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Home My WebLink About20241546.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 0 8 0 3 _ 2 3 _ 2 _ 0 0 _ 0 2 2 --- --- --- --- --- --- --- --- --- --- --- --- Site Address: 40.47379, -104.62335 Legal Description: PT NE4 23-6-65 LOT B REC EXEMPT RE -410 EXC BEG NE COR S79D35W 182.52 TPOB N89D22E 180 S0D52E 69 S8S Section: 23 , Township 6 N, Range 65 W Zoning District: AG Acreage: 76.3288 Within subdivision or townsite?❑ No /❑Yes Name: Water (well permit # or water district tap #): N/A Sewer (On -site wastewater treatment system permit # or sewer account #): N/A Floodplain ✓❑No / Fl Yes Geological Hazard ❑No / ❑Yes Airport Overlay ❑No / ❑Yes PROJECT USR Use being applied for: 5.6 -megawatt solar garden Name of proposed business: Pivot Solar 58 LLC and Pivot Solar 60 LLC PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Jerry D. & Joyce M Cannon Family Trust and the Elizabeth Anne Newton Trust Company: Phone #: (970) 978-0682 Email: da.newton@live.com Street Address: 225 Dundee Ave Unit8 City/State/Zip Code: Greeley, CO 80634 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Bradley Thomas and Kyle Sundman Company: Pivot Energy Inc. Phone #: (415) 306-6332 Email: bradley.thomas@pivotenergy.net Street Address: 1601 Wewatta St #700 City/State/Zip Code: Denver, CO 80202 I (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. 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. Signature c7 Bradley Thomas 12/13/23 y. �� Date Signature Kyle Sundman Print Print Dec 13, 2023 Date 07/22 9 DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1402 NORTH 17TH AVENUE PO BOX 758 GREELEY, CO 80632 AUTHORIZATION FORM Elizabeth Anne Newton Trust, Curtis I, (We), Montgomery Cannon, and Christopher Cannon , give permission to Pivot Energy (Owner — please print) (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at (address or parcel number) below: Parcel Number: 080323200022 Legal Description: PT NE4 of Section 23 , Township 6 N, Range 65 W S ubdivision Name: Lot Block _ P roperty Owners Information: Address: 225 Dundee Ave Unit 8, Greeley, CO 80634 P hone: (970) 978-0682 E -main: da.newton@live.com Authorized Agent/Applicant Contact Information: Address: 1601 Wewatta St #700, Denver, CO 80202 Phone: (888) 734-3033 E -Main: bradley.thomas@pivotenergy.net Correspondence to be sent to: Owner N I Authorized Agent/Applicant Iv by: Mail 1-1 Email Additional Info: I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document, that the information stated above is true and correct to the best of my (our) knowledge. efYLekt.2-42fr1/lpi Donna A Newton, Trustee Elizabeth Anne Newton Trust Date S ubscribed and sworn to before me this by ` `n'% 4 /7>6114 1 - ICr" day of f ,a My commission expires /nf,r#7ycjaki -- .-...cr- MAYRA ALEJANDRA MARTINEZ EZ NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20234010769 MY COMMISSION EXPIRES MARCH 20, 2027 •�: �. , .. .... _ _rr... • • -, anu 4. 20 Notary Public DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1402 NORTH 17TH AVENUE PO Box 758 GREELEY, CO 80632 AUTHORIZATION FORM, ADDITIONAL SIGNATURES Curtis tilontgonfery Cannon s •Subscribed and sworn to before me this - G day of Arn" tIll r byCLO/ My " comnmiss l expires II7.-09:Z .20 Z`1 Public ZADHAAY HERRIINGTON Notary Public STATE Of TEXAS IDS 134636.910 Comm. . Do+c. 9.2027 2 Christopher Cannon DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1402 NORTH 17TH AVENUE PO BOX 758 GREELEY, Co 80632 AUTHORIZATION FORM, ADDITIONAL SIGNATURES Date 01 / 964na4 Subscribed and sworn to before me this by (Aff90,Pfieic Coul.nr4 My commission expires 0 l kille_? day of la/1W rY r 20 Alt" Notary Public 3 DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1402 NORTH 17TH AVENUE PO BOX 758 GREELEY, CO 80632 AUTHORIZATION FORM Elizabeth Anne Newton Trust Pivot Energy I, (We), , give permission to (Owner — please print) (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at (address or parcel number) below: Parcel Number 080323200022 Legal Description: PT NE4 of Section 23 , Township 6 N, Range 65 S ubdivision Name: Lot Block _ P roperty Owners Information: Address: 225 Dundee Ave Unit 8, Greeley, CO 80634 (970) 978-0682 Phone: da.newton@live.com E-mail: Authorized Agent/Applicant Contact Information: 1601 Wewatta St #700, Denver, CO 80202 Address: (888) 734-3033 Phone: bradley.thomas@pivotenergy.net E -Mail: Correspondence to be sent to: Owner Authorized Agent/Applicant a_ by: Mail Email Additional Info: I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document, that the information stated above is true and correct to the best of my (our) knowledge. Owner Signature Date Owner Signature S ubscribed and sworn to before me this tC±'bi"&c1t:'� day of My commission expires /1461/LIA /Lie ;?z. Notary Public JEAN MORLEY NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20224009931 MY COMMISSION EXPIRES MARCH 10, 2026 Date 20 by Owner Signature DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1402 NORTH 117TH AVENUE PO BOX 758 GREELEY, CO 80632 AUTHORIZATION FORM Curtis Montgomery Cannon Pivot Energy I, (We), , give permission to (Owner - please print) (Authorized Agent/Applicant-please punt) to apply for any Planning. Building, Access, Grading or OWTS permits on our behalf, for the properly located at (address or parcel number) below' Parcel Number 080323200022 PT NE46 Legal Description: of Section 23 , Township N, Range 65 �N Subdivision Name: Property Owners Information: Address: 4016 N 27th Street, Waco, TX 76708 Phone: Lot Block �.. sit - sir) - 3 493 €-mail• Authorized Agent/Applicant Contact Information: 1 601 Wewatta St #700, Denver, CO 80202 Address: curtiscanl@gmaitcom Phone: ('B88) 734-3033 E-1�r'la il: bradley.thomaspivotenergy.net Correspondence to be sent to: Owner a Authorized Agent/Applicant V by: Mail D Email Additional Info: I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this dptpment, that the I • rmation stated above is true and correct to the best of my (our) knowledge. Date Date Subscribed and sworn to before me this aszialtaekni=ta_____ My commission expires lett ' / ?& Owner Signature day of fe3:2_ruck Y-\( , 20 29 by Notary Public N •v ISABELLA GUT IERREZ of �` ��e Ka , �� 1 - STATE OF TEXAS �T ID# 134252663 M comm. Ex t . Mar. 13, 2027 • Notary Public DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1402 NORTH 17TH AVE N U E PO BOX 758 GREELEY, CO 80632 AUTHORIZATION FORM I,(We), Christopher Cannon Pivot Energy give permission to (Owner — please print) (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at (address or parcel number) below: Parcel Number 030323200022 Legal Description: PT NE4 of Section 23 6 65 p , Township N, Range Subdivision Name: Property Owners Information: Address: 2410 W Summerset Dr, Rialto, CA 92377 Lot Block Phone: goldtop60@yahoo.com E-mail: Authorized Agent/Applicant Contact Information: Address: 1601 Wewatta St #700, Denver, CO 80202 Phone: (888) 734-3033 bradley.thomas@pivotenergy.net E -Mail: Correspondence to be sent to: Owner Additional Info: Authorized Agent/Applican by: Mail Email I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document, that the information stated above is true and correct to the best of my (our) knowledge. Date °a/9°12.42-.9 _ Date Owner Signature Owner Signature Subscribed and sworn to before me this pl0 My commission expires LOJOfhV122 day of ccd\orvei Notary Publi WHEN RECORDED ELIZABETH ANNE NEWTON TRUST RETURN TO: 225 DUNDEE AVE #8 Greeley, CO 80634 STATEMENT OF AUTHORITY (§38-30-172, C.R.S.) 1. This Statement of Authority relates to an entity1 named ELIZABETH ANNE NEWTON TRUST 2. The type of entity is a: ❑ Corporation ❑ Nonprofit Corporation ❑ Limited Liability Company ❑ General Partnership ❑ Limited Partnership X Registered Limited Liability Partnership Registered Limited Liability Limited Partnership Limited Partnership Association Government or Governmental Subdivision or Agency Trust 3. The entity is formed under the laws of Colorado 4. The mailing address for the entity is 225 DUNDEE AVE #8, Greeley, CO 80634 PP" Lax! lie -MA4. iCireNvt 5. The X name X position of each person authorized to execute instruments conveying, encumbering or otherwise affecting title to real property on behalf of the entity is DONNA ANNE NEWTON AS TRUSTEE 6. The authority of the foregoing person(s) to bind the entity: X • IS2 not limited is limited as follows : 7. Other matters concerning the manner in which the entity deals with interests in real property: 8. This Statement of Authority is executed on behalf of the entity pursuant to the provisions of §38-30-172, C.R.S. 3 9. This Statement of Authority amends and supersedes in all respects any and all prior dated Statements of Authority executed on behalf of the entity. Executed this day of January 24th, 2022 ELIZABETH ANNE NEWTON TRUST By: DONNA ANNE NEWTON, TRUSTEE State of Colorado )ss. County of WELD The foregoing instrument was acknowledged before me on this cay of January 24th, 2022 by DONNA ANNE NEWTON AS TRUSTEE OF ELIZABETH ANNE NEWTON TRUST Witness my hand and official seal at /07 407C -P3 My Commission expires: Notary 'E blic 'This form should not be used unless the entity is capable of holding title to real property_ `The absence of any limitation shall be prima facie evidence that no such limitation exists. 3The statement of authority must be recorded to obtain the benefits of the statute. Form 885 closing/recordings/soa.h:ml 25195021 (40371516) J JUSTINE HOFF NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20154000!632 WY COMMON E 8 JANUARY07 2023 III 1111111111 11111111111 liii District Court El Denver Probate Court Weld County, Colorado Court Address: 901 9th Avenue Greeley CO 80631 13 In the Matter of the Trust created by: Elizabeth Anne Newton Settlor Attorney or Party Without Attorney (Name and Address): Camilla R. Saint Atty. Reg. #: 12918 Elizabeth R. Pass Atty. Reg. #: 54128 Attorneys at Law MEYER SAINT & PASS, PLC P.O. Box 3338 449 W. Elkhorn Avenue Estes Park CO 80517 Phone Number: (970) 586-8720 E-mail: meyerandsaint@airbits.com FAX Number: 720) 681-6307 • A COURT USE ONLY A Case Number: Division Courtroom TRUST REGISTRATION STATEMENT Important Notice The court will not routinely review or adjudicate matters unless it is specifically requested to do so by a beneficiary, creditor, or other interested person. All interested persons, including beneficiaries and creditors, have the responsibility to protect their own rights and interests in the estate or trust in the manner provided by the provisions of this code by filing an appropriate pleading with the court by which the estate or trust is being administered and serving it on all interested persons pursuant to § 15-10-401, C.R.S. The name of the trust is: Elizabeth Anne Newton Trust 1. Information about the trustee: Name: Donna Anne Newton Street Address: 225 Dundee Avenue, Unit 8 City: Greeley State: CO Zip Code: 80634 Mailing Address, if different: City: State: Zip Code: Primary Phone: (970) 978-0682 Email Address: Alternate Phone: 2. The records of this trust are kept at the principal place of administration, which is in Greeley. Weld County, (City and County) at the following address: 225 Dundee Avenue, Unit 8, Greeley, CO 80634 JDF 732SC R6/19 TRUST REGISTRATION STATEMENT Page 1 of 3 3. This trust x has not been registered elsewhere. Uhas been registered previously on (date) with the (name of court) in the State of pursuant to § 15-5-206(1), C.R.S. 4. This is Ua testamentary trust established by the will of in (name of was admitted to probate on (date), The will court) in the State of _ in case number: an inter vivos trust established by Elizabeth Anne Newton (settlor) dated August 3, 2012, as x amended . The trustee is Donna Anne Newton 5. If multiple trusts are registered on this date, provide additional identifying information: x By checking this box, I am acknowledging I am filling in the blanks and not changing anything else on the form. U By checking this box, I am acknowledging that I have made a change to the original content of this form. The undersign ed trustee acknowledges the existence of this trust and submits to the jurisdiction of this court in any proceeding roceedin relating to this trust. Within 60 days of registration, the trustee represents that the trustee must comply with § 15-5-206(3), C.R.S. VERIFICATION I declare under penalty of perjury under the law of Colorado that the foregoing is true and correct. rn 41_ Executed on the 1 day of 140 VfTh1'2021 (date) (month) (year) at �ee .e/), Co g"0 (city or other locatin, and state OR country) Donna Anne Newton (printed name) 5•"-R, Si. nature of Trustee) JDF 732SC R6/19 TRUST REGISTRATION STATEMENT Page 2 of 3 INFORMATION OF TRUST REGISTRATION It is not necessary that this portion of the form be completed on the copy of the statement filed with the court. To: Donna Anne Newton David Edwin Newton Nancy Lou Newton Gutierrez 225 Dundee Avenue, Unit 8 Greeley, CO 80634 1033 IA 22nd Avenue Court Greeley, CO 80631 1907 34th Avenue Greeley, CO 80634 You are a beneficiary with a present interest or you represent a beneficiary with a future interest, in the trust(s) described in the above Trust Registration Statement. Upon reasonable request, you may be entitled to additional information about this trust and its administration pursuant to § 15-5-813, C.R.S. Date: j trip O 2? Or"-nt? y(cje,/(_ Signature of Trustee Note: • File this registration statement in the county where the trust is being administered pursuant to § 15-5-205(1), C.R.S. For further requirements, see § 15-11-901, C.R.S. and C.R.P.P. 70. • The requirements of § 15-5-206(3), C.R.S. may be satisfied by mailing a copy of this statement to entitled persons. See also § 15-10-403, C.R.S. JDF 732SC R6119 TRUST REGISTRATION STATEMENT Page 3 of 3 4879742 02/01/2023 11:30 AM Total Pages: 10 Rec Fee: $58.00 Carly Koppes - Clerk and Recorder, Weld County , CO FORM OF SHORT FORM RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: Drafted by: Eli Oppenheimer Pivot Energy Inc Attention: Title Department 115015th Street, S'uite 400 Denver, CO 80202 (Space above this line for Recorder's use only) SHORT FORM OF SOLAR LEASE THIS SHORT FORM OF SOLAR LEASE ("Short Form") is made and entered into as of d 'flUon n , 20 by and between Jerry D. Cannon & Joyce M. Cannon Family Trust, (AKA the JE D. CANNON & JOYCE M. CANNON FAMILY TRUST DATED AUGUST 14, 1992) and the Elizabeth Anne Newton Trust whose residence/mailing address is 225 Dundee Avenue, Unit 8, Greeley, CO 80634 ("Owner"), and Pivot Energy Development LLC, a Colorado limited liability company, whose address is 1750 15t1) Street, Suite 400, Denver, CO, 80202 ("Company") (Owner and Company the "Parties" and each a "Party"), and provides as follows: W ITNESSETH The Parties agree: 1. The Parties have entered into a Solar lease ("Agreement") dated as of ) Acittnle.R: 1, 20 -1.3 ("Effective Date"). The Agreement grants Company exclusive rights in and to certafn land more particularly described in the attached Exhibit A ("Land") as well as in and to any easements, rights - of -way, and other rights and benefits relating or appurtenant to the Land ("Property"). The Agreement also restricts certain uses of and grants certain interests in and to the Property. 2. Generally, the Agreement: (a) concerns the development of solar energy project(s) by Company involving the Property ("Project"); (b) grants Company easements, leases, and other rights related to the Property; and, (c) limits, prohibits, and restricts other development or use(s) of the Property that interfere with the rights granted Company by the Agreement. 3. The Agreement consists of two periods — a "Development Term" and an "Operations Term" (together the "Term"). The Development Term is three (3) years from the Effective Date. By Notice to Owner, Company has the right to extend the Development term for up to two (2) additional consecutive periods of one (1) year each. 4879742 02/01/2023 11:30 AM Page 2 of 10 The Operations Term starts on the earlier of: (a) Company's notice to Owner of the start of the Operations Term; (b) the date that is twelve (12) months after the date of the start of construction of the Project as set forth. in a notice from Company to Owner; or, (c) the first day the Project delivers electricity in. commercial quantities (excluding test energy) and continuing thereafter until the date that is twenty one (21) years after this date. By notice to Owner, Company has the right to extend the. Operations Term for up to two (2) additional consecutive periods of ten (10) years each. Company and Owner acknowledge that as of the Effective Date of this Agreement, another solar energy project is under development on another portion of the Land. In the event Company is successful in developing the Leased. Area :for the Intended Use, Company agrees to align the Operations Extensions terms of the Agreement to expire at the same as the first solar project. 4. By the Agreement, Owner grants Company certain exclusive and non-exclusive rights. For the Development Term Owner grants Company exclusive rights to the Property for performing "Development, which means (a) all actions, studies, and tests related to the evaluation and. investigation by Company of the suitability of the Property for solar energy development including performing the following on the Property: 0i) inspections and surveys; ii) archaeological, avian, geologic, and soils studies and tests; (iii) electrical interconnection and transmission studies and tests; (iv) environmental inspections, studies, and surveys; (v) the operation. of equipment for evaluating. measuring, and. monitoring meteorological conditions; and (vi) conducting meteorological studies and tests and (b) construction of the Project including of those systems authorized to be located on the Property during the Operations Term. For the Operations Term, Company will have exclusive use and possession of the Land and to the extent permitted under the pertinent grant/right to Owner exclusive right to all other parts of the Property. Company will have the right to use the Property for Development and for testing, permitting, construction, operation, maintenance repair, replacement, repowering and decommissioning of the Project and for all uses contemplated in the permits orauthorizations relating to the Project, including all activities necessary, incidental or convenient to that use, and any other lawful uses consistent with the operation of the Project, ect, including, the following activities (collectively, the Intended Use"): As Company deems necessary in its sole discretion, whether on or off the Property, Company may erect, relocate, repair, replace, maintain, operate and remove (a) on and from the Land solar energy measurement, collection, conversion, and generation systems and equipment of any type and quantity, including fences, foundations, racking systems, inverters, converters, substations, interconnection and switching facilities, tracking systems, buildings, and other equipment and improvements for the conversion of solar energy into electricity and for the storage of such electricity and (b) and on and from the Property transmission, distribution, and communication lines, poles, anchors, support structures. underground cables, andassociated equi.pm.ent and appurtenances, and roads. Any such equipment, facilities or other improvements erected or constructed on the Property are referred to as the Improvements"' 4879742 02/01/2023 11:30 AM Page 3 of 10 Romany may remove, trim, prune, top or otherwise control the growthof any tree, shrub, plant or other vegetation or dismantle, demolish, and remove any improvement, structure, em at.ent, impediment, berm, wall, fence or other object, on or that intrudes (or could intrude) into th.e Property or that could obstruct, interfere with or impair the Pr.. o' ect or the Intended Use, as well as perform grading on the Prope Company .m.ay occupy, use, renovate, rebuild.. demolish, and/or remove any existing structures on the Property, including use of any structures as office or living quarters in connection with construction, operation, and management of the. Project and, Company may control and restrict access onto and over and across the Property. Owner consents to Company's location of the Improvements at any. location on the Property, including at or near property lines. 5. The Agreement also, among other things: (a) restricts Owner's access to the Property p' during the Term; (.b) requires Owner to grant such further easements for access and utility purposes as Company may require; (c) prohibits any activities, whether on or off the Property, that interfere with the passage of sunlight on to the Property; (d) includes an express ress rant of a solar easement as described in. Colorado Revised Statutes 38-32.5-100.3 et se(e)includes a mechaniq}mechanism for dividing the Property into multiple separate leases for separate. projects; (0 includes a waiver by Owner of any interest in the Improvements, including any potential lien rights; (g) addresses the rights of the Parties in the case of a condemnation of all or part of the Property; (h) authorizes Company to satisfy Owner's obligations that may become a lien or encumbrance on the Property or improvements; (0 includes limited remedies and prohibits certain remedies; and, (j) includes limited bases far termination. 6. The Agreement runs with th.e Property and includes a quiet enjoyment clause. 7. The Agreement includes broad assignment and finance -related provisions in favor of Company, an including: (a) the right of Company andits assignees to assign (including by assignment, lease, or sublease, or a grant of 1.icenses,. easements, sub -easements or co -easements) all or part of their rights under the Agreement and/or the Improvements, including for collateral security purposes; the right of Company or its assignees to mortgage the Leasehold Estate and the I.mprovements; (c) the obligation of, Owner to give Company and Lender notice of defaults; the right of Lender or assignees to exercise Company's rights under the Agreement and/or take title to the Leasehold Estate, Improvements, and/or Company's 's rights under the i P y A.greernent (but as provided for in. the Agreement Lender have no obligations under the Agreement unless and until they hold a. direct interest in the Property); (e) limited bases for termination (i.e. only in the case of uncured monetary defaults and after expiration of all applicable cure periods 0 cure rights in favor of Company, assign and Lenders and separate cure periods for Company and Lenders ; and, if the obligation of Owner to execute a new lease if the Agreement is terminated. 8. The conditions, covenants, definitions (including the definition of capitalized terms not defined in this Short Form), limitations, restrictions, and terms governing the encumbrances imposed on the Property, restrictions on use of the Property, and rights granted in and to the 4879742 02/01/2023 11:30 AM Page 4 of 10 Property are set forth in the Agreement, Without limitation, and except as expressly authorized by the Agreement, these include Owner's covenant to not grant any third party y any rights to evaluate or develop the Property. Also, the Agreement specifies limitations, requirements, and/or the eon e ance anal development of mineral rights associated with the restr�etrpans, �n:(a)Property (including a surface use relinquishment by Owner, as well as a requirement that any mineral interest owners enter a surface use or aeeornrnodati.onagreement with Company); (b) interference with the Project and/or with the rights granted in the Agreement; and/or, (c) "severance" of solar rights associated with the Agreement. Property or revenue related to the 9. Also by the Agreement Owner covenants: (a) to obtain for the benefit of Company a non - disturbance and subordination agreement from each holder of an interest in the Property; e. (b) to amend the Agreement as Company may request in connection with..its financing; and, (c) to execute consents and estoppel certificates icates as Company may request from time -to -time. . The Parties have executed and recordedthis Short Form for the purpose of giving record notice of the Agreement, of the exclusive easements, leases, and rights it grants, and of certain restrictions it imposes. Allof the conditions, covenants, and terms regarding the Agreement are more particularly set forth. in the Agreement which is incorporated by this reference. In the event of any conflict betweenthe conditions and terms set forth in this Short. Form and the conditions and terms set forth in the Agreement, the conditions and terms of the Agreement will control g and govern. This Short Form may be executed and/or recorded in counterparts. SIGNATURE PAGES FOLLOW 4879742 02/01/2023 11:30 AM Page 5 of 10 OWNER SIGNATURE PAGE TO SHORT FORM OF SOLAR LEASE I. WIT `• ESS WHEREOF, OF, the Parties have executed this SHORT F RM OF SOLAR LEASE as of the date set forth. above. OWNER: The Elizabeth Anne Newton Trust P •rte— .....�......... e�: ..... :s ' 1 Name: Donna: Anne Newton Title: Trustee of the Elizabeth Anne Newton Trust a TATE F 1 O tom: )ss. COUNTY OF On C c 20 2 before me, the undersigned, a Notary Public in and for said County and Mate, personally appeared fbr1r7 -,.k)et,twersonaiiy � pp ea.... known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized ea.pacit es) and that by his/her/their signature(s) onthe instrument the person(s), or the entity upon behalf of which the person(s) acted, executedthe within instrument. WITNESS my band and l eial seal,. Notary Public Cornmission ssion Expires: KAREN ANN MELBY NOTARY PUBLIC STATE OF COLORADO NOTARY ICS 20214042425 MY COMMISSION EXPIRES OCTOBER V7, 2025 1 .� lab ~._i 4879742 02/01/2023 11:30 AM Page 6 of 10 OWNER SIGNATURE PAGE TO SHORT FORM OF SOLAR LEASE IN WITNESS WHEREOF, the Parties have executed this SHORT FORM OF SOLAR LEASE as of the date set forth above. OWNER: sfe. D. Cannon & JOyce M. Cannon Family Trust (AKA THE JERRY a CANNON JOYCE M. CANNON FAMILY '` TRUST DATED AUGUSt 14, 1.992) By: Name: L-25 Title: Successor trustee of the Jerry 1). Cannon and. Joyce NI. Cannon Family Trust STATE OF("At COUNTY OF )ss. tAridiestO sew- On 4,,40 to 20 f , before me, the undersigned, a Notary Public in and for said County and State, erso na.l ly appeared thriatoiges ("o_ personally known to me (or proved to me on the basis of atisfaetors evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged ed to me that he/she/thee executed the same in his/her/their authorized capacity(ies), (ies ), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the within instrument. WITNESS my hand and official seal. Notary Public Commission Expires 4879742 02/01/2023 11:30 AM Page 7 of 10 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, aid not the truthfulness, accuracy, or validity of that document. State of California County of San Bernardino before me, , Notary Public (insert name and title of the officer) personally appeared r) s ilaftr,„ At who proved to me on the basis of satisfactory evidence to be the person(s) whose narme(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized cap city(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 1 WITNESS S my hand and offi sear Signature (Seal) K LEON COMM. 02419194 Notary Public Calititirma SAN BERNARDINO COUNTY 2 My Comm. Exp October 01, 2026 4879742 02/01/2023 11:30 AM Page 8 of 10 OWNER I N TURE PAGE TO SHORT FORM OF SOLAR LEASE IN WITNESS WHEREOF, the Parties have executed this SHORT FORM OF SOLAR LEASE as of the date set forth above, OWNER: Jerry D. Cann.on & Joyce Ms Cannon Family Trust (AKA THE JERRY .Y D. CANNON JOYC M. CANNON FAMILY TRUST DATED AUGUST :T 1.4, 1992) By: Name: Curtis Cannon Title: Successor trustee of the Jerry a Cannon and Joyce M. Cannon Family Trust STATE OF �.a.. P,�4.s1, ci 's. • .^.4i IN* 2013 , before me, the undersigned. a Notary Public in and for said County an State, personally appeared t4 -• t personally known to me (or provedto me on the basis of satisfactory evidence) to be the person(s) whose name( ubser' • ad to the within instrument and acknowled red to tha executed the same authorized capacity(ies), (i s) and that by r ignature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed th.e within instrument.. WITNESS my hand and official sea Notary Pu: a Commission Expires: Kse z 1016:•-.._. ..:..•T. ,•,...._.::..a� PP rr ' h w w dV IU n ii 9s M/J_ COMM. #2.316144 Notary Public - Ca3/4fort is ao Riverside County Comm. F`n.i�<.:,>„ ia.. r 4 4879742 02/01/2023 11:30 AM Page 9 of 10 COMPANY I+ NATURE PAGE TO SHORT FORM F SOLAR LEASE IN WITNESS HERE+(F,. the Parties have executed this SHORT FORM F SOLAR LEASE as of the date set forth above. Company: Pivot Energy Development LLC By: Name; &I.) Title: Author], ed Representative ACKNOWLEDGEMENT STATE OF C oh.° as, ch., )ss. COUNTY OF II narki . ANY K, JENKINS Hoary Public fete of Colorado tiiy ID 0 2011 407424.0 fl Ex Inn 05-11-2024 On & n ' - did , 20 23 before me, the undersigned, a Notarry Public inandfor said County and State, persona ly appeared Lori ecel 4 -2 -ft^{ `t . personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/'their authorized capacity(ies), and that by his/her/their signature(s) on th.e instrument. the person(s), or the entity upon behalf of whkh the person(s) acted, executed the within instrument. WITNESS my hand and official c1.al seal. otary Public bmmission Expires: - ti 4879742 02/01/2023 11:30 AM Page 10 of 10 EXHIBIT A TO SHORT FORM OF SOLAR LEASE DESCRIPTION OF THE LAND THAT CERTAIN REAL PROPERTY LOCATED IN WELD COUNTY, COLORADO, DESCRIBED AS: Parcel I Township .......................... Range S Section . Portion of Section Acreage 080323200022 6N 65W 23 SE4 NE4 35 Total Acreage 35 TAY *or SIFOCC $cx•j `gn t• e vs. N' r. .R� { A:3 n 5f ! yi F'.2�- t t' 1 '✓.J..i,C.a 1•C,:'i'i I�.. Cipti f i ge p n ^4yr_ { :14:t•• :4,arr..(•.: C':f• >• ,.. iticm t etirtry J#e44) r. p. Ae. i Val nnelf Yfi#a! 7A: :i ..:w ..�:i..d•' L:N.rY is,A"fi F.:.y..r Ia;%•^'.o: T.�: �. t i .:C'> Sr%..� w:. e:s :w. y ) :):., >y.:;: t 'P w:?'y S 1.. :,ra: i- r'• u:�:^. a.::' 1: .'eR. y t .i''.' '�i.• i,�:Y�. etc4 :' N a�"t S;l.:p•'• .r pp: � �` �Y :`:f'"f%�'a�.. � w..s :o`f.f ti!'.:xl. ? .ys �: :�' :;k `f *a: Ajs'ij .1 � ' � r. �t 1'��'�'•6r:`'.x�.:; :: .�.:r'ie f, 1k ! i.�a{: iii. �. ''! a :.< .s...:1E M' .. ' M .. � •r l•! _ [. +c o n, l' '� n .w. •. 4 -• E. :PJ •. �'Y 'Y 4. � •�� •. Y :�'P � s' AAA tmwf it'.. f�'• Ari"* .r. F. t if':! v,• rot .K. / 4,. .h/ ikbetinett Moir .,•,% C t• „ • ey `� r Pivot ��I► Energy Pivot Energy Inc. — Planning Questionnaire 1. Explain the proposed use and business name. • Pivot Solar 58 LLC and Pivot Solar 60 LLC c/o Pivot Energy Inc. (collectively, "Pivot") is seeking to construct two directly co -located solar gardens in Weld County that will total approximately 5.6 MWac in size on the following parcel: 080323200022. • The projects will be built on approximately 35 contiguous acres. • Pivot Solar 58 LLC will deliver electricity to Xcel Energy for 20 years through the Utility's "Solar*Rewards Community" program. After the program sunsets, Pivot intends to enter into a power purchase agreement with the utility to continue providing clean energy to Weld County between years 20-40, which is the full term of the lease (40 yrs). • Pivot Solar 60 LLC will deliver electricity to a local energy consumer via Xcel Energy's "Solar*Rewards Offsite" program. This program is similar to Xcel's "Solar Rewards Community" program but allows for larger power consumers to subscribe to a larger amount of solar. • Dual use "agrivoltaics" — projects that incorporate agricultural uses with solar energy production — are a priority for Pivot's portfolio of sites undergoing permitting in 2024. Depending on site characteristics, tenant farmer availability, and project financials, Pivot will evaluate whether the secondary agricultural use will take the form of sheep grazing or crop production underneath the panels, with a strong preference towards the latter. Based on a preliminary review of this site, Pivot feels confident that crop production is feasible under the panels and will keep planning staff updated on findings during the development process. • The panels are expected to be less than ten feet above grade at their highest point, and Pivot commits to following the Weld County Code for panel height restrictions. The panels will be surrounded by a decorative wildlife friendly game fence, similar to what the Colorado Department of Transportation ("CDOT") and Colorado Parks and Wildlife ("CPW") use. Their exact height is subject to final structural engineering. • The project lease area will include panels and inverters mounted on steel posts/beams, concrete -pad - mounted transformers and other electrical equipment, an access drive with hammerhead emergency turn -around, and perimeter fencing with gates. • The solar array will be designed to meet the maximum wind and snow loads applicable in Weld County. In addition, the panels themselves have a manufacturer warranty of at least 25 years. • Generally, a contracted Operations and Maintenance ("O&M") crew of one to four people will visit the site four to eight times annually for routine inspections, maintenance, and vegetation control and on an as -needed basis to address equipment outages. There will be no permanent staff on the site, which will be remotely monitored. • Upon the conclusion of the project's useful life, the project owner will remove all project materials and return the property to the landowner in the originally leased condition, minus any vegetation and grading. Please reference the attached Decommissioning Plan for more information. 2. Explain the need for we propose() use. • The Weld County Comprehensive Plan states that one of the County's top priorities is preserving landowner rights and creating an environment conducive to local economic growth, all while maintaining the overall well-being of the local population. Specifically, the code plan states "...the goal of the Comprehensive Plan [is] to promote opportunities for County Citizens, while protecting private pivotenergy.net `� r Pivot ��I► Energy Pivot Energy Inc. — Planning Questionnaire property rights." • Pivot's ground lease presents an advantageous opportunity for the County to generate additional revenue, which will go toward funding local schools and other public resources. Revenues from this project would far exceed any revenues that would be collected from agricultural leases on the same acreage. • This project will also provide reduced -cost energy to customers of Xcel Energy located in Weld County and across the state. 3. Describe the current and previous use of the I2fd • The land is currently zoned agricultural. In the past, the land has been used for agricultural production. 4. Describe the proximity of the proposed use to residence. • On November 17, 2023, all abutters to the property were sent a USPS priority mail envelope containing a letter notifying them of the project, addressing frequently asked questions, and providing contact information at Pivot. • In addition, a community meeting was held on December 4, 2023, at the Farr Regional Library in Greeley. Invitations were included in the USPS priority mail envelopes, and neighbors within a 1600 foot radius were invited to the meeting. No neighbors attended the meeting, and no comments were received via email or phone call. • The proposed project is located solely on the southern two thirds of the property, and all nearby residences are located more than 500 feet from the project's boundary. 5. Describe the surrounding land uses of the site and how the proposed use is comnatible with them. • The surrounding land uses are a mix of agricultural, oil and gas, and rural residential units. • There are no residences located within 500 feet of the project boundary. • As a low -impact use, solar energy naturally co -exists well with agricultural and oil and gas operations. It produces no sound, light, or traffic, and is an unmanned operation with the exception of 4-8 annual visits by a small maintenance crew (1-2 pickup trucks). Pivot's solar facilities use pollinator - friendly, low growth seed mixes, and blend into the natural landscape. 6. Describe the hours and days of operation (i.e. Monday thru Friday 8 AM to 5 PM) • During construction, crews will be on -site from approximately 7:00 am - 6:00 pm Monday -Friday. Most vehicles will arrive early in the morning (7:00 to 9:00 am) and will begin departing the construction site around 3:00 pm. • Once constructed, the site will be unmanned but the solar farm will generate electricity during daylight hours each day of the year. • Operations and maintenance crews will be on -site up to eight times annually for up to four hours per visit. 7. Describe the number of employees including full-time, part-time and contractors. If shift work is proposed, detail number of employees, schedule, and duration if shifts. • During the construction phase, there will be a crew made up of approximately 40 people on site each day. The construction crew will consist of project managers, laborers, electricians, civil contractors, and any other necessary personnel for the project. Once construction is complete, there will rarely be personnel on site, generally limited to a local grazer, tenant farmer, and/or O&M crew during their scheduled trips. pivotenergy.net `� r Pivot ��I► Energy Pivot Energy Inc. — Planning Questionnaire 8. Describe the maximum number of users, patrons, members, buyers, or other visitors that the site will accommnd?te nt any onQ grime. • The site will not be open to the public. • The gate around the site will be locked and will only be accessible to those constructing the facility or periodically maintaining the facility. The site will also be accessible to life -safety emergency personnel. List the types and maximum numbers of animals to be on the site at any one time. • During commercial operation of the solar facility, Pivot anticipates using seasonal sheep grazing to manage vegetation onsite. During the summer months, approximately 40 sheep will be onsite, at the discretion of the local grazing partner. 10. List the types, and number of operating and processing equipment. • Not applicable. 11. List the tunes, number and uses of the existing and proposed structures. • There will not be any structures built onsite. 12. Describe the size of any stockpile, storage, or waste areas • There will not be any stockpile, storage, or waste areas onsite. 13. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. • Any debris, junk, or wastes associated with building the project will be removed and disposed of property prior to completion. No waste will be produced once the array is "turned -on" and producing energy. 14. Include a timetable showing the periods of time required for the construction of the operation. • Please reference the Vehicle Trip Generation Table Below. Table 1 —Vehicle Trip Generation Project Phase (Time Period) Vehicle Type Estimated Gross Vehicle Weight Number of Vehicles Per Day Maximum and Average Vehicle Trips Per Day Site Preparation (approx. 1-3 weeks) Equipment Hauling Trucks 30,000-65,000 lbs 0-2 0-4 Passenger Vehicles 2,000-10,000 lbs 1 2-5 4-10 Fuel Delivery 20,000-30,000 lbs 1 2 Max-16/Ave-9 Material and Equipment Delivery (approx. 4-5 weeks) Conex Container and Delivery Trucks 30,000-50,000 lbs 10-30 • 20-60 Equipment Hauling Trucks 20,000-40,000 lbs 0-8 0-16 Max — 79/Ave - 40 Solar Garden Installation (6-7 months) Passenger Vehicles 2,000 to 10,000 lbs 1 1 20-30 40-60 Fuel Truck 20,000 to 30,000 lbs 1 2 Material Delivery Truck 20,000 to 30,000 lbs 1 2 Max — 64/Ave - 52 Operations (ongoing once operational) Utility Vehicle 2,000 to 10,000 lbs 1 per month or less Max - 2/Ave - 0 pivotenergy.net ` r Pivot ��I► Energy Pivot Energy Inc. — Planning Questionnaire 15. Describe the proposed and existing lot surface type and the square footage of each type (i.e. asphalt, gravel, landscaping, dirt, grass, buildings). Disturbance Surface Type 6 Disturbance Area (sf) Disturbance Area (ac) , Gravel Access Drive 49,923 0.939 Concrete Equipment Pads 918 / 0.021 A 4 Y 0.022 979 Class VI Equipment Pads 10.983 Total 142,820 • The remaining project area will be seeded with a native pollinator friendly grass mix or agricultural crop production. 16. Hewn, many parking spaces are proposed? How many handicap-nrressible parking spaces are proposed? • No parking spaces are proposed on -site. This site is not open for public access. 17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. • Pivot is proposing to use a decorative wildlife friendly fence to enclose the area as well as low growth decorative native grasses in between array rows and around the sides of the array. • The proposed fence is Colorado Parks and Wildlife's preferred decorative wildlife -friendly game fence, 8' tall with a smooth top wire. • There will be no on -site outdoor storage areas. 18. Describe the existing and proposed landscaping for the site, • Pivot will be seeding under the panels with a native pollinator friendly grass mix, or utilizing dual -use crop production underneath the panels. • Pivot is proposing to use a decorative wildlife friendly fence to enclose the area. • No additional landscaping is proposed. 19. Describe reclamation and procedures to be employed as stages of the operation are phased out or upon cessation of the A_Ise by Special Review activity • Once the project has reached the end of its useful life and the lease has been terminated, Pivot or the facility owner will remove all improvements made and either recycle, reuse, or repurpose all materials. The site will be re -seeded with a native dryland seed and the property will be returned to the landowner ready to be developed as he or she wishes. • Please reference the attached Decommissioning Plan for more details. 20. Describe the proposed fire protection measures. • Pivot will maintain vegetation under the panels. • Internal roads and setbacks between fence and array have been designed to provide access by emergency vehicles if need be. pivotenergy.net `� r Pivot ��I► Energy Pivot Energy Inc. — Planning Questionnaire 21. Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. • In Section 22-2-10 C, the County Code states that one of its guiding principles is to Promote Economic Growth and Sustainability. The proposed project is a PV solar facility that generates electricity without generating any emissions. This project will last for 20-40 years, bringing the County economic revenue and support. This project will further Weld County's stated goal of encouraging the development of alternative energy sources as a hedge against the volatility of traditional energy sources. • In Section 22-2-60 A, the County Code states the importance of Wildlife in the County. The proposed project will be surrounded by a wildlife friendly game fence to ensure no animals are trapped within the project area. Studies of the project area did not reveal any nexus with any protected, threatened, or endangered species or their habitats. In addition, Pivot will work with Colorado Parks and Wildlife to ensure the project meets any necessary requirements. • In Section 22-2-60 B, the County Code states it aim to support responsible energy and mineral development. Solar is both an alternative and sustainable energy source that does not emit any odors and has limited vehicle traffic once construction is complete. In addition, the agricultural land that the solar facility is on will be preserved throughout the lifespan of the solar array and can be used for agricultural purposes following the life cycle of the system. This development will not generate any perceivable noise and therefore complies with this development requirement. 22. Explain how this proposal is consistent with the intent of the zone district in which it is located. (Intent statements can be found at the beginning of each zone district section in Article III of Chapter 23 of the Weld County Code.) • Section 23-3-10 of the County code states: The A (Agricultural) Zone District is intended to provide areas for the conduct of agricultural activities and activities related to agriculture and agricultural production, and for areas for natural resource extraction and energy development, without the interference of other, incompatible land uses • The solar facility will not have any negative effects on the agricultural land beneath it. Pivot will seed the ground beneath the solar array with a native seed mixture that will help preserve the agricultural land. • In addition, Pivot is evaluating dual use "agrivoltaics" on this site, as explained in question 1, which will further align with the intent of the zoning district. 23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master piPnc of 2ff9cted municipalUtlec. • The solar array will use native seed mixture or agricultural crop production that will help maintain high -quality soils for any future agricultural production following the life cycle of the array. • Please see the supplemental Decommissioning Plan document for additional information. 24. Explain how this proposal impacts the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. • The proposed solar array will meet the health, safety, and welfare goals of the County because the array will not produce any odors or fumes. The solar array will help produce clean, long-term energy for the County, therefore meeting the goals of maintaining a healthy society. pivotenergy.net `� r Pivot ��I► Energy Pivot Energy Inc. — Planning Questionnaire 25. Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts to roncPrkfe prime agriculture! Hind in the !ocatinnal dPrks on for the pronoced! 4 ucP. • Pivot is currently reviewing dual use "agrivoltaics" at this site. Depending on site characteristics, tenant farmer availability, and project financials, Pivot will evaluate whether the secondary agricultural use will take the form of sheep grazing or crop production underneath the panels, with a strong preference towards the latter. • If crop production is found to be a feasible secondary use, Pivot will be installing subsurface drip irrigation to irrigate the proposed crop production. The property currently uses flood irrigation for farming operations, with water rights leased by the owner from Cache La Poudre Reservoir Company. If it is feasible to proceed with crop production onsite, Pivot will work with the owner and tenant farmer to ensure enough water is available to irrigate the portion of the property within the project boundary. According to the USGS, drip irrigation uses up to 25% less water than flood irrigation due to greatly reduced losses from evaporation. 26. 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. • This site is located within the Greeley -Weld County Airport Overlay zone. The project will not exceed any height limitations, will not have any onsite lighting, will not create any visual impairment, will not create any electrical interference, and will not create additional bird strike hazard. 27. Detail known State or reaeral permits required for your proposed use(s) and the status of each permit. Provide a copy of any application or permit. • There are no State or Federal permits associated with the project besides state electrical permit and state Storm Water Pollution Prevention Plan (SWPP), which will be complete prior to submission of building permit. pivotenergy.net Pivot Energy Pivot Energy Inc. — Development Review Questionnaire 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 access to the site will come from CR 47. The entrance to the site will be on the southeast corner of the parcel via the existing site access for the existing Pivot Solar 28 LLC ZPSF project. Access to the parcel will not come from any other areas. • The access proposed for this site has been approved by Weld County Public Works. The approved access will serve Pivot Solar 28 LLC, Pivot Solar 58 LLC, and Pivot Solar 60 LLC. 2. Describe any anticipated change(s) to an existing access, if applicable. • The proposed access for Pivot Solar 58 LLC and Pivot Solar 60 LLC will extend the existing access to Pivot Solar 28 LLC. This will be accomplished by improving the existing access road beyond the turnoff for Pivot Solar 28 with gravel aggregate to accommodate emergency services. 3. Describe in detail any existing or proposed access gate including its location. • An access gate will be located at the entrance of the fenced area. This access gate will be locked and not accessible by the public. This gate will be accessible to emergency vehicles and operators. 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. • The proposed access will be located off CR 47, directly across the road from the existing access for the parcels east of the project. This is located 1/2 mile south of the intersection of CR 47 and Hwy 392/CR 60, and % mile north of the intersection of CR 47 and CR 66. 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. • There are no anticipated visual difficulties seeing oncoming traffic from our proposed access point. 6. Describe any horizontal curve (using terms like mild curve, shar curve, reverse curve, etc.) in the vicinity of an existing or proposed access. • Please reference traffic impact study included herein. 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. • The access and site are mostly flat. The topography of the full site varies by only a few feet on average overall. pivotenergy.net Pivot Pivot Solar 58 and 60 LLCs — Environmental Health Questionnaire Energy 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 letter from the Water District, a tap or meter number, or a copy of the water bill. • No permanent potable water is proposed onsite. • Bottled water will be provided during construction. 2. Discuss the existing and proposed sewage disposal system. What type of sewage disposal system is on the property? If utilizing an existing on -site wastewater treatment system, provide the on -site wastewater treatment permit number. (If there is no on -site wastewater treatment permit due to the age of the existing on -site wastewater treatment system, apply for a on -site wastewater treatment permit through the Department of Public Health and Environment prior to submitting this application.) If a new on -site wastewater treatment 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.) • No septic or sewage disposal is proposed to be onsite. • Portable toilets will be provided during construction. 3. If storage or warehousing is proposed, what type of items will be stored? • No storage or warehousing is proposed to be on site. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on the site. • No storage and/or stockpile of wastes, chemicals, or petroleum will take place onsite. 5. If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. • There will not be any fuel storage on site. 6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. • No vehicle washing will take place. 7. If there will be floor drains, indicate how the fluids will be contained • No floor drains will be built. The site will contain its runoff the same was as before. The panels do not increase the impervious surface of the site. 8. Indicate if there will be any air emissions. • The solar array will not release any air emissions. 9. Provide a design and operations plan if applicable. • N/A 10. Provide a nuisance management plan if applicable. • N/A 11. Additional information may be requested depending on type of land use requested. • Noted. pivotenergy.net From: To: Cc: Subject: Date: Attachments: Bradley Thomas Chris Gathman Kyle Sundman Re: PRE23-0216 Completeness Review Comments - Authorization Forms are not Acceptable Wednesday, February 21, 2024 9:46:35 AM 02a - FX-Donna Newton Auth Form PS58 PS60 20240220.pdf Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Thanks Chris, To answer your questions: 1. Yes, the property is currently flood irrigated with water rights leased from Cache La Poudre Reservoir Company. 2. If we determine that Agrivoltaic crop production is feasible onsite, we would be installing subsurface drip irrigation using the same water that the owner already has rights to. The portion of the property outside of the solar farm area would continue to be farmed regardless of if Agrivoltaics are possible. Please see question 25 in the updated planning questionnaire (from 1/30) for more detailed answers to both of these questions. Additionally, I've attached Donna Newton's (trustee, Elizabeth Anne Newton Trust) authorization form here. Chris Cannon's form should be in later today. Thanks BRADLEY THOMAS I Senior Associate, Project Development bradley.thomas@pivotenergy.net M 415.306.6332 I LinkedIn Pivot Energy I Clean Energy. Clear Choice On Wed, Feb 21, 2024 at 9:35 AM Chris Gathman <cgathman@weld.gov> wrote: Dear Bradley, I will proceed with setting up the case. Given that this is coming up with several of these solar USRs — can you please provide a response to the following questions: 1. The property is identified as Prime if Irrigated — is irrigation water/water rights associated with the property? 2. Where will water be obtained for Agrivoltaics — should the applicant choose to use this option? Regards, Chris Gathman Planner III Weld County Department of Planning Services 1402 N. 17th Avenue PO Box 758 Greeley, CO 80632 cgathman@weldgov.com 970-400-3537 From: Bradley Thomas<bradley.thomas@pivotenergy.net> Sent: Tuesday, February 20, 2024 10:02 AM To: Chris Gathman <cgathman@weld.gov> Cc: Kyle Sundman <ksundman@pivotenergy.net> Subject: Re: PRE23-0216 Completeness Review Comments - Authorization Forms are not Acceptable Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Chris, Following up here again. Please see attached Curtis Cannon's authorization form. The rest should be coming either later today or tomorrow - can you begin the review? Again, we have notarized authorization forms already, we're just waiting for the new versions as requested. Thanks BRADLEY THOMAS I Senior Associate, Project Development bradley.thomas@pivotenergy.net M 415.306.6332 I LinkedIn Pivot Energy I Clean Energy. Clear Choice On Wed, Feb 14, 2024 at 9:13 AM Bradley Thomas<bradley.thomas@pivotenergy.net> wrote: Chris, Following up here - it'll likely be a couple more days before we can get new authorization forms, but the 3 -signature -page version shows verifiably that we are authorized to apply for the permit. Can we begin review so that we can keep the project moving? I'll have the new forms soon, but it takes a bit of time for our landowners to get a notarized signature. Thanks BRADLEY THOMAS I Senior Associate, Project Development bradley.thomas@pivotenergy.net M 415.306.6332 I LinkedIn Pivot Energy I Clean Energy. Clear Choice On Mon, Feb 12, 2024 at 10:31 AM Bradley Thomas<bradley.thomas@pivotenergy.net> wrote: Chris, That is unfortunate. I'll work on getting those updated auth forms ASAP. In the meantime, can you begin your review? The current auth forms should show that we are in fact authorized to apply for this permit, and I will have the new versions back soon - just hoping to keep this project moving and avoid more stalls because of these forms. Thanks BRADLEY THOMAS I Senior Associate, Project Development bradley.thomas@pivotenergy.net M 415.306.6332 I LinkedIn Pivot Energy I Clean Energy. Clear Choice On Tue, Feb 6, 2024 at 3:08 PM Chris Gathman <cgathman@weld.gov> wrote: Dear Bradley, I do not have good news. I have discussed with my supervisors. You modified these documents without County permission and these documents are not in an acceptable format. The documents need to be in the format of the single page authorization form. The authorization form(s) will need so be signed and notarized and be submitted on the authorization form which is on the County Webpage. If you have any additional questions/concerns — Max Nader would be your point of contact. Regards, Chris Gathman Planner III Weld County Department of Planning Services 1402 N. 17th Avenue PO Box 758 Greeley, CO 80632 cgathman@weldgov.com 970-400-3537 From: Bradley Thomas<bradley.thomas@pivotenergy.net> Sent: Monday, February 5, 2024 12:42 PM To: Chris Gathman <cgathman@weld.gov>; Kyle Sundman <ksundman@pivotenergy.net> Subject: Re: PRE23-0216 Completeness Review Comments Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Chris, Following up here - are we good with the three -page version? Each signature page is a direct copy of the standard block at the bottom, includes a page number, and is notarized, so I'm not sure I see what the issue could be. Thanks BRADLEY THOMAS I Senior Associate, Project Development bradley.thomas@pivotenergy.net M 415.306.6332 I LinkedIn Pivot Energy I Clean Energy. Clear Choke On Fri, Feb 2, 2024 at 9:45 AM Bradley Thomas<bradley.thomas@pivotenergy.net> wrote: Hi Chris, I tried a few different methods to get in touch with the planning office about the authorization form and wasn't able to get a hold of anyone over the past couple weeks, so I moved forward with the three separate notarized pages. Could you please have this reviewed as -is so that we can avoid further delay? Each page is notarized with the original acknowledgement, contains the name of the document, and contains a page number, so I'm not sure why there would be an issue adding additional pages for the notarizations as we would in any other legal document. Thanks BRADLEY THOMAS I Senior Associate, Project Development bradley.thomas@pivotenergy.net M 415.306.6332 I LinkedIn Pivot Energy I Clean Energy. Clear Choice On Fri, Feb 2, 2024 at 6:44 AM Chris Gathman <cgathmangweld.gov> wrote: Dear Bradley, Authorizations are looked at with a fine toothed comb by our Clerk to the Board's Office. It may be easier to not change or add pages — I recommend just provide three separate authorization forms signed by each party. Regards, Chris Gathman Planner III Weld County Department of Planning Services 1402 N. 17th Avenue PO Box 758 Greeley, CO 80632 cgathman@weldgov.com 970-400-3537 From: Bradley Thomas<bradley.thomas@pivotenergy.net> Sent: Monday, January 22, 2024 6:33 PM To: Chris Gathman <cgathman@weld.gov> Cc: Kyle Sundman <ksundman@pivotenergy.net> Subject: Re: PRE23-0216 Completeness Review Comments Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Chris, Thanks for sending the comments over - We're working on them and I'll have updated versions for you soon. I have a quick question about the authorization form - since Joyce Cannon's passing, there are now three signatures required from people located in different areas. I've modified the form to have 3 individual signatures/notarizations, each on their own page. Could you please take a look and confirm this form will work for the County's Purposes? Thanks BRADLEY THOMAS I Senior Associate, Project Development bradley.thomas@pivotenergy.net M 415.306.6332 I LinkedIn Pivot Energy I Clean Energy. Clear Choke On Thu, Jan 11, 2024 at 2:04 PM Chris Gathman <cgathman@weld.gov> wrote: Dear Bradley, Sorry for the delay. See the attached completeness review comments: Per Environmental Health: APPLICATION INCOMPLETE: provide an update EH questionnaire that indicates portable toilets and bottled water will be provided during construction. Per the Department of Planning Services. APPLICATION INCOMPLETE: Planning is unable to verify that Joyce Cannon can sign the attached authorization form — see the attached map, authorization form and 32023 deeds. Specifics on the irrigation water onsite needs to be addressed. The application states that the farm is farm irrigated — is the water being leased? Are there water rights associated with the property? Let me know if you have any questions. Regards, Chris Gathman Planner III Weld County Department of Planning Services 1402 N. 17th Avenue PO Box 758 Greeley, CO 80632 cgathman@weldgov.com 970-400-3537 STATEMENT OF CONFIDENTIALITY & DISCLAIMER: The information contained in this email message is confidential and intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, or copy of this email is strictly prohibited. If you have received this email in error, please notify us immediately by emailing legal@pivotenergy.net and delete the message. Thank you. STATEMENT OF CONFIDENTIALITY & DISCLAIMER: The information contained in this email message is confidential and intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, or copy of this email is strictly prohibited. If you have received this email in error, please notify us immediately by emailing legal@pivotenergy.net and delete the message. Thank you. STATEMENT OF CONFIDENTIALITY & DISCLAIMER: The information contained in this email message is confidential and intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, or copy of this email is strictly prohibited. If you have received this email in error, please notify us immediately by emailing legal@pivotenergy.net and delete the message. Thank you. STATEMENT OF CONFIDENTIALITY & DISCLAIMER: The information contained in this email message is confidential and intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, or copy of this email is strictly prohibited. If you have received this email in error, please notify us immediately by emailing legal@pivotenergy.net and delete the message. Thank you. Pivot �.�g► Energy Pivot Energy Inc. — Alternatives Statement Pivot has researched alternatives to the proposed location, and it has been adequately assessed that the proposed site is the best location for the solar facility. Many other sites in Weld County have been assessed, as well as other locations throughout the state of Colorado. The Newton site was chosen due to some of the following important factors: - The site's proximity to Xcel Energy distribution infrastructure - Flat topography - No geotechnical constraints noted on the site (as of now). A geotechnical study and report are currently in progress - Landowner interest and participation to host a solar facility on their land pivotenergy.net i'% y�� Energy Pivot Pivot Energy Inc. — Development Standards Statement The statement shall demonstrate how the proposed facility complies with the following development standards for Solar Energy Facilities: 1. Height limitation. Ground -mounted solar collectors shall not exceed twenty-five (25) feet in height, measured from the highest grade below each solar panel to the highest extent of the solar panel rotation. The ground -mounted solar facility will not exceed 25 feet in height, as measured from the highest grade below each solar panel to the highest extent of the solar panel rotation. 2. Glare. Concentrated solar glare from solar collectors shall not be directed toward or onto nearby properties or roadways at any time of the day. A glare study using ForgeSolar has determined that there are no glare concerns with the proposed project in the desired location. 3. Setbacks. The improved area shall conform to the setback requirements of the underlying zone. Additionally, the improved area must be at least five hundred (500) feet from existing residential buildings and residential lots of a platted subdivision or planned unit development. The residential setback requirement may be reduced if appropriate screening through landscape or an opaque fence is installed, or upon submittal to Weld County of a waiver or informed consent signed by the residence owner agreeing to the lesser setback. If landscaping or opaque fencing is substituted for setback, a landscaping plan or fencing plan shall first be submitted to and approved by the Department of Planning Services. Pivot acknowledges the Agricultural zone requirements. The improved area will be at least 500 feet from existing residential buildings and residential lots of a platted subdivision or planned unit development. 4. Dust mitigation. The operators of the 5 ACRE SEF shall continuously employ the practices for control of fugitive dust detailed in their dust mitigation plan submitted as required by Subsection B.2., above. Please see the attached Dust and Weed Mitigation Plan that lays out the employment of practices for control of fugitive dust. 5. Underground cables. All electrical cables on the improved area shall be buried, except for direct current string wires that connect between solar collectors, direct current collection circuits between rows of solar arrays that are no more than four (4) feet above grade crossings, substations, switchyards, and circuit voltages greater than 34.5 kilovolts pivotenergy.net i'% y�� Energy Pivot Pivot Energy Inc. — Development Standards Statement (where necessary). Our DC circuits will be mostly in above ground CAB which typically is 42" above grade (minimum). Our low voltage AC circuits will all be buried but, as of now, our plan is to have our medium voltage (12.47kV) interconnection equipment on overhead poles. 6. Fencing. The 5 ACRE SEF shall be enclosed with a security fence as approved pursuant to a fencing plan submitted to the Department of Planning Services. Appropriate signage shall be placed upon such fencing that warns the public of the high voltage therein. The solar facility will be surrounded by an 8 -foot wildlife -friendly game fence. Please see the Landscape and Fencing plan for additional information. 7. Stormwater management. The Operator of the 5 ACRE SEF shall submit a drainage report to comply with required Storm Drainage Criteria pursuant to Chapter 8, Article XI of this Code. Additional requirements for Municipal Separate Storm Sewer System (MS4) areas may be applicable pursuant to Chapter 8, Article IX of this Code. Ground -mounted solar collector systems shall be exempt from impervious surface calculations if the soil under the collectors is designated hydrologic A or B soil groups by the Natural Resources Conservation Service (NRCS). Please see the Drainage Report that has been submitted as part of the initial application for additional information. 8. Access permit. Prior to construction of the 5 ACRE SEF, the applicant shall apply for and obtain an approved Access Permit from the Weld County Department of Public Works, pursuant to the provisions of Article XIV of Chapter 8 of this Code. If required, Pivot will apply for and obtain an Access Permit from Weld County Public Works prior to construction. 9. Existing irrigation systems. The nature and location or expansion of the SEF must not unreasonably interfere with any irrigation systems on or adjacent to the solar facility. The site is currently flood -irrigated. The proposed SEF will not unreasonably interfere with irrigation. The tenant farmer will continue to farm the property north of the proposed SEF. Pivot Energy is also currently evaluating dual -use crop production under the panels — please see the planning questionnaire for more details. pivotenergy.net `� r Pivot ��I► Energy Pivot Energy Inc. — Construction Impacts 1. Haul route map showing a minimum of one (1) mile traveled road and must include a connection to a payed, publicly -maintained rcPid. • Please see site plan in packet. 2. Agreement to mitigate construction traffic impacts to the area surrounding the proposed SEF. • Applicant agrees to mitigate construction impacts. 3. Describe what impacts construction of the project will have upon transportation patterns in the area intended to be served or affected by the proposal. • During construction, crews will be on -site from approximately 7:00 am - 6:00 pm Monday -Friday. Most vehicles will arrive early in the morning (7:00 to 9:00 am) and will begin departing the construction site around 3:00 pm. • Once constructed, the site will be unmanned but the solar farm will generate electricity during daylight hours each day of the year. • Operations and maintenance crews will be on -site up to eight times annually for up to four hours per visit. • Please reference the Vehicle Trip Generation Table Below. Table 1 — Vehicle Trip Generation Project Phase (Time Period) Vehicle Type Estimated Gross Vehicle Weight Number of Vehicles Per Day Maximum and Average Vehicle Trips Per Day Site Preparation (approx. 1-3 weeks) Equipment Hauling Trucks 30,000-65,000 lbs 0-2 0-4 Passenger Vehicles 2,000-10,000 lbs 2-5 4-10 Fuel Delivery 20,000-30,000 lbs 1 2 Max —16/Ave - 9 Material and Equipment Delivery (approx. 4-5 weeks) Conex Container and Delivery Trucks 30,000-50,000 lbs 10-30 20-60 Equipment Hauling Trucks 20,000-40,000 lbs 0-8 0-16 Max — 79/Ave - 40 Solar Garden Installation (6-7 months) Passenger Vehicles 2,000 to 10,000 lbs 20-30 40-60 Fuel Truck 20,000 to 30,000 lbs 1 2 Material Delivery Truck 20,000 to 30,000 lbs 1 2 Max — 64/Ave - 52 Operations (ongoing once operational) Utility Vehicle 2,000 to 10,000 lbs 1 per month or less Max - 2/Ave - 0 4. Describe the potential construction impact on roads within the County. • Please reference Vehicle Trip Generation Table above. • Some additional traffic should be expected for the time during construction due to the arrival of equipment and modules. 5. Identify improvements required to any roads within the County in order to serve the project adequately. • Proposed change will be to improve the existing access route to and from the site (between public ROW and lease area) with gravel aggregate to accommodate emergency services. pivotenergy.net tr-('Pivot 1 Energy Pivot Energy Inc. — Decommissioning Plan Weld County requires that Pivot Solar 58 LLC and Pivot Solar 60 LLC c/o Pivot Energy Inc., ("Pivot") submit a Decommissioning plan to the Department of Planning Services as part of the final administrative review and approval process for a Solar Generation facility. Our estimate of the decommissioning costs is $22,500 per MW, totaling approximately $126,000. The useful life of the solar facility is expected to be at least 20 -years. At the end of the project's useful life, Pivot will suspend operations and decommission the plant, which will include any necessary demolition, removal of above and below ground equipment, and site reclamation efforts. Pivot's obligation under the Solar Lease Agreement is to return the site to the landowner in substantially the same condition that the property was in prior to the improvements being made. This document establishes a detailed plan for decommissioning and reclamation activities once the project reaches the end of its useful life. The proposed activities will likely need to be refined throughout the project's life to reflect future best practices of the solar industry. Pivot has assumed the planning process will be initiated one to two years prior to the anticipated end of commercial operation. The final plans will be developed in consultation with Weld County and any other applicable agencies that have jurisdiction of activities in the decommissioning process. 1. Decommissioning Project Elements and Milestones The key tasks of project decommissioning are divided into related activities that represent milestones in the process. Each activity is described in further detail below. The decommissioning schedule reflects the conceptual timing of the milestones and overall process. The individual project components to be decommissioned will either be 1) recycled or reused to the maximum extent practicable, or 2) removed from the site and disposed of at an appropriately licensed disposal facility. The general decommissioning approach will be the same whether a portion of, or the entire Project is decommissioned. The activities involved in the facility closure will depend on the expected future use of the site. Certain facility equipment and features may be left in place at the property owner's request, such as transmission facilities, roads, and drainage features. At the time of decommissioning, a plan will be submitted to the County proposing the equipment that will be removed and, if applicable, equipment that will remain, based on expected future use of the site. Pre -closure activities include final closure and reclamation planning, which identifies measures to be taken to restore the site to near pre -construction conditions. This includes but is not limited to the following: • Complete an analysis of the project materials and their composition to identify those specific components that may be recycled, re -used, scrapped, or sent to disposal sites; as well as identifying specific recycling facilities and disposal sites for materials. • Coordinate with local officials to obtain permits and develop plans for the transportation of materials and equipment to and from the site. • Develop specifications for demolition and reclamation, which will serve as the basis for contractor bids for decommissioning the project and establish the scope of demolition and reclamation, including developing reclamation plans in compliance with local, state, and federal regulations. pivotenergy.net tr-('Pivot 1 Energy Pivot Energy Inc. — Decommissioning Plan During the planning process Pivot will brief the County and other applicable agencies on the decommissioning process and plans. All necessary permits and approvals required for the decommissioning will be obtained prior to commencing operations. The first step in the decommissioning process will be assessing existing site conditions and preparing the site for demolition. Site decommissioning and equipment removal is expected to take up to one year. Therefore, access roads, fencing, some electrical power, and other facilities will temporarily remain in place for use by the decommissioning workers until no longer needed. Demolition debris will be placed in temporary onsite storage areas pending final transportation and disposal and/or recycling according to the procedures listed below. A plan will be implemented for de -energizing portions of the facility to allow safe decommissioning and formal lock out and tag out procedures. This will ensure all electrical components are placed and maintained in a safe condition for demolition activities prior to the start of work. PV Module and Tracker Removal and Recycling During decommissioning, project components that are no longer needed will be removed from the site and recycled, reused or disposed of at an appropriately licensed disposal facility. The first operation is to disconnect and remove modules from the tracker assemblies. Next, the tracker and mounting structures, DC wiring materials, and combiner boxes will all be assembled and segregated for disposal or salvage. Steel piles that support the PV racking system will be removed and either re- used or recycled to the maximum amount possible. Below ground portions of the supports will either be removed or cut off at least two feet below ground surface and left in place. The demolition debris and removed equipment will be safely removed from the premises and transported to an appropriately licensed disposal facility or recycling center. Photovoltaic modules will either be re -used, recycled or disposed of in accordance with applicable laws at the time of decommissioning. Roads Onsite access roads will remain in place during the decommissioning process. The roads may remain intact after decommissioning if the property owner deems them beneficial for the future use of the site. Roads that will not be used after the solar project's decommissioning will be removed at the end of the process. Fencing Project site perimeter fencing will be removed at the end of the decommissioning project, unless it may be utilized for future use of the site and the property owner requests the fence remain in place. This includes the removal of all posts, fencing material, gates, etc. to return the site to pre -project condition. Transportation and Cleanup During the disassembly and demolition process, materials will be segregated and temporarily placed in gathering areas for transportation. Various materials including, but not limited to, concrete, steel, aluminum, and copper will be temporarily stockpiled at or near a designated processing location pending transport to an appropriate offsite recycling facility. All such materials will then be transported from the site to approved designated facilities for recycling, scrapping or disposal. All metals will be recycled to the extent practical given the recycling options available at the time of decommissioning. pivotenergy.net tr-('Pivot 1 Energy Pivot Energy Inc. — Decommissioning Plan In general, the decommissioning will be undertaken using traditional heavy construction equipment including, but not limited to, front end loaders, cranes, track mounted and rubber -tired excavators, bull dozers, and scrapers. Areas where excavation is required will be backfilled with natural material and compacted. Any voids left from the removal of foundations will be backfilled with surrounding subsoil and topsoil and fine graded to ensure suitable drainage and reclamation of natural grades. Soil management and re -contouring operations will be conducted to minimize the surface area disturbance and implement the activities in the safest and most efficient manner and in accordance with applicable local requirements. Major earthwork is not anticipated as construction of the site will not alter the general grade across the site. To account for post -decommissioning dust control, areas of exposed soils will be revegetated, consistent with the expected future use of the site and State or County requirements. The native dry grass vegetation will be re- established to prevent the spread of weeds. Mulching or palliatives may be used for temporary dust control until vegetation is established. Monitoring Site Restoration Upon completion of the decommissioning process, a one-year restoration monitoring period will begin. Monitoring will ensure that grading and drainage implemented is successful in stabilizing water flow patterns and that the cover vegetation (native dry grass vegetation or other depending on land use) will be reestablished to prevent the spread of weeds. Corrective actions will be implemented if such monitoring determines adverse conditions are present because of an inadequate restoration. 2. Decommissioning/ Reclamation Cost Estimates Pivot commits to working together with the County to update the cost estimates every five years from the establishment and submittal of the security bond. The cost estimates will include all costs associated with the dismantling, recycling, and safe disposal of facility parts and site reclamation activates and consider the salvage value of the facility. Initial cost estimate (2023): Fencing $3,800 Structures $51,700 Modules $37,800 Electrical $18,900 Site Restoration $13,800 Total $126,000 The scope includes: • Electrical permit fees • Removal and disposal of wildlife -friendly game fence • Removal of racking and foundations • Removal of modules pivotenergy.net tr-('Pivot 1 Energy Pivot Energy Inc. — Decommissioning Plan • Removal of electrical equipment (transformers, pads, etc.) • Removal of electrical DC string wiring and AC underground wiring • Site restoration and reclamation • Waste disposal fees • Temporary restrooms and necessary facilities for workers • Safety and protection equipment pivotenergy.net ENERTIA CONSULTING GROUP LLC September 21, 2023 Weld County Planning and Building Department 1555 N 17th Ave Greeley, CO 80631 RE: Drainage Narrative Pivot Solar Energy Solar Facility on the Newton Parcel 32500-32732 Weld County Road 47, Weld County To whom it may concern: 1515 Market Street Denver, CO 80202 (609) 234-5502 rick.hagmayer@enertiacg.com This drainage narrative is intended to provide Weld County with drainage and land disturbance information related to a proposed 38.02 acre solar facility identified as Pivot Energy Solar Facility on the Newton Parcel (Project). The Project will be designed and will be constructed and maintained in a manner that minimizes storm water related impacts, in accordance with 2020 Weld County Engineering and Construction criteria. P roject Specific Information P roject Name, Property Address and Weld County Parcel No. P ivot Energy Solar Facility on the Newton Parcel (PS58 & PS60), Parcel No. 80323000022 Developer/Owner P ivot Energy, 1750 15th Street, Suite 400, Denver, CO 80202 P ite/Civil Engineer Enertia Consulting Group, LLC, 1515 Market Street, Denver, CO 80202 P roject Location and Description The Project will consist of up to an approximately 7 MW solar facility located on approximately 38.02 acres of undeveloped land within an approximately 76.3 acre parcel; and within Section 14, Township 4, Range 64 Southwest of the 4th P.M., Weld County, Colorado. The Project site is bounded by WCR 57 to the west, WCR 44 and agricultural land to the south, WCR 46 to the east, and agricultural land on the north. P roject components include: up to a 7 MW solar facility with approximately 16000 solar panels mounted on steel H -piles; concrete equipment pads; 20' gravel access driveway with emergency turn- around; and perimeter fence with access gate. With the exception of a gravel driveway and concrete pads for transformers and inverters, the remainder of the solar facility will not require clearing/grubbing of existing vegetation and grading unless required to prevent shading of the solar array. Weld County Planning and Building Department Page 2 of 5 Land Disturbance and Drainage Information Existing Ground Surface Conditions, Drainage Patterns and Imperviousness The 38.02 acre solar facility project area may be characterized as undeveloped agricultural land. The applicable FIRM Map (No. 08123C1710E), included in Appendix A, indicates that the Project site is located in a Zone X floodplain which is an area of minimal flood hazard. Based on NRCS soils data (also included in Appendix A), the site soils are identified as clay loam classified as Hydrologic Soil Group C. As shown on Figure 1 in Appendix A, the site ground surface generally slopes at an average of 0-1 percent from northwest to southeast of the Project site. In general, storm water is conveyed across the Project area toward the southern and eastern property lines. Land Disturbance Activities The site improvements considered as land disturbance activities include installation of: (i) all-weather gravel surface driveway, (ii) concrete equipment pads, and (iii) Class VI equipment pads: Gravel Access Drive — one all-weather gravel surface access drives will extend from existing Private Drive. Given the site soils, a 12 -inch -thick gravel Class VI base surface (consistent with similar solar facility access drives within Weld County) is proposed. This depth of gravel over compacted subgrade is sufficient to provide routine and emergency access to the (ii) Concrete Equipment Pads — Concrete equipment pads will be installed beneath inverters and transformers and other electrical equipment as required with the development. The pads will be at least 8 -inches thick with reinforcing steel. (iii) Class VI Equipment Pads — Class VI road base equipment pads will be installed beneath other electrical equipment as required with the development. The pads will be at least 12 - inches thick over compacted subgrade. Lastly, components of the 38.02 acre solar facility will include up to 16000 solar panels placed on steel H -piles driven into the ground. Since the solar panels will be tracking panels (rotate through the day to track the path of the sun), the ground surface vegetation beneath the panels will continue to grow. Some minimal grubbing may be necessary to prepare the site with planned native seed mixes. Onsite conditions at the time of seeding will dictate necessity of such methods. The purpose of the seeding is to increase the density of native vegetation; therefore, the grubbing is not considered land disturbance (if it is necessary). Land Disturbance Area A total of approximately 42820 sf or 0.98 acres of the Project area is anticipated to be disturbed. The total disturbance numbers are summed in the following table. Disturbance Surface Type Disturbance Area (sf) Disturbance Area (ac) Gravel Access Drive 40,923 0.939 Concrete Equipment Pads 918 0.021 Class VI Equipment Pads 979 0.022 Total 142,820 10.983 Weld County Planning and Building Department Page 3 of 5 Hydrologic Design Criteria The following table includes hydrologic design criteria used in this analysis. Parameter Ivalue I Unit I Reference Time of Concentration, Tc - min. MHFD Rational Peak Method Runoff (Appendix Prediction by the A) Runoff Coefficient, C MHFD Table Criteria 6-4 Manual, Chapter 6, 1 -hr Point Rainfall, P1 (100 -Year) 2.74 inches NOAA Rainfall Data (Appendix A) Storm Runoff, Q (100-YR) - cfs Q = CIA Basin Conditions The footprint of the solar facility and access drive along with the areas delineated by oil setbacks is considered to be the subject drainage area under both existing and proposed conditions. The existing condition basin (identified as basin X1 on Figure 1) was analyzed to calculate the peak runoff for the design storm using an imperviousness percentage of 25%. This percentage is based on the soil type and existing conditions of the site. The proposed condition basin (identified as basin Al on Figure 1) was analyzed to calculate the peak runoff for the design storm using an impervious percentage of 25.42%. This percentage is based on the majority of the site remaining as 25% impervious, 0.94 acres changing to 40% impervious (access drive area), 0.02 acres changing to 100% impervious (concrete pad area), and 0.02 acres changing to 40% impervious (Class VI pad area). It should be noted that the tracking solar panels are not classified as ground surface because precipitation falling on the solar panels will shed onto the undisturbed vegetated surface below. Stormwater Runoff The stormwater runoff for existing and proposed conditions is calculated based on the Rational Method. The 100 -year, 1 -hour storm event was analyzed for basins Al and X1. The flow path for the basins is generally from northwest to southeast on the Project site. The average ground surface slope along the flow path is 0.3%. The time of concentration to this point was calculated using MHFD equations are summarized below and can be found on the MHFD Peak Runoff Prediction by the Rational Method form in Appendix A. The Runoff Coefficients are also included in the MHFD Peak Runoff Prediction by the Rational Method and are summarized below. Basin Time of Concentration (Mini Runoff Coefficients (C100) X1 48.40 0.59 Al 48.21 0.59 The precipitation data used for the 100 -year, 1 -hour storm event is based on NOAA rainfall data from the Project site and is included in Appendix A. Per the Basin Runoff Calculation (MHFD Peak Runoff Prediction by the Rational Method) included in Appendix A the 100 -year runoff flows are as follows: Basin Q100 (cfs) X1 71.17 Al 71.56 Net 0.39 Weld County Planning and Building Department Page 4of5 Under developed conditions, runoff will follow existing drainage patterns and will not significantly increase peak flows (increase from 71.17 cfs to 71.56 cfs). Detention Requirements It is understood solar facilities developed within Type C and/or Type D soils are exempt from the requirement to provide detention per Sec. 8-11-40 (I) if the total proposed impervious area is less than 4,500 sf. This solar project proposes 40923 sf of gravel drive at 40% impervious, 918 sf of concrete pads at 100% impervious, and 979 sf of Class VI pads at 40% impervious, for a composite impervious area of 17679 sf. The Project is exploring the possibility of proposing the use of permeable pavers for the access drive instead of gravel. Permeable pavers do not add to the imperviousness of the Site, and would therefore reduce the total propsed impervious area to 917 sf of concrete pads at 100% impervious, and 1600 sf of class VI pads at 40% impervious, for a composite impervious area of 1840 sf. This approach would exempt the project from the requirement to provide detention per Sec. 8-11-40 (I). Alternatively, the project could continue to propose Class VI gravel for the access drives and provide on -site detention. Since the layout is unknown at this time, detention calculations will be provided at a later time if this option is used. Summary The following list summarizes key components of the Project and findings related to land disturbance and storm water impacts. 1. Installation of the solar facility will temporarily disturb the ground surface within the 38.02 acre project area but won't require clearing and grubbing of vegetation or grading, except for concrete equipment pad and gravel access drive installation. 2. Grubbing may be required to provide appropriate conditions for seeding. It is intended for the vegetation throughout the site to be improved as a result, therefore is not considered land disturbance. The areas considered impervious (918 SF of 100% impervious concrete pads) or semi - impervious (40923 SF of 40% impervious gravel access drive and 979 sf of 40 sf Class VI pads) total 0.98 acres, or 2.58% of the 38.02 acre solar facility area. 4. Under existing conditions, the peak flow originating from the solar facility area for the 100 yr — lhr storm event is 71.17 cfs. 5. Under developed conditions, the peak flow originating from the solar facility area for the 100 yr- 1 hr storm event is71.56cfs. 6. The solar facility is located within Type C/D soils; therefore detention is not required if the total additional impervious area is less than 4,500 sf. Permeable pavers are planned to be installed. Weld County Planning and Building Department Page 5 of 5 7. Since the land disturbance is less than 1 acre, a CDPS storm water certificate issued by CDPHE is not required for this Project. 8. Installation and operation of the solar facility is not expected to impact existing drainage patterns or flow rates on or around the Project site. Runoff water quality will not be impacted by the solar facility components. 9. The Project design will adequately protect public health, safety and general welfare and have no adverse effects on offsite properties. We trust that the information provided is acceptable and complete. Please let me know if you have any questions or require additional information. Please contact me at rick.hagmayer@enertiacg.com or (609) 234-5502 should you require additional information. Sincerely, ENERTIA CONSULTING GROUP, LLC Rick Hagmayer, PE Senior Project Manager attachment Appendix A Reference Documents • FIRM Map • USDA Soils Report • NOAA Rainfall Data • Project Drainage Map • Basin Runoff Calculations • BMP Calculations USDA United States Department of Agriculture N ACS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Weld County, Colorado, Southern Part September 5, 2023 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nrcs142p2_053951). 142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 How Soil Surveys Are Made 5 Soil Map 8 Soil Map 9 Legend 10 Map Unit Legend 11 Map Unit Descriptions 11 Weld County, Colorado, Southern Part 13 19 Colombo clay loam, 0 to 1 percent slopes 13 41 Nunn clay loam, 0 to 1 percent slopes 14 References 16 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 40° 28' 35" N 0 r - N 1 40° 28' 15" N 104° 37' 34" W 104° 37 34" W 531710 531780 Custom Soil Resource Report Soil Map 531850 Soil Map may not be valid at this scale. Map Scale: 1:3,070 if printed on A portrait (8.5" x 11") sheet. 531920 0 45 90 180 Feet 0 100 200 400 600 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 531990 Meters 270 532060 Ir 532130 104° 37' 14" W 531710 531780 531850 531920 531990 532060 532130 104° 37 14" W 40° 28' 35" N 40° 28' 15" N 9 Custom Soil Resource Report MAP LEGEND Area of Interest (AO!) Area of Interest (AO1) Soils C Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout r, O 0 v •m 4 4 404 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 a Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background iair°§1 Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI 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 -MRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 21, Sep 1, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 8, 2021 Jun 12, 2021 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. 10 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 19 Colombo clay percent slopes loam, 0 to 1 24.0 49.0% 41 Nunn slopes clay loam, 0 to 1 percent 25.0 51.0% Totals for Area of Interest 49.0 100.0% Map Unit Descriptions 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, 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 and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils 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. Other minor components, however, have properties and behavioral 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 landforms 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, 11 Custom Soil Resource Report 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. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one 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 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. 12 Custom Soil Resource Report Weld County, Colorado, Southern Part 19 Colombo clay loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 361v Elevation: 4,600 to 4,780 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 52 degrees F Frost -free period: 130 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Colombo and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Colombo Setting Landform: Flood plains, terraces Down -slope shape: Linear Across -slope shape: Linear Parent material: Stratified, calcareous alluvium Typical profile H1 - 0 to 14 inches: clay loam H2 - 14 to 21 inches: stratified loam to clay loam H3 - 21 to 60 inches: stratified sand to loam to clay loam 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 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 9.4 inches) Interpretive groups Land capability classification (irrigated): 1 Land capability classification (non irrigated): 3e Hydrologic Soil Group: C Ecological site: R067BY042CO - Clayey Plains Hydric soil rating: No Minor Components Nunn Percent of map unit: 5 percent Hydric soil rating: No 13 Custom Soil Resource Report Heldt Percent of map unit: 5 Hydric soil rating: No Dacono Percent of map unit: 5 Hydric soil rating: No percent percent 41 Nunn clay loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 2ting Elevation: 4,100 to 5,700 feet Mean annual precipitation: 14 to 15 inches Mean annual air temperature: 48 to 52 degrees F Frost -free period: 135 to 152 days Farmland classification: Prime farmland if irrigated Map Unit Composition Nunn and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nunn Setting Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Parent material: Pleistocene aged alluvium and/or eolian deposits Typical profile Ap - 0 to 6 inches: clay loam Bt1 - 6 to 10 inches: clay loam Bt2 - 10 to 26 inches: clay loam Btk - 26 to 31 inches: clay loam Bk1 - 31 to 47 inches: loam Bk2 - 47 to 80 inches: loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Custom Soil Resource Report Calcium carbonate, maximum content: 7 percent Maximum salinity: Nonsaline (0.1 to 1.0 mmhos/cm) Sodium adsorption ratio, maximum: 0.5 Available water supply, 0 to 60 inches: High (about 9.1 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C Ecological site: R067BY042CO - Clayey Plains Hydric soil rating: No Minor Components Heldt Percent of map unit: 10 percent Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Ecological site: R067BY042CO - Clayey Plains Hydric soil rating: No Wages Percent of map unit: 5 percent Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Ecological site: R067BY002CO - Loamy Plains Hydric soil rating: No 15 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. N ational Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U .S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nres/detai I/national/soils/?cid=nres 142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=n res142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=n res142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. U nited States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. U nited States Department of Agriculture, Natural Resources Conservation Service. N ational forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nrcs142p2_053374 p2_053374 U nited States Department of Agriculture, Natural Resources Conservation Service. N ational range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepastu re/?cid=stelprdb 1043084 16 Custom Soil Resource Report U nited States Department of Agriculture, Natural Resources Conservation Service. N ational soil survey handbook, title 430 -VI. http://www.nrcs.usda.gov/wps/portal/ nres/detai I/soils/scientists/?cid=nres 142p2 054242 U nited States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=nrcs142p2_053624 U nited States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nres.usda.gov/Internet/FSE_DOCUMENTS/nres142p2_052290.pdf 17 Calculation of Peak Runoff using Rational Method Designer: Company: Date: Project: Location: SK ENERTIA 9/21/2023 PIVOT 58 & 60 WELD COUNTY Version 2.00 released May 2017 Cells of this color are for required user -input Cells of this color are for optional override values Cells of this color are for calculated results based on overrides 0.395(1.1 CS) L S0.33 _ Lt _ Lt tt 60K St 60Vt Computed t, = ti + tt Regional t, _ (26 — 171) + Lt 60(14i + 9)ti, St tminimum= 5 (urban) tminimum= 10 (non -urban) Selected tt = max{tminimum, min(Computed tt , Regional tt)} Select UDFCD location for NOAA Atlas 14 Rainfall Depths from the pulldown list OR enter your own depths obtained from the NOAA website (click this link) 1 -hour rainfall depth, P1 (in)= Rainfall Intensity Equation Coefficients = 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr 0.85 1.12 1.40 a b c 28.50 10.00 0.786 1.86 2.27 2.74 I(in/hr) — {b + tt)t a* Pi 4.04 Q{cfs) = CIA Subcatchment Name Area (ac) NRCS Hydrologic Soil Group Percent Imperviousness Runoff Coefficient, C Overland (Initial) Flow Time Channelized (Travel) Flow Time Time of Concentration Rainfall Intensity, I (in/hr) Peak Flow, Q cfs) 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr Overland Flow Length L, (ft) U/S Elevation (ft) (Optional) D/S Elevation (ft) (Optional) Overland Flow Slope Si (ft/ft) Overland Flow Time ti (min) Channelized Flow Length Lt (ft) U/S Elevation (ft) r' ; ; _:n_;I? D/S Elevation (ft) ptt nall ) Channelized Flow Slope St (ft/ft) NRCS Conveyance Factor K Channelized Flow Velocity Vt (ft/sec) Channelized Flow Time tt (min) Computed te(min) Regional tc(min) Selected to(min) 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr Al 38.02 C 25.41 0.18 0.24 0.32 0.46 0.52 0.588 0.67 500 0.003 53.51 1034 0.003 5 0.26 66.62 120.13 48.21 48.21 0.99 1.31 1.64 2.17 2.65 3.20 4.72 6.77 12.04 19.82 38.11 52.29 71.56 119.89 X1 38.02 C 25,00 0.18 0.24 0.32 0.46 0.52 0.586 0.67 500 0.003 53.72 1034 0.003 5 0.26 66.62 120.34 48.40 48.40 0.99 1.31 1.63 2.17 2.65 3.19 4.71 6.63 11.85 19.59 37.83 51.95 71.17 119.35 Area -Weighted Runoff Coefficient Calculations Version 2.00 released May 2017 Designer: SK Company: ENERTIA Date: 9/21/2023 Project: PIVOT 58 & 60 Location: WELD COUNTY Subcatchment Name Al LE GEND : Flow Direction C at chni eat B oimday e Cells of this color are for required user -input Cells of this color are for optional override values Cells of this color are for calculated results based on overrides See sheet "Design Info" for imperviousness -based runoff coefficient values. Sub ID -Area Area (ac) NRCS Hydrologic Soil Group Imperviousness Percent Runoff Coefficient, C 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr ACCESS 0.96 C 40.0 0.30 0.36 0.43 0.54 0.59 0.65 0.71 PADS 0.02 C 100.0 0.83 0.85 0.87 0.88 0.89 0.89 0.90 FIELD 37.04 C 25.0 0.18 0.24 0.32 0.46 0.52 0.59 0.67 38.02 Total Area (ac) 38.02 Area Area -Weighted -Weighted C Override C 0.18 0.24 0.32 0.46 0.52 0.59 0.67 0.18 0.24 0.32 0.46 0.52 0.59 0.67 1 gri- -s %-4, Pivot Pivot Energy Inc. — Dust Mitigation Plan Stormwater best management practices will be followed to mitigate dust and debris during the construction process. Construction staff are responsible for dust control and will determine which of the following methods are needed to accommodate the specific site and weather conditions: • Sprinkling/irrigation- Sprinkle ground surface with water to moisten the area and control dust. Extra watering may be considered for haul roads and other traffic routes. • Vegetative cover- Vegetative cover may be used in areas where construction staff do not designate for vehicle traffic. Vegetative cover can help reduce wind velocity at the ground surface, therefore reducing dust accumulation. • Mulch- The use of mulch may be used as a useful dust control method for a recently disturbed area. • Wind breaks- Wind break barriers might be used to reduce the intensity of the wind throughout the site. • Stone- Stone may be used atop portions of the site to reduce the amount of dust that will be kicked up into the air. pivotenergy.net gri- -s %-4, Pivot Pivot Energy Inc. - Landscape and Screening Plan Pivot Solar 58 LLC and Pivot Solar 60 LLC c/o Pivot Energy Inc., (collectively, the "project"), is being constructed near the intersection of Weld County Road 47 and CO-392/Weld County Road 68. The site is approximately 35 acres and is located directly north and west of Pivot Solar 28 LLC. Other nearby uses include agriculture, as well as oil and gas. Solar facilities present a low profile, especially when compared to other operational energy and commercial facilities already present on and near the property. As such, these installations generate very little visual impact to n eighboring properties and typically require little in the way of visual buffering. The main strategy employed to lessen visual impact of the proposed installation is to site the facility at the greatest feasible distance from any residences on neighboring properties and from the right-of-way. The solar site is strategically designed on the site to be situated on the south two thirds of the parcel. The applicant intends to provide a 500 -foot buffer between the solar e quipment and any neighboring residential parcels. In addition, the applicant proposes to surround the facility with a decorative, wildlife friendly game fence which will serve to break up the visual impact of the facility when viewed from adjoining properties. Within the fence line and on any other areas disturbed during construction, applicant aims to utilize dual -use crop production underneath the panels. In the absence of crop production, the applicant will establish n ative, low -growth, pollinator -friendly grasses in keeping with vegetation common for the area to allow the project area to blend in with the surroundings. pivotenergy.net ENERTIA CONSULTING GROUP LLC September 20, 2023 Weld County Planning and Building Department 1555 N 17th Ave Greeley, CO 80631 1515 Market Street Denver, CO 80202 (609) 234-5502 rick.hagmayer@enertiacg.com RE: Traffic Impact Letter Use by Special Review — Newton Trust (PS58 & PS60) SW Corner of State Highway (SH) 392/ Weld County Road (WCR) 68 & Weld County Road (WCR) 47, Weld County To whom it may concern: I. Introduction In fulfillment of the Weld County Use by Special Review (USR) permitting requirements, Enertia Consulting Group (Enertia) has completed this Traffic Impact Letter for the proposed PS 58 and PS60 on the Newton Trust (PS58 & PS60) located on approximately: 34.84 acres southwest of the intersection of SH 392/WCR 68 and WCR 47. The intent of this Report is to provide traffic related information and identify potential project impacts to affected roadways within Weld County. The following information is included in this letter report: • Project Location, Components and Construction Schedule • Designated Travel Route • Daily Vehicle Trip Generation • Conclusions II. Existing Conditions Location The project is located on an approximately 34.84 acre project site within a larger 76.3 acre parcel along the west side of WCR 47, south of SH 392/WCR 68 on Weld County Parcel No: 080323000022 in Section 23, T6N, R65W. Weld County Planning and Building Department Page 2 of 4 III. Proposed Condition Components The Pivot Energy Solar Facility on the Kennedy Parcel project shall generally include: up to a 5 MW solar garden with approximately 12,000 tracking solar panels mounted on steel I -beams; concrete pad mounted inverters and transformers; an access drive with emergency turn -around and perimeter fence with gate. Construction Schedule It's currently anticipated that the Use by Special Review Permit will be issued by Weld County on or before March 01, 2024. Accordingly, a construction start/mobilization date of April 01, 2024 has been established. Based on this, the following preliminary schedule is currently considered: • Driveway and material staging area prep April 01, 2024 - April 21, 2024 • Solar Facility Component Delivery • Perimeter Fence Installation • Solar Panel Foundation Installation • Transformer and Inverter Installation • Solar Panel Installation Designated Travel Route April 22, 2024 — June 02, 2024 May 03, 2024 — June 02, 2024 June 02, 2024 - September 02, 2024 September 03, 2024 — October 01, 2024 October 04, 2024 — December 31, 2024 The designated access route is: State Highway 85 north to State Highway 392/WCR 68, State Highway 392/ WCR 68 east to WCR 47. WCR 47 south to an existing gravel access road on the SW corner of the site. Figure 1 illustrates the access route. The following is a brief description of the access route roadways. SH-85 — State Highway 85 in the vicinity of State Highway 392/ WCR 68 is a 4 -lane asphalt -paved road with left turn lanes and acceleration/deceleration lanes; and a posted speed limit of 65mph. It's anticipated that 100 percent of material deliveries will be from the south. SH 392/ WCR 68 - State Highway 392/ WCR 68 in the vicinity of WCR 47 is a 2 -lane asphalt - paved road and a posted speed limit of 65mph. The road surface appears to be in good condition. WCR 47 — The +/- 2,000' segment of WCR 47 included in the travel route is a 4 -lane, asphalt - paved road with intermittent bar ditches. The road surface appears to be in good condition. It's anticipated that all material deliveries will travel WCR 47 from SH 392/ WCR 68. Weld County Planning and Building Department Page 3 of 4 Daily Vehicle Trip Generation and Distribution Project development may be divided into the following 4 phases (site preparation, material and equipment delivery, solar garden construction and solar garden maintenance). The following Table 1 illustrates the estimated average daily trip generation by vehicle type for each Project phase. Table 1 — Vehicle Trip Generation Project Phase (Time Period) Vehicle Type Estimated Gross Vehicle Weight Number of Vehicles Per Day Maximum Vehicle and Trips Average Per Day (approx. Site Preparation 1-3 weeks) Equipment Hauling Trucks 30,000-65,000 lbs 0-2 0-4 Passenger Vehicles 2,000-10,000 lbs 2-5 4-10 Fuel Delivery 20,000-30,000 lbs 1 2 Max-16/Ave-9 Material (approx. and Delivery 4-5 Equipment weeks) Conex Container Delivery Trucks and 30,000-50,000 lbs %0-8 10-30 20-60 Equipment Hauling Trucks 20,000-40,000 lbs 0-16 Max-79/Ave-40 Solar Garden Installation (6-7 months) Passenger Vehicles 2,000 to 10,000 lbs 20-30 40-60 Fuel Truck 20,000 to 30,000 lbs 1 2 Material Delivery Truck 20,000 to 30,000 lbs 1 2 Max 64/Ave - 52 — Operations (ongoing operational) once Utility Vehicle 2,000 to 10,000 lbs 1 per month or less ' Max- 2/Ave-0 As illustrated in Table 1, the majority of traffic generated as a result of solar garden installation shall occur during the 9 -month solar garden installation (max 79/ave 40vtpd). This traffic will generally be site worker passenger vehicles. The majority of heavy truck traffic including conex container delivery (total of 510-850 conex containers/delivery trucks) and equipment (rubber tire loader, pile driver, forklift) delivery and pickup will travel to and from the Project between 9:30 AM and noon and 1:30PM and 4:00PM. Project related traffic during all phases will not be significant during AM and PM peak periods (7:30 9:00 AM and 4:30 — 6:00 PM, respectively). Weld County Planning and Building Department Page 4 of 4 IV. Conclusions 1. The Project is expected to generate up to 79 vehicle trips per day during material and equipment delivery (anticipated to be up to one month at the beginning of the project and one month at the end of the project), up to 64 vehicle trips per day during solar garden installation (6-7 months) and up to 2 vehicle trips per month during solar garden operation. 2. Site preparation and solar garden installation anticipated to begin in April 2024 and be completed in December 2024. 3. The phase with the greatest amount of traffic (79 vtpd material and equipment delivery) is expected to occur over a 4-5 week period (April 2024 — June 2024). 4. Daily Project related truck traffic is not expected to impact AM and PM peak traffic periods. 5. Sight distance at the Project entrance is well over 1,000 feet both east and west along WCR 47. 6. Access to the project site is through an existing driveway. Therefore, a Weld County Access permit will not be required. 7. As proposed, the solar garden site preparation, installation and ongoing inspection/maintenance is not anticipated to create adverse traffic related impacts on Weld County roads. Based on anticipated vehicle type and weight, the project is not anticipated to degrade/damage Weld County roads and a Public Works Improvement Agreement is not likely warranted. We trust that this Traffic Impact Letter for the Pivot Energy Solar Facility on the Newton Trust (PS58 & PS60) is acceptable and complete. Please contact me at rick.hagmayer@enertiacg.com or (609) 234- 5502 should you require additional information. Sincerely, FMCDTI A flnnici "_TING GROUP, LLC \ ! F Veil I IIJI 1 1 1/4/JG1/4.ol. I V lcl l lager attachment FOR COMMERCIAL OR INDUSTRIAL BUILDINGS, PLEASE COMPLETE THE FOLLOWING INFORMATION: Business Name: Address: Business Owner: Home Address: Pivot Solar 58 LLC and Pivot Solar 60 LLC 1601 Wewatta St #700 Pivot Energy Inc. 1601 Wewatta St #700 Phone: City, state, zip: Phone: City, state, zip: List up to three persons in the order to be called in the event of an emergency: NAME TITLE (888) 734-3033 Denver, CO 80202 (888) 734-3033 Denver, CO 80202 PHONE ADDRESS Angela Burke; Director, Operations and Maintenance; (989) 412-4705; 1601 Wewatta St #700, Denver, CO 80202 Business Hours: 9AM - 5PM Mountain Time UTILITY SHUT OFF LOCATIONS: Main Electrical: Gas Shut Off: TBD Days: Monday - Friday TBD Exterior Water Shutoff: TBD Interior Water Shutoff: TBD 07/22 12 re -4- i t %,4L Energy Pivot Energy Inc. — Community Meeting Pivot Energy held a community meeting at the Farr Regional Library, located at 1939 61st Ave, Greeley, CO 80634, from 4-7 PM on Monday, December 4th, 2023. No neighbors attended the community meeting. On 11/24/23, neighbors within a 0.3 -mile radius of the project boundary were sent a postcard inviting them to attend and providing contact information at Pivot to provide feedback. In addition to the postcards, direct abutters to the project were sent a USPS priority mail envelope containing the following: • A letter personally introducing the developer assigned to the project, Pivot Energy as a company, and Pivot's Solar Projects • Contact information for the developer • Solar Project frequently asked questions • A postcard inviting them to the community meeting in Greeley pivotenergy.net Weld County Treasurer Statement of Taxes Due Account Number R8947687 Assessed To Parcel 080323200022 NEWTON ELIZABETH ANNE TRUST (1/2 INT) 225 DUNDEE AVE UNIT 8 GREELEY, CO 80634-8803 Legal Description PT NE4 23-6-65 LOT B REC EXEMPT RE -110 EXC BEG NE COR S79D35W 182 52 TPOB N89D22E 180 S0DS2E 69 S89D 17W 110 N4GE0SW 98 61 TPOB ALSO EXC BEG NE COR S89D33W 30 TPOB N0D52W 2551 16 N89D17E 30 S0D52E 2551 29 S89D33W 30 TPOB Sims Address Year Tax Interest Fees Payments Balance Tax Charge 2022 $1,382,32 $0.00 $0.00 ($1,382.32) $0.00 Total Tax Charge $0.00 Grand Total Due as of 12/12/2023 $0.00 Tax Billed at 2022 Rates for Tax Area 3880 - 3880 Authority WELD COUNTY SCHOOL DIST RE2 NORTHERN COLORADO WATER (NC GALETON FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY WEST GREELEY CONSERVATION Taxes Billed 2022 * Credit Levy Mill Levy 15,0380000* 34.9570000* 1.0000000 4.0000000* 6.3070000 3.1810000 0,4 40000 Amount $320.31 $744.59 $2130 $85.20 $134.34 $67.76 $8.82 64.8970000 $1,382,32 Values AG -FLOOD IRRRIGATED LAND Total Actual Assessed $80,677 $21300 $80,677 $21,300 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY, REAL PROPERTY, AND MOBILE HOMES - AUGUST 1 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS. PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Date: z�i Hello