel or sand . Fine Grained Soils have less than 50 % of their dry weight retained on a # 200 sieve ; they are principally described as clays if they are p astic , and sits I they are slightly p ast c or non - plastic . Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size . In addition to gradation , coarse -grained soils are defined on the basis of their in - place relative density and fine - grained soils on the basis of their consistency . FINE - GRAINED SO I S COARSE - GRAINED SO LS BEDROCK ( CB) ( SS ) ( CB ) ( SS ) Relative ( CB ) , Blows / Ft . Blows / Ft . Consistence Blows / Ft . Blows / Ft . Density Blows /Ft . Blows / Ft . Consistency < 3 0 - 2 Very Soft 0 - 5 < 3 Very Loose < 24 < 20 Weathered 3 - 5 34 Soft 6 - 14 4 - 9 Loose 24 - 35 20 - 29 Firm 6 - 10 5 - 8 Medium Stiff 15 -46 10 - 29 Medium Dense 36 - 60 30 -49 Medium Hard 11 - 18 9 - 15 Stiff 47 - 79 30 - 50 Dense 61 - 96 50 - 79 Hard 19 - 36 16 - 30 Very Stiff > 79 > 50 Very Dense > 96 > 79 Very Hard > 36 > 30 Hard RELATIV PROPORTIONS OF SAND AND GRAIN SIZE T RMINOLOGY GRAVEL Descriptive Terms of Percent of Major Component Other Constituents Dry Weight of Sam pi Panicle Size Trace < 15 Bou ders Over 12 in . ( 300mm ) With 15 - - 29 Cobbles 12 in . to 3 in . ( 300mm to 75 mm ) Modifier > 30 Gravel 3 in . to #4 sieve ( 75mm to 4 . 75 mm ) Sand #4 to # 200 sieve ( 4 . 75mm to 0 . 075mm ) Silt or Clay Passing # 200 Sieve ( 0 . 075mm ) RELATIVE PROPORTIONS OF FINES PLAST CITY DESCRIPTION Descrtive Terms of Percent of Other Constituents Dry Weight Term Plasticity Index Trace < 5 Non - - plastic 0 With 5 — 12 Low 1 - 10 Modifiers > 12 Medium 11 - 30 e _ High 30 + E SUBSTRA A CONSU O ING ENGINEERS P : 12000 - J \ 2030 - JAYHAWK TRAILERS101 - COZ & SPR\ @AUTOCAD@ \ SITE12030 - 01 JAYHAWK ROADWAY EXHIBIT DATE OF PLOT : June 5 , 2025 ll' ti I 1 �' CR 28 --)FA\ 1 NORTH QUARTER CORNER SECTION 31 , T . 3N . , R . 66W . , FOUND I/ 6 REBAR WITH 2 . 5 " ALUMINUM CAP IN MONUIVENT BOX LS 38512fn Y m CL l C^^ } `/ -1� I I D U C w Z - D \ \ i uti I 0 ICZ. EXISTING PUBLIC ROADWAY r 1 26 ' so 0 \\, in _1 . s \ in N W 0 Q r2 MLLJ MAGNESS LAND HOLDINGS LLC >- \ Tn z o N u U o 60 ' COUNTY ROAD RIGHT - OF - WAY PER BOCC BOOK 5 PAGE 387 HERMAN FARMS LLC (/*/ \ \ <O r \ 0 I\ \ , _ , __/ , PROJECT , \ \; ' \ CENTER QUARTER CORNER ,/ LOCATION / , t SECTION 31 , T . 3N . , R . 66W . , ; , CALCULATED POSITION ' N , , , I\ \ HERMAN FARMS LLC , ', o 300 \ \ I SCALE : 1 ' - 300 12524 WELD COUNTY ROAD REALTY 1 LLC & DATE : AGPROfessionals2 DEVELOPERS OF AGRICUITURE 12524 WELD COUNTY ROAD REALTY 2 LLC 06 / 025 3050 67th Avenue , Suite 200 , 213 Canyon Crest Dr Suite 100 , ROADWAY EXHIBIT SCALE : Greeley , CO 80634 Twin Falls , ID 83301 AS SHOWN ( 970 ) 535 - 9318 - fax : ( 970 ) 535 - 9854 ( 208 ) 595 - 5301 WELD COUNTY , CO - : Notice of Inquiry ) 411 -ft ! Wield County Department of Punning Services • Premapplication Case # PI E24 - 0334 Date of Inquiry 12 / 31 /24 Municipality Fort Lupton Name of Person Inquiring Alisha ' Gillespie Property t caner Ward Williams M Living Trust Planner Diana Aungst Planner Phone Number 974004- 3524 Planner Email Address daunost weld . gov Legal Description Lot A i E- 2235 314 - 66 Parcel Number 121131100051 Dearest Intersection CR 25 . 5 and CR 26 Type of Inquiry Sales of trailers ( Jayhawk Trailers , Inc ) ( rezoning to C or I ) The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental Agreement/ Coordinated Planning Agreement Boundary . Varci ticanA: County Planner' s signature Mould you like to pursue annexation of this property? NO YES Date of Contact Comments : .tbf ni-ed 11; 51 / 5 IL filda fra los°, 1=w11/14,, redo • /* LI slava "tad notertatc. tor lehit a•vai... • aas--42Lasoria• • nfrgievirlanig47 Signature of Municipals " - presentative Title D = e � a - - - 4 - A Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services . Department of Planning Services 1402 N 17th Ave , PO Boas 758 , Greeley , CO 80882 97 6100 I www . weld . gov 20230310 43/4a\AI8tegestw vp, tj ! a Notice of Inquiry Weld County Department of Planning Services couN.. Ty itt Pre- application Case ## P E24 - 0334 Date of Inquiry 1 2 / 31 /24 Municipality Platteville CPA Name of Person Inquiring Alisha Gillespie R P roperty Owner Ward Williams M Living Trust P lanner Diana Aungst P lanner Phone Number 9 0400 - 3524 P lanner Email Address daungst@weld . gov Legal Description Lot A RE - 2235 31 - 3-66 • Parcel Number 121131100051 • i_Nearest Intersection CR 25 . 5 and CR 26 Type of Inquiry Sales of trailers ( Jayhawk Trailers , Inc ) ( rezoning to C or I ) The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental Agreement / Coordinated Planning Agreement Boundary . smet CLICCLOWY )(02 County Planner ' s signature Would you like to pursue ann anon of this property 's NO YES Date of Contact 1/4:974---"C Comments : i/ege:ser „se ettecenere acne' eadr° ___ o• -•/ ara •Pnacis e1/4#2"..C. Signature of Municipality Representative Title Date Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services , Department of Planning Services 1402 N nth Ave , PO Box 768 , Greeley , CO 80632 970a400 - 6100 I vvww . wetd . gov 20230310 Kelse Bruxvoort From : Snyder , Angela < SnyderA@AyresAssociates . com > Sent : Tuesday , Apr * 1 1 , 2025 11 : 19 AM To : Kelsey Bruxvoort Cc : trenken@plattevillegov . org ; Alisha Gillespie ; aaron@jayhawktrailers . com ; Tim Naylor ; annah Dutrow ; Shirley Archambault Subject : Re : Jayhawk NOI - PRE24 - 0334 Hi Kelsey , Thank you so much for letting us know . That ' s how the CPA works ! Please ' nstruct your client to proceed with Weld County ' s land use process . If the client ' s change their mind , Plattev ' lle ' s here , business - friendly , and ready to help . Best Regards , Angela Angela Snyder , +CFM , Planning ead OfFce : 970 . 223 . 5556 Direct , . 970 . 821 . 6366 Ayres Associates Inc . wwW . AyresAssociates . com Ingenuity , Integrity , dna Intel mgence . From : Ke sey Bruxvoort < Kbruxvoort@agpros . com > Sent : Thursday , March 27 , 2025 3 : 24 PM To : Snyder , Angela < SnyderA@AyresAssociates . com > Cc : trenken@plattevillegov . org < trenken@plattevillegov . org > ; Alisha Gi lespie < alishajayhawktrailers . com > ; aaron@jayhawktrailers . com < aaron@jayhawktrailers . com > ; Tim Naylor < tnaylor@agpros . com > ; Hannah Dutrow < hdutrow c agpros . com > ; Shirley Archambault < sarchambault@agpros . com > Subject : Jayhawk NOI - PRE24 - 0334 Hi Angela , I ' m following up regarding the attached Notice of Inquiry response that was received for the Jayhawk Trailers project ocated at 12524 CR 25 . 5 , Fort Lupton , CO 80621 ( We d County pre - app ' cation no . PRE24 - 0334 ) . Jayhawk Trailers does not wish to pursue annexation into Platteville at this time . This property was purchased for the expansion of their existing business due in part to the fact that it is in unincorporated Weld County . AGPRO is currently preparing the Weld County Change of Zone ( Ag — I - 1 ) and Site Plan Review ( trailer sales and service ) and are requesting a written response of non - opposition to continue the development process with Weld County . Let me know if you have any questions or need additiona : information . Thank you , Kelsey Bruxvoort Planning Manager PRofessionals 3050 57t h Avenue Greeley , CO 80634 Office : 970 - 535 - 9318 Mobile : 970 - 744 - 0058 Fax : 970 - 53 5 - 9854 www . agpros . com I 0 4Wir-- � ■ MERCURY F SET-6RO4YEN6 PR ;YATE COMPANIES 20Z2 HONOREE AGPROfessionals �A wa � rruwM co � oR +, 00 2 Weld County Treasurer Statement of axes Due Account Number R7759399 Parcel 121131 l 00051 Assessed To WARD WILLIAM M LIVING TRUST 6620 34TH ST GREELEY , CO 80634 - 9410 Legal Description Situs Address PT NE4 31 - 3 - 66 LOT A REC EXEMPT RE - 2235 12524 COUNTY ROAD 25 l / 2 WELD Year Tax Interest Fees Payments Balance Tax Charge 2024 $ 28 , 781 , 62 $ 0 . 00 $ 0 . 00 ( $ 28 , 781 . 62 ) $ 0 . 00 Total Tax Charge $ 0 . 00 Grand Total Due as of 06 / 05 / 2025 $ 0 . 00 Tax Billed at 2024 Rates for Tax Area 4566 - 4566 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15 . 9560000 * $ 9 , 230 , 39 MULTI - UNITS ( 4 - 8 ) - $ 93 , 436 $ 6 , 260 SCHOOL DIST RE 1 - GILCREST 16 , 0210000 $ 9 , 267 , 99 LAND NORTHERN COLORADO WATER 1 . 0000000 $ 578 4g SINGLE FAM . RES - $ 193 , 868 $ 12 , 990 IMPROVEMTS ( NC PLATTEVILLE - GILCREST FIRE 7 . 2920000 $ 4 , 218 . 35 WAREHOUSE / STORA $ 239 , 580 $ 66 , 840 G E - LAN D AIMS JUNIOR COLLEGE 6 . 3050000 $ 3 , 647 . 38 WAREHOUSE / STORA $ 1 , 808 , 089 $ 504 , 460 HIGH PLAINS LIBRARY 3 . 1790000 $ 1 , 839 . 02 GE - IMPS , Taxes Billed 2024 49 7530000 $ 28 , 781 , 62 Total $ 2 . 334 , 973 $ 590 , 550 Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADv RTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER ' S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REM TTANCE AFTER THE FOLLOWING DATES : PERSONAL PROPERTY , REAL PROPERTY , AND MOBI E HOMES - AUGUST 1 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHI R ' S CHECK . POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS , PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY T E LAST BUSINESS DAY OF THE MONTH ,� Weld County Treasurer ' s Office 4.- " 4 ` ` ' 1400 N 1 7th Avenue • PO Box 458 di ri' VI � Greeley , CO 80632 1J - Phone : 970 - 400 - 3290 Pursuant to the Weld Cminty Subdivision Ordinance , the attached Statement of Taxes Due # _ issued by the We c - Linty Treasurer are evidence that as Of this date , all current and prior year f taxes related to this parcel have been paid in full . g n e F r Date : -(1,_ aastae_ i T- 1400 N . 17th Avenue , Greeley , CO 80631 or PO Box 458 , Greeley , CO 80632 . ( 970 ) 400 - 3290 Page 1 of 1 Hello