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Home My WebLink About20233151.tiff USE BY SPECIAL REVIEW ( USR) APPLICATION FOR PLANNING DEPARTMENT USE : DATE RECEIVED : AMOUNT $ CASE # ASSIGNED : APPLICATION RECEIVED BY PLANNER ASSIGNED : P ROPERTY INFORMATION Is the property currently in violation ? No / [ Yes Violation Case Number: Parcel Number: 0 5 5 5 _ 0 7 _ 0 _ 0 0 _ 0 2 2 Site Address : 46246 County Road 13 , Weld , CO 80524 Legal Description : A portion of 23798-C N2SW4 7 8 67 Section : 7 , Township 8 N , Range 67 W Zoning District : A Acreage : 79 . 1901 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 / Yes Geological Hazard No / Yes Airport Overlay No / n Yes P ROJECT U SR Use being applied for: Solar Facilities Name of proposed business : CBEP Solar 28 , LLC P ROPERTY OWNER(S) (Attach additional sheets if necessary.) Name : John Scott Byrnes Company: John Scott Byrnes Trust Phone # : (970) 897-2787 Email : jbyrnes@ezlink. com Street Address : 46246 County Road 13 City/State/Zip Code : Fort Collins, CO 80524 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name : Zach Brammer Company: CBEP Solar 28 , LLC Phone # : (970) 425-3175 Email : zach@cloudbreakenergy. com Street Address : PO Box 1255 City/State/Zip Code : Sterling , CO 80751 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 . r 04/29/2023 gnat e Date Signature Date Zachary Brammer Print Print 07/22 9 DEPMTMENTS OF PLANNING BUILDING , DEVELO ' MENT REVIEW AND �_ ' �+ (� Ais �� ENVI ONMENTAL HEALTH 1402 NORTH 17TH AVENUE PO 'SOX 758 1 , � � GREELEY , CI : 80 . 32 I - H�� Nor ma: eas � l'tho'i ` �_ � /�Hit AUTHORlZftTJi N FORM Ulla 1912 - Lizt4tel - ( We ) , �.�"�t'► _� i.� �� rhrticMgtelleSiiro Tiu : sw . _ � �- � �_ _ � � give ermis. sion to L tf � LL , _ ( Owner — please krint ) (Authorized Agent/Applicant—please phnt ) ; pply for any Plannhg , - � � Idi � � Access , Grading or OS permits on our behaff, for the propeL !iocated at ( address or parcel number ) below: . . 'a ' w9P 15 H tta a _ )rhg, •Deschpti . ln : D �- �h� Ist� �, t '^. , " of Section _ � �, TOW : N , ' � r� � � e� � W SubCvtson Lot STock Properly Owners ! nfonratt . n : Address : ktit 1-1)(i . E IA . _ mone : _ I 111 �' 1-18:71- Emit all : _Maime Int . tote Authc . r! zed / . .çc: nt/ippItciiT nt Contact Information : lax Aidress : 1,1 ) 1 ,a3175 Phone ; 1� 30 ) 4 -* � � 175 E- Mawl ; ' � �+ 4 � � terrify/ 2 �:11‘ Correspondence to be sent to ; ( ryner but prized Agent/Ap '1 Ica nt \I' by : Mail Email \o/ Addit. onai Info ;____________ _ I ( We ) hereby cedi , under penalty of perilry and after carefu ! ly reading the entire contents of this document , that the info ± ± - , ion stated above is true ani correct to the best of my ( our) knowledge . / _ _ _ DatelawaLly ra3 Date � Owner Signature Divs,r owner Signat re Subscribed and sworn to before I lye this day of `, 20' .2 . by .inn 'ITCH � Ic � r� 3rGD } � �i I � �l �` ii c. 1 , � frees � i" 'I� 2023 Mycommission expires I a� o loAbl _ '' Cs � • Notary Public � u ' F +ills i11411i111gJlfA � IlUllllll11lllllg11Y1111411r11111111. 11114pU11 } h + Ul� CHRISTOPHER MINWEGEN NOTANOTA :itH PUBLIC - STATE OF COLOkADO , r , " TA ( ID 20224047579 MY COMMISSIOP4 D(PIRLS DEC 20 , 7 (1176 • - ist �stnioumrttmlithbllauw + l + iniuAioI11fI1t11U11UmlUlVIfUn! lUmIrnoHIJU! CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: June 12 , 2023 PROJECT: Saddleback Solar Project ( PRE23-0135) SUBJECT: Completeness Review Re-Submittal 1 . Articles of Organization for CBEP 28 Solar LLC o See Exhibit 1 . (970) 425-3175 I INFO©aCLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM CLOUDBREAF< PAGE 2 EXHIBIT 1 : CERTIFICATE OF FORMATION State of Delaware Secretary of State Division of Corporations STATE OF DELAWARE Delivered 05:07 PM 02121'2023 FILED 05:07 PM 02/21/2023 SR 20230619314 - File Number 7308488 CERTIFICATE OF FORMATION The undersigned authorized person, desiring to form a limited liability company pursuant to the Limited Liability Company Act of the State of Delaware, hereby certifies as follows: 1 . Name. The name of the limited liability company is: CBEP Solar 28, LLC 2. Registered Agent. The Registered Agent and the Registered Office are: Registered Agent Solutions, Inc. 838 Walker Road, Suite 21 -2 Kent County Dover, Delaware 19904 3. Commencement. The Company will commence its existence on the date this Certificate of Formation is filed with the Delaware Secretary of State. IN WITNESS WHEREOF, the undersigned has executed this Certificate of Formation. Date: February 21 , 2023 By: (s/ Zaki Robbins Name: Zaki Robbins Title: Authorized Person (970) 425-3175 I INFO@aCLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM ti I COLORADO REVOCABLE LIVING TRUST OF John Scott Byrnes This Revocable Living Trust dated / aday of Al A re (4- 20 . ,. by and between : GRANTOR John Scott Byrnes with a mailing address of 46246 Weld County Road # 13 , Fort Collins , CO 80524 (referred to as the " Grantor, " ) and TRUSTEE John Scott Byrnes (same address ) ( referred to as the "Trustee , " ) The Trustee agrees to hold any property transferred to this Trust, from whatever source , in trust under the following terms : Article 1 . Name of the Trust: This Trust shall be known as the "John Scott Byrnes Trust" hereinafter known as the "Trust ' and is not an amendment to a prior Living Trust . Article 2 . Transfer of Property: on the date set forth above , the Grantor transferred to the Trust Estate all assets described in Attachment A (which is attached ) and are incorporated into the Trust. The Grantor or someone acting on the Grantor' s behalf may transfer property, during the life of the Grantor or by the Grantor 's Will , to the Trust and list such property on Attachment A. The Grantor, along with any other individual , may transfer property to the ownership of the Trust . Property may be added to the Trust by writing in Attachment A, by attached receipt, or by placing the property under the ownership of the Trust. Attachment A is for reference only, and any property transferred to the Trust formally or informally, but not listed on Attachment A, is also part of the Trust. All property transferred to the Trust formally or informally, together with the investments and reinvestments , as well as any income earned is sometimes collectively referred to herein as the "Trust Estate " . All property transferred to or deposited with the Trustee shall be held by it in trust for the uses and purposes stated herein . Article 3 . Life of the Grantor: During the life of the Grantor, the Trustee shall hold , manage , and administer the Trust Estate and at the Grantor 's request, dispose of the net income and principal . In the absence of any such request, the Trustee may pay to the benefit of the Grantor any part of the net income and principal as the Trustee deems advisable , with full power to accumulate any income not paid and to hold such income • and property for later use. In the event of the Grantor becomes incapacitated , the Trustee is authorized to use any part or all of the net income and principal for the benefit of the Grantor as the Trustee deems advisable , with full power to accumulate any income not paid and to hold for future use or to add to the principal . Article 4. Death of the Grantor: Upon the death of the Grantor, except as otherwise set forth below, the Trustee shall hold , administer and dispose of the Trust Estate as follows : A. Specific Distributions : To grant the following property, in whole , to the specified individuals or organizations : - B . Personal Property. All personal property including but not limited to : the house and land located at 46246 Weld County Road #13 , Fort Collins Co 80524 ; 5/8 of the house located at 1431 South Side Road East, Cayman Brac , Cayman Islands ; furniture , jewelry, clothing , motor vehicles , equipment, and any other tangible assets shall be transferred to Nancy Lynne Coats with Social Security Number: X - XX - 5311 . If the Personal Property Beneficiary does not survive the Grantor then all personal property shall be transferred to the Beneficiaries . C . Pet Trust. If there are any pets owned by the Grantor a Trust for Pets shall be created at the time of the Grantor's death or incapacity appointing the Successor Trustee as the Pet Caretaker effective immediately. i . Care of Pet(s ) . Care of the pet(s ) shall include , but not be limited to , providing food , veterinary care (as needed ) , insurance , temporary boarding , medication , cleanliness , and any other care as needed for proper everyday well-being of the pet( s ) . ; �. Funding . - No specific Funding . D . Residuary Property. The Trustee shall distribute 100 % of the residual property to Beneficiary # 1 . Beneficiary # 1 Name : Nancy Lynne Coats Last 4 of Social Security or Tax ID Number: - 5311 Address : 422 Kendalbrook Dr. , Windsor, Co 80550 If Beneficiary # 1 should die or become incapacitated , then 100 % of remaining property would go to the Successor Beneficiary. Successor Beneficiary Name : Brandon Carver �y Vw_m? Last 4 of Social Security or Tax ID Number: XXX - XX - Address : Beneficiary #3 Name : Last 4 of Social Security or Tax ID Number: XXX - XX - Add ress : Beneficiary #4 Name : Last 4 of Social Security or Tax ID Number: XXX - XX - Address : E . Failure of All Beneficiaries : In the event of the failure of all. Beneficiaries , then the Trustee shall transfer the Trust Estate , discharged of the Trust , to the person or persons who would be entitled to inherit from Grantor under the laws of the State of Colorado as unmarried , intestate and domiciled in that State , and possessed only of the property to be distributed . F. Distribution to Any Person Who is Under the Age of 18 : If distribution is to be made to any person who is under eighteen ( 18 ) years of age and who is not then a Beneficiary of any portion of the Trust Estate under any provision of the Trust, the Trustee may make the distribution free of all trusts to the minor, to a parent of the minor for the minor' s benefit, or to a custodian designated by the Trustee for the minor, and that distribution shall represent a complete discharge of the Trustee . Article 5 . Payment of Death Taxes , Administration Expenses , Etc. : Upon the death of the Grantor, the following shall be applicable : A. The Trustee shall pay all or any portion of any of the funeral expenses , expenses of administration , debts , taxes (including estate , inheritance or similar taxes arising by reason of the Grantor 's death ) , interest, penalties and legacies that the legal representative of the Grantor's estate may, in accordance with the Grantor 's Will , certify in writing to the Trustee . B . in the event the assets of the Grantor's residuary probate estate shall be insufficient to pay for the Grantor' s funeral expenses , expenses of administration and all Federal and State taxes in the nature of estate , inheritance or like taxes , such obligations shall be paid by the Trustee to the extent that they exceed said residuary probate estate assets . C . In making any payments under this Article , the Trustee may rely on any certificate of the legal representative of the Grantor 's estate as to the amount of said payment and the person to whom it is to be paid . Article 6 . Estate of Grantor: Notwithstanding the instructions in Article 4 with respect to the distribution of income and principal , the Trustee is authorized in its discretion to use the income and principal of the Trust, from time to time as follows : A. To purchase and to retain as investments any securities or other property, real or personal , belonging to the estate of the Grantor. B . To make loans or advances to the personal representative of the estate of the Grantor on such reasonable terms as it deems advisable . C . The Trustee is not obligated to see to the application of any funds paid over to the estate of the Grantor. Article 7 . Trustee Powers : As an extension and not a limitation of all common law and statutory authority, and except where in conflict with any other provision in the Trust, the Trustee shall have the following powers and authority : A. To accept and receive property, real or personal , from the Grantor, from the Grantor 's estate or from any other estate , trust or person , and to hold the same as a part of the Trust. B . To collect income , interest, dividends, rents and profits , C . To retain any part or all of the property, real or personal , received to be held in trust hereunder in the form of investments , and to invest and reinvest the property of the Trust in any investments as the Trustee may deem proper without regard for the principles of diversification or whether any form of investment would ordinarily be considered as suitable for a trustee to make or hold ; and to retain any real estate or tangible personal property received to be held in trust hereunder and/or to acquire any real property and/or tangiblepersonalproperty, � p p y � permitting the Beneficiaries to make such use thereof as is advisable and commensurate with their beneficial interests , and to make repairs and improvements and pay taxes , insurance premiums and other charges with respect thereto as the Trustee may deem advisable . D . To sell any real or personal property of the Trust at public or private sale for cash or on credit or to exchange the same on terms as the Trustee may deem advisable ; to lease any real or personal property of the Trust at times and on terms as the Trustee may deem advisable , whether or not the lease may extend beyond the term of any trust . E . To borrow for the purposes of the Trust and to mortgage or pledge any real estate or personal property as security for any such loans . F. To foreclose by entry or othervwise , extend , assign or give partial releases of any mortgages , to discharge mortgages or liens on real or personal property. G . To sign , seal , execute and deliver all proper and necessary conveyances and instruments for the purposes of the Trust. H . Togrant options for the sale or exchange of any property. e 1 . To vote in person or by proxy upon all stocks or other securities held and to exercise all conversion , subscription , voting and other rights of whatever nature pertaining to the property of the Trust and to pay any sums as may be deemed advisable in connection therewith ; and to exercise stock options . J . To participate in any plan of reorganization , consolidation or merger, to deposit any property of the Trust under any such plan or with any protective or reorganization committee , to delegate to such committee discretionary power with respect thereto , to pay a proportionate pad of the expenses of the committee and any assessments levied under any plan and to accept and retain new securities received in pursuance of any plan . K. To hold securities or any real or other personal property in the name of a nominee or nominees , or in any other form . L. To employ legal counsel , investment counsel and agents , to decide whether or not to act upon their recommendations and to pay to them reasonable compensation from the Trust Estate . M . To take any proceedings at law or in equity with reference to or in any matter concerning the Trust and to represent the interests of the Trust in any proceedings , with power to compromise or refer to arbitration any dispute in any way affecting the same . N . To take steps and to do any acts which may be deemed necessary or proper for the due care and management of the Trust . O . To value all property to be divided or distributed at then current fair market values , and , in the Trustee' s discretion , to convert all or any part of such property into money and to make division or distribution thereof in kind or in money P. To refuse to accept property as a trust asset if such property could result in liability to the Trust or otherwise impair the value of any Trust Estate . IQ . To place any portion or all of the trust funds in any custodial or agency account or other similar account administered by a banking institution or trust company and to rely upon their investment decisions , such not constituting an unauthorized delegation of the Trustee's duties ; provided that this paragraph shall not be applicable if the Trustee is a corporate Trustee . R . To have dealings between or among separate trusts or trust shares hereunder, including the purchase , sale or exchange of assets , or the borrowing or lending of money, on such reasonable terms as may be appropriate in the circumstances . S . To open and maintain checking or savings accounts in any bank or banks and to designate any one or more persons to execute checks or make withdrawals therefrom . T. To make loans to any person or persons upon such reasonable terms as the Trustee may determine , provided that no loan shall be made to any person who is also serving as a Trustee hereunder. 1 C •; 1 Article 8 . Payment of Premiums : The Trustee shall in no way be bound to pay the premiums or other charges on any policy payable hereunder, nor to see that any such policy is kept in force , but shall use its best efforts to collect any sum payable thereunder whenever by the terms of such policy or policies , the same shall be payable to the Trustee and it shall have knowledge thereof. Article 9 . Distributions by Trustee ; Limitation on Exercise of Special Power of Appointment : The Trustee is authorized to make payments of principal or income directly to and otherwise to deal with minors as though of full age or to make such payments for the benefit of such minor, or to the parent or person having custody of the minor for his or her use , all as the Trustee may designate . No grantee or holder of any special power of appointment granted under the Trust shall have the right or power to exercise such special power in any manner that can satisfy any legal obligation of such grantee , or holder, including , but not limited to , any legal obligation of support. Article 10 . Accounting : Unless directed otherwise by an adult Beneficiary of the Trust, the Trustee may accept such amount of property distributed to it by the legal representative of the Grantor's estate as constituting all the property to which the Trustee is entitled under the Grantor's Will . The Trustee shall have no duty to review the administration of the Grantor's estate by such legal representative , unless the Trustee has actual affirmative knowledge of any impropriety in such administration . At any time during or after the Trust's existence a Beneficiary may request an accounting of the property, in the Trust which may or may not include income , liabilities , and a list of assets known to be in the Trust's possession . Requests may not be made more than once per 6 months . Article It. soendthrift Provisions : The interest of any Beneficiary in any share or part of the Trust , both principal and income , shall not be alienable , assignable , attachable , transferable nor paid by way of anticipation , nor in compliance with any order, assignment or covenant and shall not be applied to , or held liable for, any of his or her debts or obligations either in law or equity, and shall not in any event pass to his or her assignee or trustee under any instrument nor under any insolvency or bankruptcy law, and shall not be subject to the interference or control of creditors , spouses or others . Nothing contained in this Article shall be construed as restricting in any way the exercise of any power of appointment granted herein . Article 12 . Dealings With Third Parties : Any person , firm , corporation or entity dealing with the Trustee may always rely upon the Trustee as being duly authorized hereunder in all par₹ iculars ; and no such person , firm , corporation or entity shall in any way be responsible for the proper use or application of any, property, delivered , or any funds paid over or advanced , by any of them to the Trustee ; and the receipt of the Trustee for any payment or advancement made to the Trustee , or for any property delivered to the Trustee , shall be a complete discharge and acquaintance to the extent specified in such receipt. Persons dealing with the Trustee shall look only to the property administered by the Trustee for payment of claims and not to the Trustee's personal property. Article 13 . Successor Trustees and Other Provisions Dealing with Trustees : A . Successor Trustee : The Grantor appoints Nancy Lynne Coats of 422 Kendalbrook Dr, Windsor, CO 80550 as the Successor Trustee and if he or she shall be unable to fulfill the duties her . in , the Grantor appoints BrandonCarver with a mailing address of 154 , ' , iac n as the 2nd Successor Trustee . In the event neither is able to serve then the Beneficiaries may decide with a majority vote the corporate or individual to serve as Successor Trustee . If the Beneficiaries cannot agree to a Successor Trustee within 30 days then the court in the jurisdiction of the Grantor shall make the appointment . If a Beneficiary of the Trust is to be appointed as Trustee , legal or tax counsel should first be consulted with respect to any possible income , gift or estate tax consequences to such Beneficiary under then existing law. Notwithstanding the foregoing , as long as one Trustee is serving hereunder no vacancy shall be deemed to exist in the office of Trustee . B . Appointment of Co-Trustee by an Individual. Trustee : Any individual who is serving as a Trustee may at any time appoint another person or a corporate Trustee to serve as a co-Trustee but only during the period of time that such individual is serving as a Trustee . The Trustee has the right to remove such co-Trustee from such office , with or without cause , upon written notice thereof mailed or delivered to such appointed co-Trustee . C . Removal or Incapacity: During the Grantor's lifetime , he or she shall have the right to remove any Trustee . Should any Trustee hereunder become incapacitated , as determined pursuant to the Indenture or otherwise , such person shall cease to serve as Trustee and the office of Trustee shall be deemed vacant if no other Trustee is then serving . D . Resignation of Trustee : Any Trustee hereunder may resign by a notice in writing delivered to the Grantor, if the Grantor is then living , and , after the Grantor 's death , to all current Beneficiaries of the Trust. E . Certified copies and certificate of Trustee or Attorney at Law: Anyone may rely upon a copy hereof certified by a Notary Public to be a true copy of the instrument F. Trustee's Accountings : The Trustee , other than the Grantor-Trustee , may, and , upon request of any Beneficiary hereof, shall , render periodic accounts with respect to the trusts hereunder to the person or persons then entitled to receive any income or principal from the Trust. G . Bond : The Grantor directs that no Trustee hereunder be required to furnish bond , or surety on any bond , for the performance of its duties as Trustee in any jurisdiction . H . Successor Trustees or Co-Trustees : All rights , powers and exemptions reserved or granted to the Trustee hereunder shall extend to any successor Trustee or co- Trustee . No successor Trustee or co-Trustee shall succeed to such office until he/she/it accepts such office in writing . Any successor Trustee or co-Trustee may accept, without examination or review, the accounts rendered and the property delivered by any predecessor Trustee or present co-Trustee without liability. Each successor Trustee or co-Trustee has the same title , power and duties as the Trustee r N4 e I succeeded or, in the case of a co-Trustee , the other then present Trustee , without any additional conveyance . Any reference to a "Trustee" refers equally to any successor Trustee or co-Trustee . I . compensation of Trustee : A►ny individual Trustee serving hereunder shall be entitled to : ( choose One ) ❑ - No compensation whatsoever. O - Be paid a reasonable fee from the Trust Estate based on the amount of time expended by such Trustee in carrying out his or her duties hereunder. Any corporate Trustee shall be entitled to be paid a fee based upon its fee schedule from time to time that is required to be published . J . Liability of an Individual Trustee : No individual Trustee ( as opposed to a corporate Trustee ) shall , with respect to the investment of Trust Estate , be liable for any action taken , or failure to act, unless such action , or failure to act, was done willfully and in bad faith or fraudulently. K. Corporate Trustee : The term " corporate Trustee" shall mean a Trustee which is a banking institution or trust company regularly engaged in the business of trust administration in which no Beneficiary has any controlling interest. Article 14 . Governing Law: The Trust is made and executed in the state of Colorado and is to be governed and construed according to the laws of said State. Article 15 . Survival : No individual or organization may make a claim or benefit from the Trust unless it's determined that the benefiting party has survived the Grantor by 7 days . Article 16 . Incapacity: If the Grantor becomes incapacitated , the Trustee shall distribute such amounts of the income and principal of the Trust for the comfort, health , support , maintenance and any additional care needed . Trustee has discretion to determine what amount is appropriate and necessary to maintain the Grantor's accustomed standard of living . Incapacity shall be defined as a lack of ability to manage his or her own personal and financial affairs , which may be due either to a mental or physical condition . The determination of incapacity shall be made by either a court of competent jurisdiction or two physicians licensed to practice medicine in the state where the Grantor is domiciled at the time of the certification . One of the two physicians shall be board certified in the specialty most closely associated with the cause of the Grantor 's incapacity. The Grantor shall be deemed to have regained capacity if there is a finding to that effect by a court of competent jurisdiction or two licensed physicians that the Grantor is capable of managing his or her personal and financial affairs . Article 17 . Order of Death : At the time of the Trust's creation the Grantor is Not Married Article 18 . Children : The Grantor has no children . Article 19 . Severability : If any wording , sentence , or article of the Trust is determined to be invalid , unenforceable , or irrelevant for any reason whatsoever the remaining portions of the Trust remain legally valid and enforceable . If a court determines that e Y " Tom: limiting any such wording in the Trust would enable to become valid and enforceable then such wording shalt be deemed written , construed , and enforced as so limited . Article 20 . Gender References : Whenever the context permits , the use of a particular gender shall include any other gender, and references to the singular or the plural shall be interchangeable . Article 21 . Exclusion : For the purpose of outlining a clear and detailed Trust document the Grantor has specifically excluded the following individuals and/or organizations : Article 22 . Power to Alter, Amend or Revoke : The Grantor reserves the right at any time or times during the Grantor 's lifetime to amend , alter or revoke the Trust, in whole or in part, or any provision thereof, by an instrument in writing signed by the Grantor and delivered to the Trustee , provided that no such amendment or alteration shall in any manner increase the duties and responsibilities of any then Trustee in office without such Trustee 's consent. From and after the Grantor death the Trust shall be irrevocable and may not be/I/It Tied amended or revoked . lied . Grantor's Signature . yr' --'. *.. ;', � ,0 Print Name Date / 2 At'14/26 el- j-e".2 2'e I hereby accept the Trust hereinabove created upon Ihr9 terms set forth herein and agrees to act as Trustee _-�t �'r nder. , .- te'.'� `� „ca-e-se Trustee's Signature 7 a-� , . ,, Print Name J O � . d scogip _,:re i , ,- ' !Date ( 1 fli4rc& .> -- .... I hereby accept the Trust hereinabove created: - on the terms set forth herein and agrees to act as Successor Trustee thereunder. =-,` ) / j y ` / • ` fr e f f t �r f'f • e., r Successor Trustee's Signature L -r- t �7 --- et/ .y-- ----.—,, ,, , ___ r Print Name is 4-N) /L / C0m3 Date (1) 2. Z___ SELF - PROVING State of ‘ o v act 0 County of (jlytrvLQx } 1 /We , the Grantor, Trustee (s ) and the Witnesses and/or Notary Public, whose names are signed to the foregoing instrument , being first duly sworn , do hereby declare to the undersigned authority that the Grantor signed and executed the instrument as his/her Living Trust and that he/she signed willingly, and that he/she executed it as his/her free and voluntary act for the purposes therein expressed , and that each of the individuals , 4CT in the presence of the Grantor was at the time eighteen ( 18 ) or more years of age , of sound mind and under no constraint or undue in nee . ` \\l y 1 J ,141 2- Grantor 's Signature G ` � Date 7 :2'49te ±--2-- 1 li / ca/ . i" Trustee's Signature Date / . C be2jeke.r2,02.- , /7,____Ie 4 Successor Trustee 's Signature . . �'� h e„ C ae• recDate. /2Aleca c-- 4 a) ? • 1 2nd Successor Trustee ' s Signature Date / i- fil ctere. - 7, Witness SignatureC„?' —`1CaffiL CIXF Date 3 4 -2"--.-2-a dl-R, .Witness SignatureHLJLj 45,,es, Date 3 NOTARY ACKNOWLEDGMENT On this ( D' of OS ) , 20 22 , personally appeared the abovenanied � � pp, ) CAR Scold PJk\tS and acknowied ed the foregoing to be ( his/her) free act and deed , before me . My Commission Expires : al 0111-2,(12-9' te (7\ 6)1e3Ctee3r ; (1 � . • 1 _._.I I Notary Public .► _ Ltkc& O'1.. 6Tdeal d 1 P' r� nt ala ATTACHMENT A Under this Living Trust the Grantor has conveyed , transferred , or assigned to the Trustee the following assets and property to be managed and geld under the terms of aforementioned : 0 e 4872211 12/14/2022 04 : 22 PM Total Pages : 4 Rec Fee : $28 . 00 Carly Koppes - Clerk and Recorder, Weld County , CO MEMORANDUM OF LEASE AND EASEMENT OPTION AGREEMENT THIS MEMORANDUM OF LEASE AND EASEMENT OPTION AGREEMENT ilviemo °andum" ) is entered into as ofF- ?Cola by and between John Scott B1/flies, Trustee of the John Scott Byrnes Trust, dated March 12th , 2022, ("Owner"), and Cloudbreak Energy Partners, LLC, a Delaware limited liability company, and its successors and assigns ("Operator") . RECITALS A . Owner and Operator have entered into that certain Lease and Easement Option Agreement (the b2022 (the ``Effective :.��-� eme��zt "Lease _Agreement"), datedpipacat. , Date"), whereby Owner has granted Operator the right to conduct due diligence on the Owner' s Property and an option to lease and develop a portion of the Owner' s Property (the "Option"), Loge her with easement rights on, over, under, across, and through said Owner ' s Property, in the County of Weld, State of Colorado , and being more particularly described in Schedule A attached hereto and made a part hereof (the "Owner ' s Property") . B . This Memorandum is being executed and recorded to evidence the Lease Agreement and shall not be construed to limit, amend or modify the provisions of the Lease Agreement in any respect. MEMORANDUM 1 . OWNER. The name of the Owner is John Scott Byrnes, Trustee of the John Scott Byrnes Trust, dated March 12th, 2022 , with an address of 46246 CR 13 , Fort Collins, CO 80524 . 2 . OPERATOR . The name of the Operator is Cloudbreak Energy Partners, LLC, a Delaware limited liability company, having an address of 4845 Pearl East Circle, Suite 118 1/ 53242, Boulder, Colorado 80301 , and its successors and assigns. 3 . LEGAL DESCRIPTION . The specific legal description of the Owner' s Property is described on Schedule A and is incorporated herein by this reference . 4. OPTION TERM. Owner has granted Operator the right to conduct due diligence on the Owner' s Property to determine if the Operator would like to enter into a lease. The initial term of the Option Agreement is a period which commenced on ? 2 �.. , 2022 and ends on Er Dec a 07-- 9- . The term of the Option may be extended, at Operator' s discretion, for one ( 1 ) calendar year, as provided in the Lease Agreement. 5 . LEASE TERM . in the event the Option is exercised under the Lease Agreement, the term of the lease will commence on the Commencement Date (as defined in the Lease Agreement) and shall expire on the twentieth (20th) anniversary of the Commercial Operation Date (as defined in the Lease Agreement) . 4872211 12/ 14/2022 04 : 22 PM Paget of4 6 . EXTENSION TERMS . Operator has the option to extend the term of the lease for four ( i) additional extension terms of five (5 ) years each on the terms and conditions more particularly set forth in the Lease Agreement. EASEMENTS . In connection with the Lease Agreement, Owner has granted or has agreed to grant Operator a number of easements on, over, under, across and through Owner ' s Properly, which arc fully described in the Lease Agreement . OTHER TERMS . In addition to those terms referenced herein, the Lease Agreement contains numerous other tej .ins, covenants and conditions, and notice is hereby given that reference should be made to the Lease Agreement directly with respect to the details of such terms , covenants , and conditions . In the event of a conflict between the provisions of this i ;istrument and the Lease Agreement, the provisions of the Lease Agreement shall control . Q . AGREEMENT TO COOPERATE . At the request of Owner after expiration of the termination of the Lease Agreement, Operator shall reasonably cooperate with Owner in all respects with obtaining the removal of the Memorandum from title, including without limitation executing a termination of Memorandum in form reasonably required by Owner. IN WITNESS WHEREOF, the undersigned have caused this instrument to be executed as of the date first written above. OWNER John Sc Byrnes Trust -.R =; f t : e Jo Scott Byrn rust,rust, dated March 12`x', 2022 ' STATE OF COLORADO } } ss . OUNT CITY OF Layi'rrcr } The foregoing instrument was acknowledged before me this % day g of -pets , 2022., by 3 okn 'Scot - F,> 4 {flCS , the Trustee of the John Scott Byrnes Trust, on behalf of the John Scott Byrnes Trust, dated March 12th, 2022 . Witness my hand and official seal Notary Publi My commission expires : nail 10 , 2 PD2 MELLISSA SSA ESTHER MILOSKY LOSKY ~ I NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20224018697 MY COMMISSION EXPIRES MAY 10, 2026 4872211 12/ 14/2022 04 : 22 PM Page 3 of 4 IN WITNESS WHEREOF, the undersigned have caused this instrument to be executed as of the date first written above . OPERATOR Cloudbreak Energy Partners, LLC, a Delaware limited liability company By: ReL, 6. .11-h Name : gielocccvx GAItiv- LA Title: u ate-; 7 e ) SPirAl it (\I1 p ctrivt_e_ ',- � 5 STATE OF COLORADO ) ) ss . COUNTY OF vi o r ) 44,-, The foregoing instrument was acknowledged before me this '6 day of Oacn½cv , 202Z by ¶Lc½ccco ( ioIIevtj , the Avtiesnorizeol cqéoi-9 of Cloudbreak Energy Partners, LLC, a Delaware limited liability company, on behalf of the limited liability company. 9 , Witness my hand and official seal T Notary Pd l' c My commission expires: Allatil 10 , 202L ' r _ M ELL I SSA ESTHER M I LOSKY NOTARY PUBLIC STATE OF COLORADO NOTARY ID 202 24018697 MY COMMISSION EXPIRES MAY 100 2026 3 4811 -7089-4018.9 4872211 12/14/2022 04 : 22 PM Page 4 of 4 SCHEDULE A Legal Description of Owner's Property A p f the following r•eal property located in the County of Weld, State of Colorado: Parcel nuum er : 05550700002.2 Legal : , 1 „,..,„....„. 4. rt of � ou � �. ;,41' of Section ? , 'o' sip 8 North Range 67 West Iepietlon .w^ .y. ,.:^n:•'>Y'.r c:r^ . <r ..'r"i�.,RR^^'^r:."'•�<' .!.^w^'C^^J,""" „'h R^fn i. 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R •,,,,,,•,..• ww , • �i/< !r.,r.' ..r..yl**,'2 ,�,. . ,'/ •r q.. / r `'i AAr r n .ff.�:.^.w.%•/, a J 4,,,:.: .,,. y..S�,Y , • •/n .Ayyet•"; . r •1r;A j rrr .^ rI • Gr•%'i;:'j`r,it „. • / .r r 'rc„/.,"11/: • °.- Included Leased Area 4 4811 -7089-4018.9 CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Planning Questionnaire 1 . Explain the proposed use and business name : o CBEP Solar 28 , LLC is proposing to construct and operate the Saddleback Solar Project ( " Project " ) in unincorporated Weld County on Parcel ID number 055507000022 . The Project will be a 1 . 5MWac community solar garden and will be constructed on approximately 19 . 48 acres of privately owned land . It will consist of solar modules mounted about 5 feet above the existing grade on single- axis trackers, which allow the panels to track the sun from east to west over the course of the day. The project will also include inverters mounted on steel posts or beams, concrete-pad mounted transformers, other electrical equipment, an access road , and a perimeter game fence with gates . 2 . Explain the need for the proposed use : o Ensuring long -term energy security for the United States requires a mixture of all different types of energy production , including community solar projects like the Saddleback Solar Project. 3 . Describe the current and previous use of the land . o The land is currently vacant (no existing water rights to be used for crop production ) and has historically been used for oil and gas production . 4 . Describe the proximity of the proposed use to residences. o The nearest residence is approximately 800 feet to the west of the Project ' s proposed fenceline . 5 . Describe the surrounding land uses of the site and how the proposed use is compatible with them . o The surrounding land use includes residential , oil and gas production , and agricultural land use . 6 . Describe the hours and days of operation (i . e . Monday thru Friday 8 : 00 a . m . to 5 : 00 . m . . (970) 425-3175 I INFO©aCLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM CLOUDBREAI< PAGE2 o Construction activities will take place Monday through Saturday from 7 : 00 a . m . to 6 : 00 p . m . After construction is completed , occasional maintenance will occur between 7 : 00 a . m . and 7 : 00 p . m . as needed . 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 of shifts .. o Construction may require up to 50 workers to be on site at one time during the peak of construction , all contractors during the day shift. Construction employees may include up to 15 civil workers, 15 electricians, 15 racking builders , and an additional 5 employees. During operations , two to four employees may be needed for maintenance , as needed , approximately twice a year. 8 . Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time . o No users , patrons , members , buyers , or other visitors are expected to be on the site at any time . 9 . List the types and maximum numbers of animals to be on the site at any one time (for dairies , livestock confinement operations, kennels, etc. ) . o Up to 500 sheep . 10 . List the types and number of operating and processing equipment. o The Project will consist of approximately 3 , 588 solar modules mounted about 5 feet above the existing grade on single-axis trackers , which allow the panels to track the sun from east to west over the course of the day . The project will also include 15 inverters mounted on steel posts or beams, 1 concrete pad mounted transformers, and other electrical equipment. 11 . List the types, number and uses of the existing and proposed structures. o There are no existing structures on the Project's site . o The proposed structures for the Project will include : i . Approximately 3 , 588 solar modules mounted about 5 feet above the existing grade on single-axis trackers, which allow the panels to track the sun from east to west over the course of the day . ii . 15 inverters mounted on steel posts or beams iii . 1 concrete pad mounted transformers iv. Approximately 5 utility poles that will connect the project to the existing Xcel Energy distribution line located on the west side of the parcel . of the property . v. One temporary construction trailer (970) 425-3175 I INFO©aCLOUDBFREAKENEPGY.COM I CLOUDBPEAKEICIEPGY.COM CLOUDBREAI< PAGES vi . Two 10' x 40' storage containers that will store parts, tools , and equipment on site during construction and operations 12 . Describe the size of any stockpile , storage or waste areas . o During construction , a laydown area located within the limits of the Project area will be used to store Project facility items while facilities are installed . During operations , there will be no open stockpiling , uncovered storage , or waste areas . Up to two storage containers approximately 40-feet in length , 10 feet in width , and 10 feet in height to store spare parts , tools, and equipment on site during construction and operations . 13 . Describe the method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use . o Debris , junk, and other wastes will be stored in appropriate waste receptacles such as dumpsters during construction . CBEP Solar 28 , LLC or its contractors will hire a waste management provider to regularly remove wastes associated with construction of the Project from the receptacles and bring the waste to an approved landfill or disposal site . Maintenance contractors will properly dispose of any wastes generated during operation of the Project by bringing the wastes to an approved landfill or disposal site . 14 . Include a timetable showing the periods of time required for the construction of the operation . o Project construction is expected to begin in Q1 2024 and is expected to be completed in Q2 2024 . Construction activities would follow the estimated timetable below : Construction Phase Season/Duration Construction Begins Q1 2024 Site preparation 1 -2 months Structural work 3-5 months Electrical work 2-4 months Utility work 2-4 months Construction Completion Q2 2024 15 . Describe the proposed and existing lot surface type and the square footage of each type (i . e . asphalt, gravel , landscaping , dirt, grass, buildings) . (970) 425-3175 I INFO©aCLOUDBFREAKENEPGY.COM I CLOUDBPEAKENEPGY.COM CLOUDBREAI< PAGE o The existing lot surface type is all vegetated land . The proposed surface types and square footage of each type are listed below : i . Concrete : 1 , 375 sq ft ii . Gravel : 50, 100 sq ft iii . Swales: 0 sq ft iv. Grass/Vacant: 424, 124 sq ft v. Solar Racking : 102 ,820 sq ft 16 . How many parking spaces are proposed ? How many handicap-accessible parking spaces are proposed ? o No parking spaces or handicap- accessible parking spaces are proposed . 17 . Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. o There is no existing fencing or screening on the site . The Project will be surrounded by a game fence that is at least 7 feet tall . 18 . Describe the existing and proposed landscaping for the site . o There is no existing landscaping on the site and there is no proposed landscaping . 19 . Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity . o Decommissioning of the Project will commence within 12 months after power production has permanently ceased and be completed within 12 months of the decommissioning work commencing . Decommissioning will include the removal of: i . All non - utility owned equipment, conduits, structures, fencing , and foundations to a depth of at least three (3 ) feet below grade ii . All fences , graveled areas and access roads unless the property owner agrees for this to remain o The property will be restored to a condition reasonably similar to its condition prior to the development of the Project 20 . Describe the proposed fire protection measures. o The Project is located within the Nunn Fire Protection District. The Project will comply with all Colorado Public Utilities Commission requirements as well as national codes and standards for construction , electrical , and fire . A supervisory control and data acquisition (SCADA) system will remotely monitor and control the Project 24 hours per day . The SCADA system will transmit Project data and control signals over the internet. (970) 425-3175 I INFO©aCLOUDBFREAKENEPGY.COM I CLOUDBPEAKEICIEPGY.COM CLOUDBREAK PAGES 21 . Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code . o The Project is consistent with the Weld County Comprehensive Plan because it: i . Does not interfere with any existing agricultural operations within the vicinity . ii . Respects private property rights by allowing the owner of the property to do what is in their best interest while complying with local regulations and not interfering with or infringing upon the rights of others . iii . Promotes economic growth and stability by providing a diversified source of income for the landowner, the shepherd , and the County while also offering local residents the opportunity to save money on their electricity bills through Xcel 's Solar* Rewards Community Program . iv. Protects the health , safety, and general welfare of the citizens of the County by providing an emission -free source of energy . v. Is harmonious with surrounding agricultural and industrial uses . vi . Supports future mineral development by reserving space on the landowner's property where minerals can be extracted in the future . 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 .) o There are no surface water rights associated with the property, so crop production has become increasingly more challenging for this parcel . The new solar development will also not interfere with any of the surrounding agricultural land uses . The Project's array will protect the land underneath and in turn allow the soil to revitalize over time , therefore preserving the land to be used for agricultural purposes in the future , if desired . We will be planting a native seed mixture on the property that will not require irrigation . 23 . Explain how this proposal will be compatible with future development of the surrounding. area or adopted master plans of affected municipalities. o The Project is not located within any Intergovernmental Agreement areas. o This Project will fit in well with the rural community as it will have minimal visual impacts as well as minimal sound , odor, noise , and traffic impacts. This Project will benefit the community with improved electrical infrastructure , increased (970) 425-3175 I I N FO©a CLOU DBPEAKEN EPGY.COM I CLOU DBPEAKEN EPGY.COM CLOUDBREAK PSG E 6 energy independence , and help reduce the burden on the energy grid as the community continues to grow and expand . 24 . Explain how this proposal impacts the protection of the health , safety and welfare of the inhabitants of the neighborhood and the County . o The Project is not anticipated to impact the health , safety, and welfare of Weld County citizens . Designs will comply with Colorado Public Utilities Commission requirements as well as national codes and standards for construction , electrical , and fire . A supervisory control and data acquisition (SCADA) system will remotely monitor and control the Project 24 hours per day . The SCADA system will transmit Project data and control signals over the Internet . 25 . Describe any irrigation features . If the proposed use is to be located in the A (Agricultural) Zone District , explain your efforts to conserve prime agricultural land in the locational decision for the proposed use . o There is no irrigation system on the property and there are no existing surface water rights . Due to this land being identified as non - irrigated dry farmland , it will not be taking prime agricultural land out of production . We will be planting a native seed mixture on the property and grazing sheep to maintain the vegetation at a height of no more than 18-22 inches. 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 . The Project site is not located within any Overlay Zoning District or Special Flood Hazard Area . 27 . Detail known State or Federal permits required for your proposed use (s) and the status of each permit . Provide a copy of any application or permit. o There are no Federal permits required for the Project. o There are two State permits that may be required - the Colorado Department of Public Health and Environment Construction Stormwater Discharge Permit and the Colorado Department of Public Health and Environment Air Permit. No applications for State permits have been submitted . (970) 425-3175 I INFO@CLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: 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 : o The Project parcel has 1 existing access and 1 proposed access . - Access 1 , the proposed access for the Saddleback Solar Project, is located on the western side of the parcel on CO- 13 , approximately 2 , 525 feet north of County Road 58 and 2 , 710 feet south of County Road 60 . This access will be for the Project access. - Access 2 is located on the western side of the parcel on CO- 13 , approximately 2 , 170 feet north of County Road 58 and 3 , 045 feet south of County Road 60 . This is an existing Residential access . 2 . Describe any anticipated change(s) to an existing access, if applicable : o No accesses will be relocated or updated for the project. 1 new access will be added to the parcel to access the Project. 3 . Describe in detail any existing or ,proposed access gate including its location : o There will be a 7 -foot tall perimeter fence around the Project. The access gate for this project will be on the west side of the Project area . 4 . Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road . Include the approximate distance each access is from an intersecting county road : There are 5 parcels adjacent to the Project parcel . o The parcel to the north of the Project parcel has 2 accesses . - Access 1 is located on the west side of the parcel on County Road 13 , approximately 2 , 610 feet to the north of County Road 58 and 2 , 600 feet to the south of County Road 9 . - Access 2 is located on the north side of the parcel on County Road 9 , approximately 3 , 095 feet to the west of County Road 15 and 2 , 245 feet to the east of County Road 13 . (970) 425-3175 I INFO©aCLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM CLOUDBREAI< PAGE2 o The parcel to the east of the Project parcel has 3 accesses. - Access 1 is located on the north side of the parcel on County Road 60 , approximately 1 , 980 feet to the west of County Road 15 and 3 , 305 feet to the east of County Road 13 . - Access 2 is located on the north side of the parcel on County Road 9 , approximately 60 feet west of County Road 15 and 5 , 195 feet east of County Road 13 . - Access 3 is located on the east side of the parcel on County Road 15 , approximately 35 feet to the southwest of County Road 94 and 5 , 260 feet to the south of County Road 9 . o The parcel to the south of the Project parcel has 1 access located on the western side of the parcel , approximately 1 , 255 feet to the north of County Road 58 and 3 , 950 feet to the south of County Road 9 . o The parcel across County Road 13 to the northwest, located in Larimer County, has 2 accesses . - Access 1 is located on the eastern side of the parcel on County Road 13 , approximately 2 , 635 feet north of County Road 58 and 2 , 590 feet south of County Road 9 . - Access 2 is located on the eastern side of the parcel on County Road 13 , approximately 3 , 035 feet north of County Road 58 and 2 , 160 feet south of County Road 9 . o The parcel across County Road 13 to the southwest, located in Larimer County, has 1 access on the eastern side of the parcel , approximately 2 , 110 feet to the north of County Road 58 and 3 , 110 feet to the south of County Road 9 . 5 . Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access : o The existing access should not have any difficulties seeing oncoming traffic . 6 . Describe any horizontal curve (using terms like mild curve , sharp curve , reverse curve , etc.) in the vicinity of an existing or proposed access: o The existing access does not have any horizontal curves in the vicinity . 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: o The topography of the road in the vicinity of the existing access is flat. (970) 425-3175 I INFO©aCLOUDBFREAKENEPGY.COM I CLOUDBPEAKENEPGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Environmental Health Questionnaire 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 . : o The Project area does not have an existing potable water source . There is no proposed potable water source for the Project. Bottled water will be provided for the construction team . Any water used for dust mitigation will be brought to the property from an external source . 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.) : o There is no existing on -site sewage disposal system . The operation of the Project is not anticipated to require a sewage disposal system . CBEP Solar 28 , LLC or its contractors will provide portable toilets during construction . 3 . If storage or warehousing is proposed , what type of items will be stored : o The Project will include up to two 10 ' x 40 ' storage containers that will store parts , tools, and equipment on site during construction and operations. 4 . Describe where and how storage and/or stockpile of wastes , chemicals , and/or petroleum will occur on this site : o During construction wastes will be stored in appropriate waste receptacles such as dumpsters. CBEP Solar 28 , LLC and its contractors will hire a waste management provider to regularly remove wastes associated with construction of the Project from the receptacles and bring the waste to an approved landfill (970) 425-3175 I INFO©aCLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM CLOUDBREAI< PAGE2 or disposal site . Maintenance contractors will properly dispose of any wastes generated during operation of the Project by bringing the wastes to an approved landfill or disposal site . During construction , up to 1 ,000 gallons of fuel will be stored on -site in appropriate containers. No fuel will be stored on site for operations. No other chemicals are anticipated to be stored during construction or operation of the Project. 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: o Up to 1 ,000 gallons of fuel are anticipated to be stored on one site at one time during construction . Storage of fuel will follow applicable secondary containment requirements , as applicable . There will not be fuel storage during operation of the Project. 6 . If there will be washing of vehicles or equipment on site , indicate how the wash water will be contained : o There will not be vehicle washing/equipment on site during the construction and operation of the Project. 7 . If there will be floor drains , indicate how the fluids will be contained : o None of the facilities constructed for the Project will contain floor drains or require wastewater treatment. 8 . Indicate if there will be any air emissions (e . g . painting , oil storage, etc. ) : o Traffic volume , primarily in the form of passenger vehicles , would increase in and around the Project area during construction . The increased traffic would temporarily increase odors and exhaust from vehicle emissions . Odors are anticipated from the operation of heavy machinery during grading , pile driving , and other installation activities at specific time periods throughout construction . Impacts from odors during Project operation would be minimal , likely restricted to emissions from the vehicles of maintenance personnel . 9 . Provide a design and operations plan if applicable (e . g . composting , landfills, etc .) : o A design and operations plan is not applicable to the Project. 10 . Provide a nuisance management plan if applicable (e . g . dairies, feedlots, etc . ) : o A nuisance management plan is not applicable to the Project. 11 . Additional information may be requested depending_ on type of land use requested : o If any additional information is required , please don 't hesitate to contact Zach Brammeratzach@cloudbreakenergy. com - (970) 425 -3175 . (970) 425-3175 I INFO©aCLOUDBFREAKENEPGY.COM I CLOUDBPEAKENEPGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Alternatives Statement Cloudbreak Energy Partners performed a rigorous search for ideal solar project locations across the State of Colorado . This search included hundreds , if not thousands, of properties within Weld County . The Byrnes ' s property was chosen due to several factors including , but not limited to : • Close proximity to high quality Xcel Energy distribution infrastructure that has the capacity for a project of this size • Close proximity to Xcel Energy's Cobb Lake substation • Outside of floodplains and wetlands • Relatively flat • No geotechnical constraints • Landowner participation • Limited disturbance to nearby properties and property owners Alternatives to the Byrnes ' s property were thoroughly evaluated but were ultimately dismissed due to at least one of the above factors . The proposed Project presents the most viable design and location with the least adverse impacts of all the alternatives . (970) 425-3175 I I N FO©a CLOU DBREAKEN ERGY.COM I CLOUDBREAKENERGY.COM ERGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Decommissioning Plan Approach CBEP Solar 28 , LLC has developed this decommissioning plan for the Saddleback Solar Project, to be implemented after the contracted lease term has ended . CBEP Solar 28 , LLC , the owner of the 1 . 5MW AC Solar Energy Facility (SEF) will be responsible for the decommissioning . Decommissioning of the Project will include removal of all above and below-ground infrastructure , including the arrays , inverter structures , concrete foundations and pads , and electrical infrastructure . All fences, graveled areas and access roads shall be removed unless landowner agreement to retain is presented , in writing , in which the property owner agrees for this to remain . The property shall be restored to a condition reasonably similar to its condition prior to development of the 1 . 5MW AC SEE Grading and re-vegetation will comply with all applicable rules and regulations. Exclusions from the decommissioning plan include planting trees , removing internal site roads , and re-grading to previous conditions. All non -utility owned equipment, conduits, structures, fencing , and foundations to a depth of at least 3 ' below grade shall be removed . Decommissioning activities will follow the CDOT best management practices ( BMPs) for erosion and sediment control and stormwater management that are applied during project construction , or any new BMPs relevant at the time . CBEP Solar 28 , LLC will decommission the Project once the contracted lease term is over, if the lease term is not extended or renewed . Decommissioning may also be initiated if the project is no longer viable , or in the case of a force majeure event (described below) . CBEP Solar 28 , LLC will provide notice to Weld County prior to commencement of decommissioning the Project. Estimated Timeline and Cost Decommissioning/reclamation shall commence within 12 months after power production has permanently ceased and be completed within 12 months from the start date of the decommissioning/reclamation work. Decommissioning/reclamation cost estimates, which shall be updated every five years from the establishment and submittal of the Security, shall include all costs associated with the dismantlement, recycling , and safe disposal of facility components and site reclamation activities, including the following elements : (970) 425-3175 I I N FO©a CLOU DBREAKEN ERGY.COM I CLOUDBREAKENERGY.COM ERGY.COM CLOUDBREAI< PAGE2 • All labor, equipment, transportation , and disposal costs associated with the removal all facility components from the facility site • All costs associated with full reclamation of the facility site , including removal of non -native soils, fences, and constructed access roads • All costs associated with reclamation of any primary agricultural soils at the facility site to ensure each area of direct impact shall be materially similar to the condition it was before construction • All decommissioning/reclamation activity management, site supervision , and site safety costs • All other costs , including administration costs, associated with the decommissioning and reclamation of the facility site • The established date of submission of the financial assurance mechanism to Weld County Prior to construction , CBEP Solar 28 , LLC will provide the County with an irrevocable standby letter of credit, bond , or alternate form of financial assurance mechanism in an amount sufficient to fund the estimated decommissioning costs required by the Code . The Security shall : • Name the Board of County Commissioners of Weld County as the sole beneficiary of the letter of credit • Be issued by an A- rated financial institution based upon a rating provided by S & P, Moody's, Fitch , AM Best, or other rating agency with similar credentials • Include an automatic extension provision or " evergreen clause " • Be " bankruptcy remote " , meaning the financial assurance mechanism will be unaffected by the bankruptcy of the SEF operator Weld County, in its sole discretion , may approve alternative forms of a financial assurance mechanism such as , but not limited to bonds , letters of credit, or other securities , if it finds that such alternative forms will provide an assurance of the availability of financial resources for decommissioning/reclamation that equals or exceeds that provided by the form required herein . Furthermore , Weld County shall have the right to draw upon the irrevocable standby letter of credit, or other form of financial assurance mechanism , to pay for decommissioning in the event that the holder has not commenced decommissioning/reclamation activities within 90 days of the Board of County Commissioners order or resolution directing decommissioning/reclamation . Continued Beneficial Use If prior to decommissioning the Project, the landowner determines that any of the Project components can be beneficially used on the land after disassembly , such items would be (970) 425-3175 I INFO©aCLOUDBFREAKENEPGY.COM I CLOUDBPEAKENEPGY.COM CLOUDBREAI< PAGE3 exempt from the requirements for decommissioning . If a third party acquires the Project or a portion of the Project, such third party would be responsible for providing evidence of a plan of continued beneficial use for their relevant Project components . Force Majeure An exception to these requirements will be allowed for a force majeure event, which is defined as any event or circumstance that wholly or partly prevents or delays the performance of any material obligation arising under the Project permits , but only t0 the extent: • Such event is not within the reasonable control , directly or indirectly, of CBEP Solar 28 , LLC (including without limitation events such as fire , earthquake , flood , tornado , hurricane , acts of God and natural disasters; war, civil strife or other similar violence) ; • CBEP Solar 28 , LLC has taken all reasonable precautions and measures to prevent or avoid such event or mitigate the effect of such event on CBEP Solar 28 , LLC's ability to perform its obligations under the Project permits and which , by the exercise of due diligence , it has been unable to overcome ; and • Such event is not the direct or indirect result of the fault or negligence of CBEP Solar 28 , LLC . In the event of a force majeure event, which results in the absence of electrical generation by the Project for 12 months, CBEP Solar 28 , LLC must demonstrate to Weld County by the end of the 12 months of non -operation that the Project will be substantially operational and producing electricity within 24 months of the force majeure event. If such a demonstration is not made to Weld County's satisfaction , then decommissioning of the Project must be initiated 18 months after the force majeure event. (970) 425-3175 I INFO©aCLOUDBFREAKENEPGY.COM I CLOUDBPEAKENEPGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Development Standards Statement 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 . : o The ground -mounted solar collectors will not exceed 25 ' 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 : o A glare study for the Project is included in the application materials . The risk of glare being directed toward or onto nearby properties or roadways will be mitigated with screening as described in the Landscape and Screening Plan . 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 landsca Bing plan or fencing .plan shall first be submitted to and approved by the Department of Planning Services : o The Project conforms to the setback requirements of the Agricultural zone and will seek waivers for neighbors within 500 feet of the project or use screening around the project near residences . 4 . Dust mitigation . The operators of the 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 : o The Project will continuously employ the practices for control of fugitive dust detailed in the submitted Dust Mitigation Plan . (970) 425-3175 I I N FO©a CLOU DBREAKEN ERGY.COM I CLOUDBREAKENERGY.COM ERGY.COM CLOUDBREAK PAGE2 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 (where necessary) : o 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 (where necessary) . 6 . Fencing . The 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 : o The Project will be enclosed by a 7 -foot tall game fence . Additional details are provided in the Landscape and Screening Plan as well as the USR Map . 7 . Stormwater management. The Operator of the 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 ( M54) 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) : o A drainage report has been submitted as part of the Project's application . 8 . Access permit. Prior to construction of the 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 : o Prior to construction of the Project, CBEP Solar 28 , LLC or its contractors 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 . 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 . o The Project will not interfere with any irrigation systems on or adjacent to the solar facility. (970) 425-3175 I I N FO©a C LO U D B FR EAK E N E PGY.CO M I C LO U D B P EAK E N E PGY.CO M KimIey > Horn PRELIMINARY DRAINAGE REPORT Saddleback Solar Weld County Case # TBD East of Weld County Rd 13 & Between Weld County Rd 96 and Larimer County E . County Road 58 Weld County , CO Prepared by : Kimley- Horn Inc. 1125 17th Street , Suite 1400 Denver , CO 80202 Contact : Adam Harrison , P . E . Phone : ( 303 ) 228 -2311 Prepared on : April 20 , 2023 Saddleback Solar — Weld County, CO April 2023 Page 1 KimIey > Horn TABLE OF CONTENTS 1 . PROJECT DESCRIPTION & SCOPE OF WORK 3 1 . 1 . Project Location 3 1 . 2. Nearby Water Features & Ownership 4 1 . 3. Report & Analysis Methodologies 4 1 . 4. Stormwater Management 5 2. CONCLUSION 5 EXHIBITS Exhibit 1 — FEMA Firm Map Exhibit 2 — NRCS Report Exhibit 3 — NOAA Rainfall Data Exhibit 4 — Pre-Development Drainage Area Map Exhibit 5 — Post-Development Drainage Area Map Exhibit 6 — Hydrologic Calculations Exhibit 7 — Hydrologic Response of Solar Farms Saddleback Solar — Weld County, CO April 2023 Page 2 KimIey > Horn 1 . PROJECT DESCRIPTION & SCOPE OF WORK The development is a proposed 1 . 5- MWac Solar power generating facility located in Weld County , CO . The solar power generating facility will consist of rows of Photovoltaic Solar Modules , gravel access driveways , associated electrical equipment , underground utilities , and a substation (by others) . Solar modules will be mounted on piles and elevated above the ground as to preserve the existing underlying soil and allow for revegetation and infiltration . The project will be surrounded by a perimeter fence . Ground area within the limits of development that is not occupied by gravel roads or foundations will be seeded to establish permanent vegetation . This drainage narrative is intended to provide Weld County with preliminary information regarding the drainage and land disturbance activities related to the proposed Saddleback S olar, small scale solar facility ( Project) . The project will be designed and will be constructed and maintained in a manner that minimizes storm water related impacts , in accordance with Weld County drainage criteria . Project name , Property Address and Weld County Parcel No . Saddleback Solar, 46000-46998 WCR 13 Weld 80524 , Parcel No . 055507000022 Developer/Owner CloudBreak Energy Partners , LLC , 218 S . 3 'd Street Sterling , CO 80751 Urbanizing/ Non - Urbanizing This site is located more than a quarter mile away from the nearest Weld County municipal boundary and is classified as " Non - Urbanizing " . Therefore , detention ponds designed for this site would be sized using 10-year runoff rates . 1 . 1 . Project Location The existing site subject property is a parcel of 80 . 07 acres . The project is located on approximately 19 . 4 acres of agricultural and undeveloped , lightly vegetated land . The site is bounded to the north by adjacent property owned by The Kuck family ( Parcel ID 055507000023) , to the west by Weld County Road 13 , to the east by adjacent property owned by the Kruse Farm Company ( Parcel ID 055507000029) and to the south by adjacent property owned by the Dobbs family ( Parcel ID 055507300003) . S ection Township Range Property is located within the northern half of the southwest quarter of Section 7 , Township 8 N orth , Range 67 West of the 6th P . M . , Weld County , Colorado . Per FEMA Map Panels 08123C0895E effective 01 /20/2016 , none of the development area is within a flood hazard area . ( Refer to Exhibit 1 for FEMA Map) . The NRCS Report dated 02/01 /2023 , concludes that onsite soils consist mostly of Renohill - S hingle complex , Tassel loamy fine sand and Terry sandy loam that classify as hydrologic soil group ( HSG ) type D , D and B respectively . The site was modeled using all type D soils . For additional detail , refer to Exhibit 2 for the NRCS Report. Saddleback Solar — Weld County, CO April 2023 Page 3 • ley ))) Horn 1 . 2 . Nearby Water Features & Ownership In the existing condition , a majority of the site drains to the east to the adjacent property owned by the Kruse Farm Company . The nearest water features are the Windsor Ditch creek located approximately 1 . 0 miles west of the project area and another unnamed creek located on the Johnson Dairy properties approximately 0 . 7 miles west of the project area . The unnamed creeks located approximately 2500 feet east of the project area are the receiving waters of the project site . The existing drainage patterns will be maintained in the proposed condition . Refer to Exhibit 4 and Exhibit 5 for the Pre and Post- Development Drainage Area Maps . 1 . 3 . Report & Analysis Methodologies This report evaluates the pre and post development runoff characteristics of the development ( including solar facility footprint and access drive) and addresses the stormwater requirements of Weld County and the state of Colorado . Hydrologic Design Criteria The table below notes the hydrologic design criteria used in the analysis . Parameter Value Unit Reference Time of Concentration , Tc - min . Exhibit 6 Runoff Coefficient, C - - MHFD Criteria Manual, Chapter 6 , Table 6-4 1 - hr Point Rainfall , P1 ( 100-Year) 2 . 82 Inches NOAA Rainfall Data ( Exhibit 3 ) Storm Runoff, Q - cfs Q = CIA Basin Conditions The drainage areas of the site are shown for the site as Pre -construction ( Exhibit 4) and Post- construction ( Exhibit 5) . Pre-construction drainage basins were analyzed to calculate the peak historic runoff for the design storm . Proposed post construction drainage basins were analyzed to calculate the peak runoff for the design storm using an impervious percentage of 4 . 4 % (see Exhibit 6 for the imperviousness summary) . The tracking solar panels are not classified as an impervious surface because precipitation falling on the solar panels will shed onto the vegetated surface below. Stormwater Runoff The stormwater runoff for the existing and proposed conditions is calculated utilizing the Rational Method . The 100-year, 1 - hour storm event was analyzed for pre and post- construction drainage basins . The flow path for the basins can be seen in Exhibits 4 & 5 . The time of concentration to the point of accumulation was calculated using MHFD equations and can be found in Exhibit 6 . The Runoff Coefficients are also included in Exhibit 6 . The precipitation data used for the 100 - year, 1 -hour storm event is based on NOAA rainfall data from the project site ( Exhibit 3 ) . A summary of the rational calculation findings is shown in the table below. Existing Proposed Area 19 . 47 ac 19 . 47 ac Imperviousness 2 . 0 % 4 . 4 % Qioo 50 . 42 cfs 52 . 03 cfs Saddleback Solar — Weld County, CO April 2023 Page 4 KimIey > Horn 1 . 4 . Stormwater Management A study published in the Journal of Hydrologic Engineering researched the hydrologic impacts of u tility scale solar generating facilities . The study utilized a model to simulate runoff from pre - and post-solar panel conditions . The study concluded that the solar panels themselves have little to n o impact on runoff volumes or rates . Rainfall losses , most notably infiltration , are not impacted by the solar panels . Rainfall that falls directly on a solar panel runs to the pervious areas around and under the surrounding panels . Refer to Exhibit 7 for the study published in the Journal of Hydrologic Engineering . Under developed conditions , runoff will follow existing drainage patterns and will not significantly increase peak flows ( increases from 50 . 42 cfs to 52 . 03 cfs in the 100-year, 1 - hour storm event) . 2 . CONCLUSION The following list summarizes key components of the Project and findings related to land disturbance and storm water impacts . • Installation of the solar facility will temporarily disturb the ground surface within the 19 . 4 acre Project area , but won 't require clearing and grubbing of vegetation or grading , except for concrete equipment pads and gravel access drive installations . • The areas considered impervious ( 100 percent impervious 1 , 374 sq ft concrete pads) or semi- impervious (40 percent impervious 50 , 318 sf gravel access drive) total 1 . 19 acres or 8 . 92 % of the project area . This increase in imperviousness is negligible as it relates to total stormwater runoff for the planned solar development . • Under existing conditions , the peak flow from the site area for the 100 yr — 1 hr storm event is 50 . 42 cfs . • Under developed conditions , the peak flow from the site area for the 100 yr — 1 hr storm event is 52 . 03 cfs . • Installation 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 . • The project design will adequately protect public health , safety and general welfare and have no adverse effects on Weld County right-of-way or offsite properties . As noted above , a study published in the Journal of Hydrologic Engineering ( Exhibit 7) researched the hydrologic impacts of utility scale solar generating facilities . The study utilized a model to simulate runoff from pre -development and post-development solar panel conditions . The study concluded that the solar panels themselves have little to no impact on runoff volumes or rates . Rainfall losses , most notably infiltration , are not impacted by the solar panels . Rainfall that falls directly on a solar panel runs to the pervious areas around and under the surrounding panels . Grading is proposed with minimal changes to the existing site drainage patterns and onsite access roads will be made of gravel . Based on the proposed improvements on the project site , the findings of the above referenced study , and the calculations included within this report , increases in runoff will be negligible . Therefore , permanent stormwater detention and water quality facilities are not proposed with the project . Saddleback Solar — Weld County, CO April 2023 Page 5 KimIey > Horn We trust that the information provided is acceptable and complete for preliminary site plan review drainage report requirements . Please let us know if you have any questions or need additional information . KIMLEY- HORN AND ASSOCIATES , INC . Ian Adam Harrison , PE Project Manager Saddleback Solar — Weld County, CO April 2023 Page 6 Exhibit 1 — FEMA Firm Map National Hazard Layer FlRMett • FEMALegend 104°56'23"W 40°40'35"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) —_ — Zone A, V. A99 Access Road SPECIAL FLOOD With BFE or Depth Zone AE, AO, AN, VE, AR HAZARD AREAS Regulatory Floodway - Project Area O.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage • areas of less than one square mile Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes. zone x FLOOD HAZARD Area with Flood Risk due to Levee Zone D NO SCREEN Area of Minimal Flood Hazard zone x Effective LOMRs I AL- OTHER AREAS Area of Undetermined Flood Hazard Zone D GENERAL - - - - Channel, Culvert, or Storm Sewer STRUCTURES i i i i i i i Levee, Dike, or Floodwall • B 20.2 Cross Sections with 1% Annual Chance ��•s Water Surface Elevation AREA 0 MINIMAL FLOOD ��A OD _R_ 8 Coastal Transect Z. i : .Ai` ^J 511 w. it Base Flood Elevation Line (BFE) � _ --- Limit of Study TSN R.6'IW I WEED ' COUNTY WEEDCOUNTY Jurisdiction Boundary it -ti 66 0802661 Coastal Transect Baseline 0812310900E 081. E OTHER Profile Baseline FEATURES - • Hydrographic Feature 1/20/2016 etrailf20 16 Not Printed nted Digital Data Available Ito • - - No Digital Data Available MAP PANELS Unmapped The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. arki This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 2/1/2023 at 12:38 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, 104°55'45"W 40°40'8"N FIRM panel number, and FIRM effective date. Map images for Feet 1 : 6 X000 unmapped and unmodernized areas cannot be used for 0 250 500 1 , 000 1 , 500 2 , 000 regulatory purposes. Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 National FIRMette $rFEMALegend 104°56'41"W 40°40'42"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) _ ,, Zone A, V. A99 3 SPECIAL FLOOD With BFE or Depth Zone AE, AO, AN, VE. AR ! r HAZARD AREAS Regulatory Floodway I at 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile st n Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes. zone x FLOOD HAZARD Area with Flood Risk due to Levee Zone D I NO SCREEN Area of Minimal Flood Hazard zone x Ai Effective LOMRs , I zi, , Access Road OTHER AREAS Area of Undetermined Flood Hazard Zone D ia I . GENERAL - - - - Channel, Culvert, or Storm Sewer illh STRUCTURES milli Levee, Dike, or Floodwall Laniner County ri Astir WEED eo low ]LI . ' 4 B 20.2 Cross Sections with 1% Annual Chance �n I 080266 ' : �I r ;. _ - - 17.5 Water Surface Elevation . G y in m i I t 1 rfin sir �' _ `. a ®jams. - s Coastal Transect 0 1 f b, ,,,,,,,, 571 ,,,, Base Flood Elevation Line (BFE) TJ ' ' 1 _ .1 Limit of Study T, R67101 S7 Jurisdiction Boundary • 0806, 0 07,0E - _ - - - - Coastal Transect Baseline T +1 P.67W 57 OTHER Profile Baseline I 081230900E 08123 S , ; LUV FEATURES ,� i F Hydrographic Feature �_ 1/20/2016. 1/20/2010 �� Printed Digital Data Available _ . _ - - No Digital Data Available MAP PANELS y Unmapped lo 0 The pin displayed on the map is an approximate point selected by the user and does not represent 1 an authoritative property location. Illaill"" 1 ' Project Area ili li This map complies with FEMA's standards for the use of - digital flood maps if it is not void as described below. if , The basemap shown complies with FEMA's basemap accurac standards The floodY hazard information is derived directly from the r JEW authoritative NFHL web services provided by FEMA. This map was exported on 2/1/2023 at 12:40 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or ( Ili ear- become superseded by new data over time. This map image is void if the one or more of the following map 114 elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, 104°56'4"W 40°40'15"N FIRM panel number, and FIRM effective date. Map images for Feet 1 : 6 � 000 unmapped and unmodernized areas cannot be used for 0 250 500 1 , 000 1 , 500 2 , 000 regulatory purposes. Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 Exhibit 2 — NRCS Report Hydrologic Soil Group—Larimer County Area , Colorado; and Weld County, Colorado, Northern Part M Ln in L!"t O 504800 504900 505000 505100 505200 505300 505400 505500 505600 40° 40' 33" N I ,, , _ = I ,: I. - " 40° 40' 33" N r�,Ii r. 4 4 J J I a D riveway-,' , . .:J1t's:Ale Ill a - 1/4, 0 g § -_ Y(NJI,L,a___ ill IM1 re---anj i I 1C I , . ii I V 1V 11.4 I i . . • II - I . 1_ MT el Pt\J - Al M. I r ill ��0/ .rthpL, ix . . .. - - - - , _ A it F l . 40 ,l R 63 I I w M s:1M. a * ' - i ' . _ I .1.,,_ i illi I _ M _ { } - gr r < - - .. ' .ri{. _—II • - It T ' 1 k' I a , .,iiiit , 1 \\). - I i ' \ .'- - w .� 4 III I __F 14..., s • V - - ♦. r —11:Y .� a ,'..:I ' I II-V-7:1,. +L ., .� #5 : ll t. III ` . I .J .-, :4114 - A :i ' • �1} i T'. _ / 4 i-i >, _ - V _ ' - . - 4l I _ I �° 40' 13" N .� t - 40° 40' 13" N 504800 504900 505000 505100 505200 505300 505400 505500 505600 3 en Map Scale: 1 :4,470 if printed on A landscape (11" x 8.5") sheet to to in Meters N 0 50 100 200 300 1 Feet 0 200 400 800 1200 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 ,b Natural Resources Web Soil Survey 2/1 /2023 a Conservation Service National Cooperative Soil Survey Page 1 of 5 Hydrologic Soil Group—Larimer County Area , Colorado; and Weld County, Colorado, Northern Part MAP LEGEND MAP INFORMATION Area of Interest (AO!) ® C The soil surveys that comprise your AOI were mapped at Area of Interest (AOI ) 1 : 24 ,000 . 0 C/D Soils D Warning : Soil Map may not be valid at this scale. 0Soil Rating Polygons A O Not rated or not available Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil A/D Water Features line placement. The maps do not show the small areas of Streams and Canals contrasting soils that could have been shown at a more detailed B scale . Transportation B/D Rails Please rely on the bar scale on each map sheet for map C Interstate Highways measurements. C/D US Routes Source of Map : Natural Resources Conservation Service D Web Soil Survey URL : Major Roads Coordinate System: Web Mercator (EPSG :3857) Not rated or not available Local Roads Maps from the Web Soil Survey are based on the Web Mercator Soil Rating Lines Background projection, which preserves direction and shape but distorts * A distance and area . A projection that preserves area , such as the mew Aerial Photography Albers equal-area conic projection , should be used if more A/D accurate calculations of distance or area are required . kaws B This product is generated from the USDA-NRCS certified data as BID of the version date(s) listed below. HoeC Soil Survey Area: Larimer County Area, Colorado Survey Area Data : Version 17, Sep 7, 2022 C/D Soil Survey Area: Weld County, Colorado, Northern Part D Survey Area Data : Version 17, Sep 1 , 2022 i Not rated or not available Your area of interest (AOI ) includes more than one soil survey area . These survey areas may have been mapped at different Soil Rating Points scales, with a different land use in mind, at different times, or at I I A different levels of detail . This may result in map unit symbols, soil ® A/D properties, and interpretations that do not completely agree across soil survey area boundaries . ® B Soil map units are labeled (as space allows) for map scales O B/D 1 : 50 ,000 or larger. Date(s) aerial images were photographed : Jun 8, 2021 —Jun 12, 2021 Natural Resources Web Soil Survey 2/1 /2023 aa Conservation Service National Cooperative Soil Survey Page 2 of 5 Hydrologic Soil Group—Larimer County Area , Colorado; and Weld County, Colorado, Northern Part MAP LEGEND MAP INFORMATION 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. ,b Natural Resources Web Soil Survey 2/1 /2023 aa Conservation Service National Cooperative Soil Survey Page 3 of 5 Hydrologic Soil Group—Larimer County Area , Colorado; and Weld County, Colorado, Northern Part Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 80 Otero-Nelson sandy A 0. 0 0 . 1 % loams, 3 to 25 percent slopes Subtotals for Soil Survey Area 0. 0 0. 1 % Totals for Area of Interest 18.9 100.0% Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 57 Renohill-Shingle D 13. 9 73 .3% complex, 3 to 9 percent slopes 63 Tassel loamy fine sand , D 0. 2 1 . 1 % 5 to 20 percent slopes 65 Terry sandy loam , 3 to 9 B 4. 8 25 .6% percent slopes Subtotals for Soil Survey Area 18.9 99.9% Totals for Area of Interest 18.9 100.0% Natural Resources Web Soil Survey 2/1 /2023 Conservation Service National Cooperative Soil Survey Page 4 of 5 Hydrologic Soil Group—Larimer County Area , Colorado; and Weld County, Colorado, Northern Part Description Hydrologic soil groups are based on estimates of runoff potential . Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation , are thoroughly wet, and receive precipitation from long-duration storms . The soils in the United States are assigned to four groups (A, B , C , and D ) and three dual classes (A/D , B/D , and CID ) . The groups are defined as follows : Group A. Soils having a high infiltration rate (low runoff potential ) when thoroughly wet. These consist mainly of deep , well drained to excessively drained sands or gravelly sands . These soils have a high rate of water transmission . Group B . Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep , moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture . These soils have a moderate rate of water transmission . Group C . Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture . These soils have a slow rate of water transmission . Group D . Soils having a very slow infiltration rate (high runoff potential ) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential , soils that have a high water table , soils that have a claypan or clay layer at or near the surface , and soils that are shallow over nearly impervious material . These soils have a very slow rate of water transmission . If a soil is assigned to a dual hydrologic group (A/D , BID , or CID ) , the first letter is for drained areas and the second is for undrained areas . Only the soils that in their natural condition are in group D are assigned to dual classes . Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Natural Resources Web Soil Survey 2/1 /2023 Conservation Service National Cooperative Soil Survey Page 5 of 5 Exhibit 3 — NOAA Rainfall Data NOAA Atlas 14, Volume 8, Version 2 ettec4s. Location name : Fort Collins , Colorado, USA* r }' I 1. .w Latitude : 40.6729 , Longitude : -104.9345° } � Elevation : 5383.65 ft** I il. 0 �� " 0. * source: ESRI Maps ''c ...W S Ot %IcLe ** source: USGS .SIF^ t POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh , Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring , Maryland PF_tabular I PF_graphical I Maps_&_aerials PF tabular PDS -based point precipitation frequency estimates with 90% confidence intervals ( in inches) 1 Average recurrence interval (years) Duration - - - - 1 2 5 10 25 50 1 100 1 200 1 500 1000 _I 0.244 0.292 0.388 0.482 0.633 0.767 0.917 I 1 .08 1 .33 1 .53 7, 5-min J (0. 195-0.302) (0.234-0.362) (0.309-0.481 ) (0.382-0.600) (0.493-0.839) (0.577-1 .02) (0.662-1 .24) (0.746-1 .50) (0.874- 1 .88) (0.972-2. 16) 10-m i n 0.357 0.428 0.568 0.705 0.927 1 . 12 1 .34 1 .59 1 .95 2.24 10-minj ' (0.286-0.442) (0.343-0.530) (0.453-0.704) (0.559-0.878) (0.722- 1 .23) (0.845-1 .49) (0.969-1 .82) (1 .09-2.20) ( 1 .28-2.75) (1 .42-3. 17)1 0.436 0.522 0.692 0.860 1 . 13 1 .37 1 .64 1 .94 2.37 2.74 15 min (0.349-0.538) (0.418-0.646) ( )0.552-0.859 (0.681A .07) (0.880- 1 .50) ( 1 .03- 1 .82) ( 1 . 18-2.22) ( 1 .33-2.68) ( 1 .56-3.35) ( 1 .74-3.87) 30-min 0.587 0.703 1 0.931 1 . 16 1 .52 1 .85 2.21 2.62 3.21 3.71 (0.471 -0.726) (0.563-0.870) (0.742- 1 . 16) (0.917- 1 .44) (1 . 19-2.02) ( 1 .39-2 .46) ( 1 .60-3.00) ( 1 .80-3.62) (2. 12-4.54) i (2.35-5.24) 60-min 0.715 0.865 1 . 16 1 .45 1 .93 2.35 I 2.82 3.34 I 4. 11 4.76 (0.573-0.884) (0.692- 1 .07) (0.924- 1 .44) ( 1 . 15- 1 .81 ) (1 .50-2.56) ( 1 .77-3 . 12) (2.03-3.82; (2.30-4.63) (2.71 -5.82) (3.02-6.72) 2-hr 0.843 1 .03 1 .39 1 .75 2.33 2.84 3.42 4.07 1 5.01 5.80 (0.679- 1 .03) (0.826- 1 .26) ( 1 . 11 - 1 .71 ) ( 1 .39-2. 16) (1 .83-3.07) (2. 16-3 .76) (2.49-4.60) (2.83-5.59) (3.33-7.04) (3.72-8. 14) 3-hr 0.911 1 . 11 1 .51 I 1 .91 2.55 3. 12 3.76 il 4.47 5.52 6.39 (0.736- 1 . 11 ) (0.899- 1 .36) ( 1 .22- 1 . 85) ( 1 .53-2.34) (2 .01 -3.34) (2.38-4 . 10) (2.75-5.03) (3. 12-6. 12) (3.69-7.71 ) (4. 12-8.92) 6-hr 1 .04 1 .29 1 .75 2. 19 2.90 3.51 4. 19 i 4.94 I 6.04 6.94 (0.849- 1 .26) ( 1 . 05- 1 .56) ( 1 .42-2. 12) ( 1 .77-2.67) (2 .29-3.75) (2.69-4 .56) (3.09-5.56) (3.48-6/0) (4.07-8.36) (4.52-9.62) 12-hr 1 .25 1 .51 i 1 .98 2.44 3. 15 3.76 4.44 5. 18 i 6.26 7. 15 ( 1 .03- 1 .51 ) ( 1 . 23- 1 .81 ) ( 1 .62-2. 39) ( 1 .97-2.94) (2 .50-4.02) (2.90-4 .83) (3.29-5.82) (3.68-6.96) (4 .27-8.60) (4.71 -9.85) 24-hr 1 .52 1 .77 2.24 2.70 3.42 4.04 4.73 5.50 1 6.61 7.53 ( 1 .25- 1 .80) ( 1 .45-2. 10) ( 1 .84-2. 67) , (2. 19-3.23) (2 .73-4.32) (3. 14-5 . 15) , (3.54-6. 16) (3.94-7.32) (4 .55-9.01 ) (5.01 - 10 .3) , 2-day 1 .72 2.04 2.62 3. 13 3.91 4.55 5.23 5.97 7.00 7.84 ( 1 .42-2.02) ( 1 . 69-2.41 ) (2. 16-3. 09) (2.57-3.72) L3 . 12-4.84__) (3.54-5 .70) (3.93-6.70) (4.30-7.83) (4 .85-9.43) (5.27- 10 .6) 3-da 1 .87 2.21 2.81 3.35 4. 14 4.79 5.48 6.22 7.26 8.09 y ( 1 .55-2. 19) ( 1 . 84-2.59) (2.33-3. 31 ) (2.75-3.95) (3 .32-5. 10) (3.74-5 .96) (4. 14-6.98) L@.s1 -8. 12dL .o6-9.72 (5.47- 10 .9) 4-da 1 .99 2.35 2.97 3.52 4.33 5.00 5.70 6.45 7.50 8.33 y ( 1 .66-2.32) ( 1 . 95-2.74) (2.46-3.48) (2.90-4. 14) (3 .48-5.31 ) (3.91 -6 . 19) (4.32-7.23) (4.69-8.39) (5.24- 10.00) (5.66- 11 .2 ) 7-day 2.27 2.69 3.41 4.03 4.92 5.63 6.36 7. 13 8. 18 9.01 ( 1 .90-2.63) (2. 25-3. 12) (2.84-3. 97) (3.34-4.71 ) (3 .96-5.96) (4.43-6 .90) (4.84-7.98) (5.21 -9. 18) (5 .76- 10.8) (6. 18- 12 . 1 ) 10-da 2.52 3.00 3.78 4.45 5.39 6. 13 6.88 7.65 8.70 9.51 y (2. 12-2.91 ) (2. 51 -3.46) (3. 16-4. 38) (3.70-5. 17) (4 .34-6.47) (4.83-7 .46) (5.25-8.57) (5.62-9.80 (6. 16- 11 .4) (6.56- 12 .7) 20-day 3.28 3.82 4.70 5.43 i 6.44 7.22 7.99 8.78 9.82 10.6 (2.77-3.75) (3. 22-4.37) (3.96-5.40) (4.55-6.26) (5 .22-7.64) (5.73-8 .68) (6. 15-9.85) (6 .50- 11 . 1 ) (7 .01 - 12.8) (7.40- 14 .0) 30-da 3.88 4.47 5.42 6.21 7.27 8.08 8.88 9.68 10.7 11 .5 y (3.29-4.41 ) (3. 78-5.08) (4.58-6. 19) (5. 21 -7. 11 ) (5 .91 -8.56) (6.43-9 .65) (6.86- 10.9) (7.20- 12.2) (7 .70- 13.9) (8.07- 15 .2) 45-day 4.56 5.24 6.32 7.20 8.36 9.23 10. 1 10.9 12.0 12.7 (3.88-5. 16) (4.46-5.93) (5.36-7. 18) (6.07-8.21 ) (6 .81 -9.77) (7.38- 11 .0) (7.81 - 12.3) (8. 15- 13.6) (8 .63- 15.4) (9.00- 16 .7) 5. 10 5.88 7. 10 1 8.07 9.35 10.3 I 11 .2 12.0 13. 1 13.9 60-day (4.35-5.75) (5. 01 -6.63) (6.03-8. 03) (6.82-9. 17) _ (8.24- 12. 1 ) (8.69- 13.5) (9.03- 15.0) (9 .50- 16.8) (9.86- 18 .2) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval . The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical PDS- based depth-�d ��uration -frequency ( DDF) curves Latitude: 40 . 672 9 ° r Lon g itu d e : - 104 . 9345 a 14 l i r < < I I I I I I i i I i i i 1 I Y 1 1 I I I 1 I 1 1 I 1 I 1 r 1 1 • 1 ! 1 1 1 1 1 1 1 1 I / ! / 1 / i 1 1 1 1 1 I 1 . 1 1 1 1 Average recurrence 1 1 / ! 1 1 1 1 1 1 1 1 1 1 1 1 1 I� 1� �1 �J +�■ i''y, 1 / I • / 1 I I I 1 1 1 1 1 1 1 1 1 .1 a r . r r r a it a r r . a r a r ,1 r _ r r ri .• r - • r a r J r r r a r 2.-- . r a r e { r •rr r i e • 1 ,f inter/all Iii Y e • • • i 4 a ♦ i • i • • • i 4 i 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (years) {1 �1 /� ! ! • • • • • • • ! 1 ! e 1 • • • (years) 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 �i V e • I r e e t e e e e I • r C •� �1 gay I 1 1 a • i { 1 I i 1 i 1 1 i 1 i t o _ _ . r I _ _ 1 I 1 1 1 I I I 1 1 e / • a • • i i "• • • i • 4 { i i i • i { { il "I1 1 1 1HHHH . •1 1 i I 8 i i 1 t 1 I t t t { 1 1 I I t 1 111......111' 1 1 1 1 1 1 1 I I .=J I • I { { 1 1 1 { I I I a —JaeI • • 11!r ��'i■, C I I 1 1 1 ll 1 1 I t r I y •yam 1 1 1 O • • ♦ • a Y • • • • • • • • • •r 1 1 1 1 I 1 1 1 / 1 1 1 1 V •r • • • II • •, e • r r • • 'rIII 25 • 1 { { t • • a { 1 1 1 • •"4 • �' a, I I 1 r I r • -• 1 - • r 1 • t 1 / / 1 t 1 11 1 1 .•- • 1 00 erreOa 1 I �1 • • / 1 I I I 1 200 r e ! 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Volume 8, Version 2 Created ( GMT) : Mon Feb 6 19 : 35 : 49 2023 Back to Top Maps & aerials Small scale terrain /ell ' nciton i b! a ; 1 -,, r ° Ir 25ki I 4" J IIIII 3km I I 2mi Large scale terrain f 6� _ n rr � Ch eyeful e le T: I 0 iirri 44 F CI It IC Ca II II I ■ # I Feel FBI ' LINICIS Peal' 434.5 rt r . ,e, Longmont -I- -,7 t.......4,- Boulder r * DenverL._ " . :: e vi j 100km ! = pry;cirekti 60m i Large scale map %—s--,-____ ____,:-1/4„..\‘‘Nlistg1/4.1/2,1/4_ Chenn e ' ,4_,.,_3/4„1/4.%:___ 1 Fort : I:IrRi Greeley Illaid /11.1.1aelle c +L6cSSr ,0I r.rl c:r it atarearillii - Boher C 100km s` a r..i� 60mi 7 ___ =:„.. ....... _2 \ Large scale aerial S r ,-- I !l I I�.. •• { I je argle !` !, - -. `t r 1 . . _ 4 Fort Collin 1 .. t I e ..ft-3 L} . . ..1.4": . _i_l: E-.1: - :1/2 it ipsiiisiii.• 's _ ben 100km - ii 60mi . Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring , MD 20910 Questions? : HDSC . Questions@noaa .gov Disclaimer Exhibit 4 — Pre - Development Drainage Area Map 0_ Q_ Q W I- I NORTH o m GRAPHIC SCALE IN FEET 0 75 150 300 I iiiii!!!!! iiiiiiiii 0 w ci 11 I w U O LEGEND VI O Q O z Ic, z O I )_ 2 I I Yu, O - - PROPERTY BOUNDARY Q a m I- 4 Wz Q I I PRE CONDITIONS SUB - BASIN m Q 0 a I- X .O E EASEMENT i 41h Q w J z m EX . SITE SETBACK Q I 0 v Z I EX . UNDERGROUND GAS LINE I I Q 0 0 EX . BARB WIRE FENCE 0 0 Q �i _ _ OH EX . OVERHEAD WIRE Z '�______,______________ .._ . ..... . . ....... . . ....... i , I /_.`+ -� --- / / / . .,,,e7 / „7 „,.„. ' �-- / 79� 1 I l `�'/ l � � �';' ��;� 11 E X . UTILITY POLE J �-_ - / / / / -� �_ f , // ice` `fir.` 1 1 �l _r ., 1 � 1 �1� y - . . ....., ... ... rimii( jinr . 7 - _ -- - � iJ /// �- b\ �_ �� i��1 _ / 1. - it ! 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THIS DRAINAGE MAP AND THE INFORMATION CONTAINED WITHIN IN , o tx Lind / ( 1 / / // / / - / : 1 / / / I 1 ) e1' — - - ASSOCIATION WITH CLOUDBREAK ENERGY PARTNERS , LLC . DRAINAGE Q a QS" I ! / J 1 �I / l / / j i H( NARRATIVE AND USE BY THE SPECIAL REVIEW PLANS . DESIGNED BY: LDS / / 1 ( I / / i DRAWN BY: LDS < O I / / / / / 2 . WITH REFERENCE TO THE FEDERAL EMERGENCY MANAGEMENT ri Q / f ( / / / / CHECKED BY: AJH D o 1 1 I I i ( / / / _ AGENCY ( FEMA ) FLOOD INSURANCE RATE MAP ( FIRM ) , MAP NUMBER 11 I ( f , DATE : 02 /24 /23 w I - III ( I 1 / — 08123C0895E , THERE ARE NO FLOODPLAINS WITHIN THE LIMITS OF D � \ I I r I ( / j::::://-t- zm (53 -I III ( I 1 THE PROJECT SITE . x / 111 Il ( lfll / �w � ( � 1111 I/� / X1 . 111 11 fill :Ill �� w / l l / Il llI �- - cc % / / � I ft_c � / 3 g ' 1111 < I (x / / / / / / / / / IIw � � / / / / / 1 , I ( ll N = / / / / . 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Ui O I Z Ua.) zO f/) p I D C/) D w � a OD ›,1— z O >_t._ DJ 0oZ I m O U) 0 W Z n) WwWO a , J O I__ D O � z L_ w I 0 H 0_ o u) :>,__ � Q < CL Do o a I Q� = IZ o 6 o2 co zcc) ca PRELIMINARY co`)2FOR REVIEW ONLY /o Lc iQ NOT FOR ,_ O , L_ w II CONSTRUCTION � V -Oo Kimley * Horn ° = I Kimley-Horn and Associates, Inc, UI- I PROJECT NO . o w 196664000 — ,_cn _ DRAWING NAME U � Iw I , I , LiJ C)Q O 1 h, pJ 4J �,/ H b • ., .;, G f- ! I� �a ' t; �. Y d �: j 0JI E M �L U D 16 . �o '"` � EX- 5 Exhibit 6 — Hydrologic Calculations Kimley >>) Horn STANDARD FORM SF- 1 RUNOFF COEFFICIENTS - IMPERVIOUS CALCULATION - PRE-CONSTRUCTION PROJECT NAME : Weld County - Cloudbreak - Saddleback 2/24/2023 PROJECT NUMBER: 196664000 CALCULATED BY : LDS CHECKED BY : AJH TYPE D SOIL VEGETATED BUILDING FUTURE PAVED GRAVEL OPEN SPACE ROOF COMMERCIAL LAND USE : AREA AREA _ AREA AREA AREA 2-YEAR COEFF. 0. 83 0. 30 0. 01 0. 74 0.69 5 -YEAR COEFF. 0. 84 0. 36 0. 05 0. 76 0.72 100-YEAR COEFF. 0. 89 0. 65 0.49 0. 85 0. 83 IMPERVIOUS % 100% 40% 2% 90% 85 % VEGETATED BUILDING FUTURE PAVED GRAVEL OPEN SPACE ROOF COMMERCIAL TOTAL DESIGN DESIGN AREA AREA AREA AREA AREA AREA BASIN POINT (AC) (AC) (AC) (AC) (AC) (AC) Cc(2) Cc(5) Cc( 100) Imp % On-Site Basins PRE-DA-01 1 7 .44 7.44 0. 01 0. 05 0.49 2 .0% PRE-DA-02 2 6 . 38 6.38 0. 01 0. 05 0.49 2 .0% PRE-DA-03 3 2 . 36 2.36 0. 01 0. 05 0.49 2 .0% PRE-DA-04 4 1 . 66 1 .66 0. 01 0. 05 0.49 2.0% PRE-DA-05 5 1 . 04 1 .04 0. 01 0. 05 0.49 2.0% PRE-DA-06 6 0. 58 0.58 0. 01 0. 05 0.49 2 .0% BASIN 0.00 0.00 19.47 0.00 0.00 19.47 0. 01 0. 05 0.49 2.0% SUBTOTAL 0% 0% 100% 0% 0% 100% Kimley >>> H o r n STANDARD FORM SF-2 TIME OF CONCENTRATION - PRE-CONSTRUCTION PROJECT NAME : Weld County - Cloudbreak - Saddleback DATE: 2/24/2023 PROJECT NUMBER: 196664000 CALCULATED BY : LDS CHECKED BY : AJH SUB-BASIN INITIAL TRAVEL TIME Tc CHECK FINAL DATA TIME (T1) (Ti) (URBANIZED BASINS) Tc DESIGN AREA C5 LENGTH SLOPE T1 LENGTH SLOPE C, Land Surface VEL Tt COMP. TOTAL TOTAL TOTAL Tc C2 C5 C100 BASIN Ac Ft % Min. Ft. % fps Min. tc LENGTH SLOPE IMP. Min. Min. (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) On-Site Basins PRE-DA-01 7 .436 _ 0. 05 500 7. 6% 21 . 9 136 5 .9% _ 5 .0 Tillage/Field 1 .2 1 . 9 23 . 8 636 7 .2% _ 2% 29 .9 23 . 8 0.01 0.05 0.49 PRE-DA-02 6. 379 0. 05 500 5 . 3 % 24. 6 71 4.0% 5 .0 Tillage/Field 1 . 0 1 .2 25 . 8 571 5 .2% 2% 30.2 25 . 8 0.01 0.05 0.49 PRE-DA-03 2 . 363 0. 05 357 8 . 3 % 18 . 0 Tillage/Field 18 . 0 357 8 . 3 % 2% 27 .9 18 .0 0.01 0.05 0.49 PRE-DA-04 1 . 664 0. 05 500 9 .4% 20.4 10 5 .7% 5 .0 Tillage/Field 1 .2 0. 1 20. 5 510 9 .3 % 2% 28 .7 20.5 0.01 0.05 0.49 PRE-DA-05 1 . 045 0. 05 112 7 . 0% 10. 6 Tillage/Field 10. 6 112 7 . 0% 2% 26.4 10.6 0.01 0.05 0.49 PRE-DA-06 0. 583 0. 05 262 4. 3 % 19 . 1 Tillage/Field 19 . 1 262 4. 3 % 2% 27 .9 19 . 1 0.01 0.05 0.49 _ 0395( 1 . 1 - '.� �� 4 _ t: = ( 2�6 - 1 + t 60� lit + ' ) ,. , , STANDARD FORM SF-3 Kimle >>> Hvrn l STORM DRAINAGE DESIGN - RATIONAL METHOD 100 YEAR EVENT - PRE-CONSTRUCTION PROJECT NAME : Weld County - Cloudbreak - Saddleback DATE: 2/24/2023 PROJECT NUMBER: 196664000 P1 (1 -Hour Rainfall) = 2 .82 CALCULATED BY : LDS CHECKED BY : AJH DIRECT RUNOFF TOTAL RUNOFF STREET PIPE TRAVEL TIME REMARKS 4 Ci..� ,..,, - ct w o O w cz , , 4 * pz o o a © Q O Di* V) <1 x 'te v Cyr Q Cdt ° _ gct ,©ct � o _ w 4S, a it 1 w a w 41 '._0' _ zi zi C-+ w a ,N w w .... (1) (2) (3) 1 (4) (5) (6) 1 (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) 1 (18) (19) (20)imi vi ` (21) (22) On-Site Basins 1 PRE-DA-01 7 .44 0.49 23 . 77 3 .66 5 . 05 18 . 50 2 PRE-DA-02 6.38 0.49 25 . 79 3 . 14 4. 83 15 . 16 3 PRE-DA-03 2 .36 0.49 17 . 97 1 . 16 5 . 86 6. 82 4 PRE-DA-04 1 .66 0.49 20. 54 0. 82 5 .47 4.48 5 PRE-DA-05 1 .04 0.49 10. 64 0. 51 7 .44 3 . 83 6 PRE-DA-06 0.58 0.49 19 . 09 0.29 5 . 68 1 .63 Total 19 .47 50.42 Kimley >>) Horn STANDARD FORM SF- 1 RUNOFF COEFFICIENTS - IMPERVIOUS CALCULATION - POST-CONSTRUCTION PROJECT NAME : Weld County - Cloudbreak - Saddleback 2/24/2023 PROJECT NUMBER: 196664000 CALCULATED BY : LDS CHECKED BY : AJH TYPE D SOIL VEGETATED BUILDING FUTURE PAVED GRAVEL OPEN SPACE ROOF COMMERCIAL LAND USE : AREA AREA _ AREA AREA AREA 2-YEAR COEFF. 0. 83 0. 30 0. 01 0. 74 0.69 5 -YEAR COEFF. 0. 84 0. 36 0. 05 0. 76 0.72 100-YEAR COEFF. 0. 89 0. 65 0.49 0. 85 0. 83 IMPERVIOUS % 100% 40% 2% 90% 85 % VEGETATED BUILDING FUTURE PAVED GRAVEL OPEN SPACE ROOF COMMERCIAL TOTAL DESIGN DESIGN AREA AREA AREA AREA AREA AREA BASIN POINT (AC) (AC) (AC) (AC) (AC) (AC) Cc(2) Cc(5) Cc( 100) Imp % On-Site Basins POST-DA-01 1 0.03 0. 18 7 .22 7.44 0. 02 0. 06 0. 50 3 .3 % POST-DA-02 2 6 . 38 6.38 0. 01 0. 05 0.49 2 .0% POST-DA-03 3 0. 36 2 . 00 2.36 0. 05 0. 10 0. 52 7 .9% POST-DA-04 4 0. 30 1 . 37 1 .66 0. 06 0. 11 0. 52 8 . 8% POST-DA-05 5 0. 10 0. 94 1 .04 0. 04 0. 08 0. 51 5 .7% POST-DA-06 6 0. 19 0.40 0.58 0. 10 0. 15 0. 54 14. 3 % BASIN 0.03 1 . 13 18.31 0.00 0.00 19.47 0. 03 0. 07 0. 50 4.4% SUBTOTAL 0% 6% 94% 0% 0% 100% Kimley >>> H o r n STANDARD FORM SF-2 TIME OF CONCENTRATION - POST-CONSTRUCTION PROJECT NAME : Weld County - Cloudbreak - Saddleback DATE: 2/24/2023 PROJECT NUMBER: 196664000 CALCULATED BY : LDS CHECKED BY : AJH SUB-BASIN INITIAL TRAVEL TIME Tc CHECK FINAL DATA TIME (T1) (Ti) (URBANIZED BASINS) Tc DESIGN AREA C5 LENGTH SLOPE T1 LENGTH SLOPE C, Land Surface VEL Tt COMP. TOTAL TOTAL TOTAL Tc C2 C5 C100 BASIN Ac Ft % Min. Ft. % fps Min. tc LENGTH SLOPE IMP. Min. Min. (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) On-Site Basins POST-DA-01 7 .436 0. 06 500 7. 6% 21 . 7 136 5 .9% 5 .0 Tillage/Field 1 .2 1 . 9 23 . 5 636 7 .2% 3 % 29 .6 23 .5 0.02 0.06 0.50 POST-DA-02 6. 379 0. 05 500 5 . 3 % 24. 6 71 4.0% 5 .0 Tillage/Field 1 . 0 1 .2 25 . 8 571 5 .2% 2% 30.2 25 . 8 0.01 0.05 0.49 POST-DA-03 2 . 363 0. 10 357 8 . 3 % 17.2 Tillage/Field 17 .2 357 8 . 3 % 8% 26.7 17 .2 0.05 0. 10 0.52 POST-DA-04 1 . 664 0. 11 500 9 .4% 19. 3 10 5 .7% 5 .0 Tillage/Field 1 .2 0. 1 19. 5 510 9 .3 % 9% 27 .2 19 .5 0.06 0. 11 0. 52 POST-DA-05 1 . 045 0. 08 112 7 . 0% 10. 3 Tillage/Field 10. 3 112 7 . 0% 6% 25 . 8 10.3 0.04 0.08 0. 51 POST-DA-06 0. 583 0. 15 262 4. 3 % 17. 3 Tillage/Field 17. 3 262 4. 3 % 14% 25 . 5 17 .3 0. 10 0. 15 0.54 t: = ( 26 - 1 + t t, -= is ii 60K VScr 601C, 60( 14i + 9) - S STANDARD FORM SF-3 Kimley *> Harn STORM DRAINAGE DESIGN - RATIONAL METHOD 100 YEAR EVENT - POST-CONSTRUCTION PROJECT NAME : Weld County - Cloudbreak - Saddleback DATE: 2/24/2023 PROJECT NUMBER: 196664000 P1 (1 -Hour Rainfall) . 2 .82 CALCULATED BY : LDS CHECKED BY : AJH DIRECT RUNOFF TOTAL RUNOFF STREET PIPE TRAVEL TIME REMARKS _ � ~,.., � 4tPCE _:4 t WU wl .E \- ~ av g * cieU � `-' a J cn ;I, '`�t = .5 O es, Do 0, o EN n ‘,--- 0t z . cat A Ahml4t1 c w A wEMI ”4 �n (1) I (2) (3) (4) (5) (6) _ (7) (8) (9) (10) (11) _ (12) (13) (14) (15) (16) (17) (18) (19) 1 (20) _ (21) (22) On-Site Basins , 1 POST-DA-01 7 .44 0. 50 23 . 54 3 .70 5 . 08 18 . 81 2 POST-DA-02 6.38 0.49 25 . 79 3 . 14 4. 83 15 . 16 3 POST-DA-03 2.36 0. 52 17. 16 1 .22 6. 00 7.32 4 POST-DA-04 1 .66 0. 52 19 .49 0. 87 5 . 62 4. 86 5 POST-DA-05 1 .04 0. 51 10. 34 0.53 7 . 53 3 .99 6 POST-DA-06 0.58 0. 54 17 . 31 0.32 5 . 97 1 . 89 Total 19 .47 52 . 03 Exhibit 7 — Hydrologic Response of Solar Farms Hydrologic Response of Solar Farms Lauren M . Cook, S . M .ASCE1 ; and Richard H . McCuen , M .ASCE2 Abstract: Because of the benefits of solar energy, the number of solar farms is increasing; however, their hydrologic impacts have not been studied. The goal of this study was to determine the hydrologic effects of solar farms and examine whether or not storm-water management is I needed to control runoff volumes and rates. A model of a solar farm was used to simulate runoff for two conditions : the pre- and postpaneled t. conditions. Using sensitivity analyses, modeling showed that the solar panels themselves did not have a significant effect on the runoff fit volumes, peaks, or times to peak. However, if the ground cover under the panels is gravel or bare ground, owing to design decisions or lack of maintenance, the peak discharge may increase significantly with storm-water management needed. In addition, the kinetic energy O; of the flow that drains from the panels was found to be greater than that of the rainfall, which could cause erosion at the base of the panels. o Thus, it is recommended that the grass beneath the panels be well maintained or that a buffer strip be placed after the most downgradient row of panels. This study, along with design recommendations, can be used as a guide for the future design of solar farms. DOE 10.1061/(ASCE) o HE.1943-5584.0000530. © 2013 American Society of Civil Engineers. L 0, CE Database subject headings : Hydrology; Land use; Solar power; Floods; Surface water; Runoff; Stormwater management. 5 Author keywords: Hydrology; Land use change; Solar energy; Flooding; Surface water runoff; Storm-water management. Ygyp g g c.) to Introduction draining from the edge of the panels is sufficient to cause erosion O of the soil below the panels, especially where the maintenance c5 Storm-water management practices are generally implemented to roadways are bare ground. lei reverse the effects of land-cover changes that cause increases in The outcome of this study provides guidance for assessing the Ovolumes and rates of runoff. This is a concern posed for new types hydrologic effects of solar farms, which is important to those who 0 of land-cover change such as the solar farm. Solar energy is a re- plan, design, and install arrays of solar panels. Those who design O newable energy source that is expected to increase in importance in p p solar farms may need to provide for storm-water management. This jthe near future. Because solar farms require considerable land, it is study investigated the hydrologic effects of solar farms, assessed 1 necessary to understand the design of solar farms and their potential whether or not storm-water management might be needed, and c4 effect on erosion rates and storm runoff, especially the impact on if the velocity of the runoff from the panels could be sufficient offsite properties and receiving streams. These farms can vary in to cause erosion of the soil below the panels. C) size from 8 ha (20 acres) in residential areas to 250 ha (600 acres) o in areas where land is abundant. The solar panels are impervious to rain water; however, they are Model Development o mounted on metal rods and placed over pervious land. In some 4-1 cases, the area below the panel is paved or covered with gravel. Solar farms are generally designed to maximize the amount of en- g Y g Service roads are generally located between rows of panels. Altl- ergy produced per unit of land area, while still allowing space for hough some panels are stationary, others are designed to move so maintenance. The hydrologic response of solar farms is not usually - that the angle of the panel varies with the angle of the sun. The considered in design. Typically, the panels will be arrayed in long Po 5 angle can range, depending on the latitude, from 22° during the rows with separations between the rows to allow for maintenance csummer months to 74° during the winter months. In addition, vehicles. To model a typical layout, a unit width of one panel was re 7)1 the angle and direction can also change throughout the day. The assumed, with the length of the downgradient strip depending on issue posed is whether or not these rows of impervious panels will the size of the farm. For example, a solar farm with 30 rows of 200 o change the runoff characteristics of the site, specifically increase panels each could be modeled as a strip of 30 panels with space runoff volumes or peak discharge rates. If the increases are hydro- between the panels for maintenance vehicles. Rainwater that drains logically significant, storm-water management facilities may be from the upper panel onto the ground will flow over the land under O needed. Additionally, it is possible that the velocity of water the 29 panels on the downgradient strip. Depending on the land Qcover, infiltration losses would be expected as the runoff flows Research Assistant, Dept. of Civil and Environmental Engineering, to the bottom of the slope. Univ. of Maryland, College Park, MD 20742-3021 . To determine the effects that the solar panels have on runoff 2The Ben Dyer Professor, Dept. of Civil and Environmental Engineer- characteristics, a model of a solar farm was developed. Runoff ing, Univ. of Maryland, College Park, MD 20742-3021 (corresponding in the form of sheet flow without the addition of the solar panels author). E-mail: rhmccuen@ eng.umd.edu served as the prepaneled condition. The paneled condition assumed Note. This manuscript was submitted on August 12, 2010; approved on a downgradient series of cells with one solar panel per ground cell. October 20, 2011 ; published online on October 24, 2011 . Discussion period open until October 1 , 2013 ; separate discussions must be submitted for Each cell was separated into three sections: wet, dry, and spacer. individual papers. This paper is part of the Journal of Hydrologic Engi- The dry section is that portion directly underneath the solar neering, Vol. 18, No. 5, May 1, 2013. © ASCE, ISSN 1084-0699/2013/5- panel, unexposed directly to the rainfall. As the angle of the panel 536-541/$25.00. from the horizontal increases, more of the rain will fall directly onto 536 / JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / MAY 2013 J. Hydrol. Eng. 2013 . 18: 536-541 . the ground; this section of the cell is referred to as the wet section. equal to the length of one horizontal solar panel, which was as- The spacer section is the area between the rows of panels used by sumed to be 3 .5 m. When a solar panel is horizontal, the dry section maintenance vehicles. Fig. 1 is an image of two solar panels and the length would equal 3 .5 m and the wet section length would be zero. spacer section allotted for maintenance vehicles. Fig. 2 is a sche- In the paneled condition, the dry section does not receive direct matic of the wet, dry, and spacer sections with their respective di- rainfall because the rain first falls onto the solar panel then drains mensions. In Fig. 1 , tracks from the vehicles are visible on what is onto the spacer section. However, the dry section does infiltrate modeled within as the spacer section. When the solar panel is hori- some of the runoff that comes from the upgradient wet section. zontal, then the length longitudinal to the direction that runoff will The wet section was modeled similar to the spacer section with rain occur is the length of the dry and wet sections combined. Runoff falling directly onto the section and assuming a constant loss rate. from a dry section drains onto the downgradient spacer section. For the presolar panel condition, the spacer and wet sections are Runoff from the spacer section flows to the wet section of the next modeled the same as in the paneled condition; however, the cell downgradient cell. Water that drains from a solar panel falls directly does not include a dry section. In the prepaneled condition, rain ell4 onto the spacer section of that cell. falls directly onto the entire cell. When modeling the prepaneled en The length of the spacer section is constant. During a storm condition, all cells receive rainfall at the same rate and are subject -a event, the loss rate was assumed constant for the 24-h storm be- to losses. All other conditions were assumed to remain the same cause a wet antecedent condition was assumed. The lengths of such that the prepaneled and paneled conditions can be compared. the wet and dry sections changed depending on the angle of the Rainfall was modeled after an natural resources conservation t service (NRCS) Type II Storm (McCuen 2005) because it is an ac- t solar panel. The total length of the wet and dry sections was set a) curate representation of actual storms of varying characteristics that are imbedded in intensity-duration-frequency (IDF) curves. For iof interest, dimensionless 0 t. n EA: _: .. _ each duration a hyetograph was devel- �" ��"�`� oped using a time increment of 12 s over the duration of the storm o (see Fig. 3)• The depth of rainfall that corresponds to each storm w -- _-__,--„-----%,,,------------_,-----r- - iTT"e7 ma nitude was then multi lied b the��o : :R - . - - _ : g p by vi e _ For a 2-h storm duration, depths of 40.6, 76 2, and 101 .6 mm were -c 4111 Illir---1 � ; r{ , j i • \�� `' used for the 2-, 25-, and 100-year events. The 2- and 6-h duration .� \ r y Y �� ` ��, 'a _ = hyetographs were developed using the center portion of the 24-h li o storm, with the rainfall depths established with the Baltimore _,A. v {. f 4. s; ` "` i ' F '' ° . IDF curve. The corresponding depths for a 6-h duration were 53.3 , 4, ITt ` Pin�r 'C ",} /tr. = r ) 106.7, and 132. 1 mm, respectively. These magnitudes were chosen , . c to give a range of storm conditions. O N ' N r 'r. •:•.--- { •• - '' • ' During each time increment, the depth of rain is multiplied by '0 . .1/214,74 -c,, 4 1 ' " ,w_ L I it i)' ' 1 ° r ,z ). , ; t`r • '` '}' E " ; ' the cell area to determine the volume of rain added to each section y :1\ ( , ) r t “iii. - ' r of each cell. This volume becomes the storage in each cell. Depend- ,.c , '., ♦ .i '� r )fi ';`mil y" Cs�ti • I •, y1 g r �1i , � � � , , rPt :�'i ,, p; ' ^'' ; • �. ,&,. 4 ��,`��1 ,f , _� '� � ' • : king on the soil group, a constant volume of losses was subtracted ` ` � % : t, ,r 1/4: 5 •' is .._;.k. . y`'r1',i" • M F N r' . ,V�('`c i�> ';` "t , , from the storage. The runoff velocity from a solar panel was calcu- >.'r �f -- . :14,:;);I,,,, j .•n.,----r. .- f t \1 - , t } ,r ti� Tr*� L2��: i. .'! ♦ i y. � � e 1 . Y k"1�� jLJ �1 1st � � 711 r � �Sr �x „ � t 'et, .-ice rI� � } � /, � . . . • . • • -`f , ' tiA`4 r.y •� 4' ' I - ?1r laced using Manning's equation, with the hydraulic radius for sheet Fig. 1 . Maintenance or "spacer" section between two rows of solar et flow assumed to equal the depth of the storage on the panel et panels (photo by John E. Showier, reprinted with permission) {Bedient and Huber 2002). Similar assumptions were made to com- pute the velocities in each section of the surface sections. 0 Direction of Flow ' riz to 0 cc:1 Lw Wet section et E 3.5 m - -' 0 A Dry section -ti 0 3 Ls Spacer section 4 m 5 m 0 20 40 60 80 100 120 Time (min) Fig. 2. Wet, dry, and spacer sections of a single cell with lengths Lw, Ls, and Ld with the solar panel covering the dry section Fig. 3. Dimensionless hyetograph of 2-h Type II storm JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / MAY 2013 / 537 J. Hydrol. Eng. 2013 . 18: 536-541 . Runoff from one section to the next and then to the next and the time to peak did not change. Therefore, the greater ground downgradient cell was routed using the continuity of mass. The slope did not significantly influence the response of the solar farm. routing coefficient depended on the depth of flow in storage and the velocity of runoff. Flow was routed from the wet section to the Soil Type dry section to the spacer section, with flow from the spacer section draining to the wet section of the next cell. Flow from the most The effect of soil type on the runoff was also examined. The soil downgradient cell was assumed to be the outflow. Discharge rates group was changed from B soil to C soil by varying the loss rate. As and volumes from the most downgradient cell were used for com- expected, owing to the higher loss rate for the C soil, the depths of parisons between the prepaneled and paneled conditions. runoff increased by approximately 7.5% with the C soil when com- pared with the volume for B soils. However, the runoff volume for the C soil condition only increased by 0. 17% from the prepaneled -6 Alternative Model Scenarios condition to the paneled condition. In comparison with the B soil, a I difference of 0.35 % in volume resulted between the two conditions. t. To assess the effects of the different variables, a section of 30 cells, Therefore, the soil group influenced the actual volumes and rates, fit each with a solar panel, was assumed for the base model. Each cell but not the relative effect of the paneled condition when compared was separated individually into wet, dry, and spacer sections. The to the prepaneled condition. — area had a total ground length of 225 m with a ground slope of 1 % and width of 5 m, which was the width of an average solar panel. Panel Angle 0 The roughness coefficient (Engman 1986) for the silicon solar panel was assumed to be that of glass, 0.01 . Roughness coefficients Because runoff velocities increase with slope, the effect of the angle 0 of 0. 15 for grass and 0.02 for bare ground were also assumed. Loss of the solar panel on the hydrologic response was examined. Analy- L rates of 0.5715 cm/h (0.225 in. /h) and 0.254 cm/h (0. 1 in. /h) for ses were made for angles of 30° and 70° to test an average range �O.4B and C soils, respectively, were assumed. from winter to summer. The hydrologic response for these angles 0 The prepaneled condition using the 2-h, 25-year rainfall was was compared to that of the base condition angle of 45°. The other o assumed for the base condition, with each cell assumed to have site conditions remained the same. The analyses showed that the a good grass cover condition. All other analyses were made assum- angle of the panel had only a slight effect on runoff volumes and to ing a paneled condition. For most scenarios, the runoff volumes and discharge rates. The lower angle of 30° was associated with an in- peak discharge rates from the paneled model were not significantly creased runoff volume, whereas the runoff volume decreased for Q. co greater than those for the prepaneled condition. Over a total length the steeper angle of 70° when compared with the base condition of lei of 225 m with 30 solar panels, the runoff increased by 0.26 m3, 45°. However, the differences (~0.5%) were very slight. Never- O which was a difference of only 0.35%. The slight increase in runoff theless, these results indicate that, when the solar panel was closer o volume reflects the slightly higher velocities for the paneled con- to horizontal, i.e., at a lower angle, a larger difference in runoff o dition. The peak discharge increased by 0.0013 m3, a change of volume occurred between the prepaneled and paneled conditions. only 0.31 %. The time to peak was delayed by one time increment, These differences in the response result are from differences in 1 i.e., 12 s. Inclusion of the panels did not have a significant hydro- loss rates. logic impact. The peak discharge was also lower at the lower angle. At an 0 angle of 30°, the peak discharge was slightly lower than at the Storm Magnitude higher angle of 70°. For the 2-h storm duration, the time to peak of the 30 angle was 2 min delayed from the time to peak of when ch The effect of storm magnitude was investigated by changing the the panel was positioned at a 70° angle, which reflects the longer o magnitude from a 25-year storm to a 2-year storm. For the 2-year travel times across the solar panels. 4' storm, the rainfall and runoff volumes decreased by approximately 0 50%. However, the runoff from the paneled watershed condition Storm Duration .,.• increased compared to the prepaneled condition by approximately › the same volume as for the 25-year analysis, 0.26 m3 . This increase To assess the effect of storm duration, analyses were made for 6-h Po represents only a 0.78% increase in volume. The peak discharge storms, testing magnitudes for 2-, 25-, and 100-year return periods, cc:1 and the time to peak did not change significantly. These results re- with the results compared with those for the 2-h rainfall events. The re flect runoff from a good grass cover condition and indicated that the longer storm duration was tested to determine whether a longer du- 7)1 U general conclusion of very minimal impacts was the same for dif- ration storm would produce a different ratio of increase in runoff o ferent storm magnitudes. between the prepaneled and paneled conditions. When compared to orunoff volumes from the 2-h storm, those for the 6-h storm were Ground Slope 34% greater in both the paneled and prepaneled cases. However, O when comparing the prepaneled to the paneled condition, the in- 0 The effect of the downgradient ground slope of the solar farm was crease in the runoff volume with the 6-h storm was less than Qalso examined. The angle of the solar panels would influence the 1 % regardless of the return period. The peak discharge and the velocity of flows from the panels. As the ground slope was in- time-to-peak did not differ significantly between the two condi- creased, the velocity of flow over the ground surface would be tions. The trends in the hydrologic response of the solar farm closer to that on the panels. This could cause an overall increase did not vary with storm duration. in discharge rates. The ground slope was changed from 1 to 5%, with all other conditions remaining the same as the base conditions. With the steeper incline, the volume of losses decreased from Ground Cover that for the 1 % slope, which is to be expected because the faster The ground cover under the panels was assumed to be a native grass velocity of the runoff would provide less opportunity for infiltra- that received little maintenance. For some solar farms, the area be- tion. However, between the prepaneled and paneled conditions, the neath the panel is covered in gravel or partially paved because the increase in runoff volume was less than 1 %. The peak discharge panels prevent the grass from receiving sunlight. Depending on the 538 / JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / MAY 2013 J. Hydrol. Eng. 2013 . 18: 536-541 . volume of traffic, the spacer cell could be grass, patches of grass, or increased by 7% from the grass-covered scenario to the scenario bare ground. Thus, it was necessary to determine whether or not with gravel under the panel. The peak discharge increased by these alternative ground-cover conditions would affect the runoff 73 % for the gravel ground cover when compared with the grass characteristics. This was accomplished by changing the Manning's cover without the panels. The time to peak was 10 min less with n for the ground beneath the panels. The value of n under the pan- the gravel than with the grass, which reflects the effect of differ- els, i.e., the dry section, was set to 0.015 for gravel, with the value ences in surface roughness and the resulting velocities. for the spacer or maintenance section set to 0.02, i.e., bare ground. If maintenance vehicles used the spacer section regularly and the These can be compared to the base condition of a native grass grass cover was not adequately maintained, the soil in the spacer (n = 0. 15). A good cover should promote losses and delay the section would be compacted and potentially the runoff volumes and runoff. rates would increase. Grass that is not maintained has the potential For the smoother surfaces, the velocity of the runoff increased to become patchy and turn to bare ground. The grass under the and the losses decreased, which resulted in increasing runoff vol- panel may not get enough sunlight and die. Fig. 1 shows the result IE: umes. This occurred both when the ground cover under the panels of the maintenance trucks frequently driving in the spacer section, t. was changed to gravel and when the cover in the spacer section was which diminished the grass cover. f, changed to bare ground. Owing to the higher velocities of the flow, The effect of the lack of solar farm maintenance on runoff char- runoff rates from the cells increased significantly such that it was acteristics was modeled by changing the Manning's n to a value of (74; necessary to reduce the computational time increment. Fig. 4(a) 0.02 for bare ground. In this scenario, the roughness coefficient o shows the hydrograph from a 30-panel area with a time incre- for the ground under the panels, i.e., the dry section, as well as in ment of 12 s. With a time increment of 12 s, the water in each cell the spacer cell was changed from grass covered to bare ground is discharged at the end of every time increment, which results in no (n = 0.02).The effects were nearly identical to that of the gravel. o attenuation of the flow; thus, the undulations shown in Fig. 4(a) The runoff volume increased by 7% from the grass-covered to the a, result. The time increment was reduced to 3 s for the 2-h storm, bare-ground condition. The peak discharge increased by 72% when o' o which resulted in watershed smoothing and a rational hydrograph compared with the grass-covered condition. The runoff for the bare- c.) shape [Fig. 4(b)] . The results showed that the storm runoff ground condition also resulted in an earlier time to peak by approx- imately 10 min. Two other conditions were also modeled, showing to 0 1 - similar results. In the first scenario, gravel was placed directly Paneled under the panel, and healthy grass was placed in the spacer section, ✓ 0.09 - Pre-paneled , which mimics a possible design decision. Under these conditions, lei 0.08 - the peak discharge increased by 42%, and the volume of runoff c) increased by 4%, which suggests that storm-water management 0 0.07 - - would be necessary if gravel is placed anywhere. ' 0 06 - - Fig. 5 shows two solar panels from a solar farm in New Jersey. - The bare ground between the panels can cause increased runoff N w .4 0 0.05 - - rates and reductions in time of concentration, both of which could 0 0.04 - - necessitate storm-water management. The final condition modeled i involved the assumption of healthy grass beneath the panels and 0.03 - bare ground in the spacer section, which would simulate the con- et 0.02 - p 1 - dition of unmaintained grass resulting from vehicles that drive over ` the spacer section. Because the spacer section is 53 % of the cell, the p 0.01 - change in land cover to bare ground would reduce losses and de- ,,,, crease runoff travel times, which would cause runoff to amass as it 20 40 60 80 100 120 140 160 180 t (a) Time (min) 0.07 i az ?o Paneled Pre-paneled _ _�, 4.44 :0 :.�^ .-sr 4 H I, , t 0cic:1 .06 - - s- . \_ .. 1 '�:=" I_ , r U 1� _ ff''''' -4" \y ( t ! 4 1 O E 0.04 - - pr. . 1 f` . . ,. - ii-ci I. -.' _ --cs k•_ f o 03 Y i 1 003 1 / `! 0.02 '• ` �' . �� + •S f ♦ y ~ .,. ,- _. �`� .� 1. -- ----„-: , .,--,- . --2 ' , _ , , ` _ r ' 0.01 - - :K . ) i % , :. , �/yr .-5• ;:v, // r � It :f,IK a. r 0 20 40 60 80 100 120 140 160 180 200 - ' - (b) Time (min) Fig. 5. Site showing the initiation of bare ground below the panels, Fig. 4. Hydrograph with time increment of (a) 12 s ; (b) 3 s with which increases the potential for erosion (photo by John Showler, Manning's n for bare ground reprinted with permission) JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / MAY 2013 / 539 J. Hydrol. Eng. 2013 . 18: 536-541 . moves downgradient. With the spacer section as bare ground, the runoff was calculated using Manning's equation, and the velocity peak discharge increased by 100%, which reflected the increases in of falling rainwater was calculated using the following: volume and decrease in timing. These results illustrate the need for maintenance of the grass below and between the panels. V t = 120 435 ( 1 ) where d,. = diameter of a raindrop, assumed to be 1 mm. The re- Design Suggestions lationship between kinetic energy and rainfall intensity is With well-maintained grass underneath the panels, the solar panels IC, = 916 -I- 3301og10 i (2) themselves do not have much effect on total volumes of the runoff where i = rainfall intensity (in./h) and Ke = kinetic energy (ft-tons or peak discharge rates. Although the panels are impervious, the per ac-in. of rain) of rain falling onto the wet section and the panel, rainwater that drains from the panels appears as runoff over the as well as the water flowing off of the end of the panel (Wischmeier il4 downgradient cells. Some of the runoff infiltrates. If the grass cover and Smith 1978). The kinetic energy (Salles et al. 2002) of the rain- of a solar farm is not maintained, it can deteriorate either because of fall was greater than that coming off the panel, but the area under fit a lack of sunlight or maintenance vehicle traffic. In this case, the the panel (i.e., the product of the length, width, and cosine of the runoff characteristics can change significantly with both runoff panel angle) is greater than the area under the edge of the panel 0 rates and volumes increasing by significant amounts. In addition,if gravel or pavement is placed underneath the panels, this can also where the water drains from the panel onto the ground. Thus, contribute to a significant increase in the hydrologic response. dividing the kinetic energy by the respective areas gives a more accurate representation of the kinetic energy experienced by the If bare ground is foreseen to be a problem or gravel is to be soil. The energy of the water draining from thepanel onto the placed under the panels to prevent erosion, it is necessary to . ground can be nearly 10 tunes greater than the rain itself falling co, counteract the excess runoff using some form of storm-water man- onto the ground area. If the solar panel runoff falls onto an un- w agement. A simple practice that can be implemented is a buffer strip sealed soil, considerable detachment can result (Motha et al. (Dabney et al. 2006) at the downgradient end of the solar farm. The 2004). Thus, because of the increased kinetic energy, it is pos- buffer strip length must be sufficient to return the runoff character- sible that the soil is much more prone to erosion with the panels istics with the panels to those of runoff experienced before the wialthan without. Where panels are installed, methods of erosion togravel and panels were installed. Alternatively, a detention basin control should be included in the design. Q.o can be installed. v A buffer strip was modeled along with the panels. For approxi- lei mately every 200 m of panels, or 29 cells, the buffer must be 5 cells O long (or 35 m) to reduce the runoff volume to that which occurred Conclusions o before the panels were added. Even if a gravel base is not placed Solar farms are the energy generators of the future; thus, it is im- under the panels, the inclusion of a buffer strip may be a good prac-o tice when grass maintenance is not a top funding priority. Fig. 6 portant to determine the environmental and hydrologic effects of these farms, both existing and proposed. A model was created 1 shows the peak discharge from the graveled surface versus the length to simulate storm-water runoff over a land surface without panels c4 of the buffer needed to keep the discharge to prepaneled peak rate. and then with solar panels added. Various sensitivity analyses were Water draining from a solar panel can increase the potential for conducted including changing the storm duration and volume, soil oo erosion of the spacer section. If the spacer section is bare ground, type, ground slope, panel angle, and ground cover to determine the Ch the high kinetic energy of water draining from the panel can cause ± effect that each of these factors would have on the volumes and o soil detachment and transport (Garde and Raju 1977 ; Beuselinck peak discharge rates of the runoff. et al. 2002). The amount and risk of erosion was modeled using The addition of solar panels over a grassy field does not have the velocity of water coming off a solar panel compared with much of an effect on the volume of runoff, the peak discharge, nor the velocity and intensity of the rainwater. The velocity of panel the time to peak. With each analysis, the runoff volume increased ›, slightly but not enough to require storm-water management facili- 0.07 r I ties. However, when the land-cover type was changed under the o Pre-paneled peak Q panels, the hydrologic response changed significantly. When gravel cc:1 0.06 - Peak Q vs. buffer length or avement was laced under the anels with the s acer section p P p p left as patchy grass or bare ground, the volume of the runoff in- U o 0.06 - - creased significantly and the peak discharge increased by approx- oimately 100%. This was also the result when the entire cell was M 0.04 - assumed to be bare ground. �_ _� _ _ _ _ a _ _ _ _ _ _ _ _ - The potential for erosion of the soil at the base of the solar pan- 0 els was also studied. It was determined that the kinetic energy of the o 1 0.03 - - water draining from the solar panel could be as much as 10 times Q greater than that of rainfall. Thus, because the energy of the water 0.02 - -- draining from the panels is much higher, it is very possible that soil below the base of the solar panel could erode owing to the concen- 0 m - _ trated flow of water off the panel, especially if there is bare ground in the spacer section of the cell. If necessary, erosion control meth- ods should be used. o 0 6 10 15 20 25 30 35 40 Bare ground beneath the panels and in the spacer section is Length of buffer (m) a realistic possibility (see Figs. 1 and 5). Thus, a good, well- maintained grass cover beneath the panels and in the spacer section Fig. 6. Peak discharge over gravel compared with buffer length is highly recommended. If gravel, pavement, or bare ground is 540 / JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / MAY 2013 J. Hydrol. Eng. 2013 . 18: 536-541 . deemed unavoidable below the panels or in the spacer section, it Beuselinck, L., Govers, G., Hairsince, P. B ., Sander, G. C., and may necessary to add a buffer section to control the excess runoff Breynaert, M. (2002). "The influence of rainfall on sediment transport volume and ensure adequate losses. If these simple measures are by overland flow over areas of net deposition." J. Hydrol. , 257( 1-4), taken, solar farms will not have an adverse hydrologic impact from 145-163. excess runoff or contribute eroded soil particles to receiving Dabney, S. M., Moore, M. T., and Locke, M. A. (2006). "Integrated man- agement of in-field, edge-of-field, and after-field buffers." J. Amer. streams and waterways. Water Resour. Assoc. , 42( 1), 15-24. Engman, E. T. (1986). "Roughness coefficients for routing surface runoff." J. Irrig. Drain. Eng. , 112( 1), 39-53. Acknowledgments Garde, R. J., and Raju, K. G. (1977). Mechanics of sediment transportation and alluvial stream problems, Wiley, New York. The authors appreciate the photographs (Figs. 1 and 5) of Ortho McCuen, R. H. (2005). Hydrologic analysis and design, 3rd Ed., Pearson/ Clinical Diagnostics, 1001 Route 202, North Raritan, New Jersey, Prentice-Hall, Upper Saddle River, NJ. 08869, provided by John E. Showler, Environmental Scientist, Motha, J. A., Wallbrink, P. J., Hairsine, P. B., and Grayson, R. B . (2004). New Jersey Department of Agriculture. The extensive comments "Unsealed roads as suspended sediment sources in agricultural catch- c of reviewers resulted in an improved paper. ment in south-eastern Australia." J. Hydrol. , 286( 1-4), 1-18. Salles, C., Poesen, J., and Sempere-Torres, D. (2002). "Kinetic energy of rain and its functional relationship with intensity." J. Hydrol. , 257(1-4), References 256-270. o Wischmeier, W. H., and Smith, D. D. (1978). Predicting rainfall erosion Bedient, P. B ., and Huber, W. C. (2002). Hydrology and,floodplain analy- losses: A guide to conservation planning, USDA Handbook 537, U.S. sis, Prentice-Hall, Upper Saddle River, NJ. Government Printing Office, Washington, DC. � PP g O rn a) 0.4 U C4 trn O tri 0 0 0 O a) a) 2 U Ct ct 4-i -C O N Ste" O ct :1 a) U Ct E O a) "CS ct O O JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / MAY 2013 / 541 J. Hydrol. Eng. 2013 . 18: 536-541 . CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Dust and Weed Mitigation Plan Dust Control : • Minimal dust is expected to be generated during construction and operations due to the planned use of dust suppression best management practices and soil stabilization following construction and throughout operations. During construction , CBEP Solar 28 , LLC and its contractors will control dust by applying water to disturbed soils and soil piles to control fugitive dust from blowing and impairing air quality . • During the operations of the Project, the land under and around the Project will be seeded with a native grass seed mixture , which will mitigate dust. Weed Control : • The site will be inspected annually by CBEP Solar 28 , LLC or its contractors for the presence of invasive species . Minor presences will be managed by cutting and pulling in a manner to not disburse or promote spreading of weed seeds . If a major presence occurs, mowing and the potential application of herbicides will be deployed . Herbicide selection may vary depending on the time of year, the life cycle of the noxious weed species . (970) 425-3175 I INFO©aCLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 18 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Dust Abatement Plan The purpose and intent of this Dust Abatement Plan is to ensure that the Project complies with applicable state and federal air quality standards. The Environmental Protection Agency ( EPA) sets forth the National Ambient Air Quality Standards ( NAAQs) pursuant to the Clean Air Act. Air quality impacts associated with construction projects generally arise from fugitive dust generation during the operation of heavy equipment. Colorado administers the NAAQS through issuance of the Air Pollutant Emission Notice (APEN ) . The Project will not exceed the NAAQS and will follow best management practices to ensure that the production of dust will be controlled by the regular application of water to the Project. The Project will obtain an APEN permit prior to construction . Minimal dust is expected to be generated during construction and operations due to the planned use of dust suppression best management practices and soil stabilization following construction and throughout operations. During construction , CBEP Solar 28 , LLC and its contractors will control dust by applying water to disturbed soils and soil piles to control fugitive dust from blowing and impairing air quality. Once the construction phase is completed , the site will be visited 1 -2 times per year for routine maintenance and as needed for emergency maintenance . Disturbed areas not covered with gravel as part of the Project design will be reseeded with native seed to revegetate disturbed areas and hold soil in place , minimizing fugitive dust impacts during operations . CBEP Solar 28 , LLC would employ native revegetation methods or chemical control methods for infestations of weeds during regular maintenance if necessary. (970) 425-3175 I I N FO©a CLOU DBREAKEN ERGY.COM I CLOUDBREAKENERGY.COM ERGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Landscape and Screening Plan There is currently no landscaping on the Project's site . The Project will be surrounded by a 7 foot tall game fence . Please refer to sheet 3 . 0 of the USR Map for additional detail on the proposed security fence . (970) 425-3175 I INFO©CLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Lighting Plan CBEP Solar 28 , LLC is proposing to construct and operate the Saddleback Solar Project in unincorporated Weld County, Colorado . The Project includes construction of 1 . 5MW of solar electric generation on a 80 acre parcel . This Lighting Plan describes lighting during the construction and operations phases of the Project . Temporary Construction Lighting : The need for lighting during construction is expected to be limited because the majority of construction activities will occur during daylight hours. If lighting is needed during construction , lights will be positioned and/or shielded from oncoming traffic and residences in the vicinity of the project site , as necessary . Cutoff-type luminaires would be used where practicable . Individual light sources would not exceed 150 , 000 lumens per light source (typical of a 1250W metal halide light) and would project 0 . 1 lumen or less at property lines. Unnecessary lighting will not be used . Lights would not exceed 24 feet in height. Any lighting needed for construction is not shown in the dimensioned elevation drawing of the USR Map due to its temporary nature . Project Operations Lighting : There will be no lighting on the Project after construction is completed . (970) 425-3175 I I N FO©a CLOU DBREAKEN ERGY.COM I CLOUDBREAKENERGY.COM ERGY.COM CBEP SOLAR 28 PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Manure Management Plan CBEP Solar 28 , LLC is proposing to construct and operate the Saddleback Solar Project in unincorporated Weld County , Colorado . The Project includes the construction of 1 . 5 Megawatts ( MW) of solar electric generation on a portion of a 79 . 19-acre parcel . In addition to the solar array, the Project site will continue to contribute to the agricultural economy of Weld County by using the pasture land underneath the solar array for sheep grazing . This Manure Management Plan describes CBEP Solar 28 , LLC's plan to maintain and minimize the impacts of the manure on the Project parcel and neighboring community . Background : CBEP Solar 28 , LLC intends to partner with a local shepherd that will be grazing no more than 500 sheep on the Saddleback Solar Project site for periods during the grazing season . The Saddleback Solar Project is one of many fields the flock of sheep will rotate between . These sheep will be processed in Weld County at Innovative Foods . Manure Load Management: Through rotational grazing and harrowing , the manure load will be evenly distributed across the parcel and have minimal impact on the neighboring community . Rotational Grazing : The shepherd will section off portions of the Project and graze the herd in the subsections, rotating the sheep to new subsections regularly . The shepherd will also rotate the herd between several Cloudbreak solar projects to manage the manure load and forage materials on the land . This will make the overall manure load very manageable and reduce the impact to surrounding properties. The herd will not stay permanently at the Saddleback Solar Project. The Project site will not serve as a feedlot for sheep . Harrowing : If necessary, a harrowing machine will be used on the Saddleback Solar Project site to spread out and break up the manure once the sheep move on to the next subsection or pasture . This machine will disturb the topsoil to help break down and bury the manure . Composting : If the manure load ever becomes problematic, CBEP Solar 28 , LLC will physically remove the manure and compost it offsite . (970) 425-3175 I INFO©CLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM Kimley Horn February 23 , 2023 Mr. Zach Brammer CloudBreak Energy Partners 218 S . 3rd Street Sterling , CO 80751 Re : CloudBreak — Saddleback Sound Study Weld County , Colorado Dear Mr. Brammer: Executive Summary The purpose of this technical memorandum is to summarize the evaluated sound levels associated with the operational equipment located at the proposed Saddleback Solar Site in Weld County , CO . The proposed solar photovoltaic project site is approximately 3 miles southeast of Wellington , approximately 7 miles southwest of Nunn , and approximately 6 miles northeast of Fort Collins . The site is generally located south of County Road 96 , east of County Road 13 , and west of County Road 15 . The solar site will be located on agricultural land with rural residential land uses located west , south , and north of the project area . The location of the proposed Saddleback Solar Site is shown in Figure 1 . Analysis Findings • The solar photovoltaic project will be located on agricultural land with rural residential land uses west, south, and north of the project area . A noise goal of 55 dB (A) during daytime hours was established for this project. Unmitigated hourly equivalent operational noise levels are estimated to be below approximately 26 dB (A) during daytime hours at the closest noise-sensitive land uses west, south, and north of the site. Additionally, the operational noise levels are anticipated to remain below the Weld County Charter and County Code maximum permissible noise level at residential property boundaries during daytime hours; therefore, noise mitigation is not recommended at this time. Project Description The proposed Saddleback Solar Site will be developed on approximately 15 acres of agricultural land in an unincorporated portion of Weld County , CO . The solar power generating facility will consist of rows of Photovoltaic Solar Modules , a gravel access driveway , and underground utilities . A substation with an associated transformer and inverters will be located near the northwest corner of the site . kimley-horn . com 1125 17th Street, Suite 1400 , Denver, CO 80202 303 228 2300 KimIey : >> o r fl Saddleback Solar Site Sound Study February 23, 2023 - Page 2 Figure 1 : Site Location and Vicinity County Road 95 County Road-9t 4, G t C C .w C U t C C a v John yfn ' S Solar nro _ c Site tJ In t z O It C O n U'Ue l d — County cr 0 500 1 , 000 Feet kimley-horn . com 1125 17th Street, Suite 1400 , Denver, CO 80202 303 228 2300 KimIey : >> o r fl Saddleback Solar Site Sound Study February 23, 2023 - Page 3 Characteristics of Noise Noise is generally defined as unwanted sound . It is emitted from many natural and man -made sources . Sound pressure levels are usually measured and expressed in decibels (dB) . The decibel scale is logarithmic and expresses the ratio of the sound pressure unit being measured to a standard reference level . Most sounds occurring in the environment do not consist of a single frequency , but rather a broad band of differing frequencies . The intensities of each frequency add together to generate sound . Because the human ear does not respond to all frequencies equally , the method commonly used to quantify environmental noise consists of evaluating all of the frequencies of a sound according to a weighting system . It has been found that the A -weighted decibel [dB (A) ] filter on a sound level meter, which includes circuits to differentially measure selected audible frequencies , best approximates the frequency response of the human ear. The degree of disturbance from exposure to unwanted sound — noise — depends upon three factors : 1 . The amount , nature , and duration of the intruding noise 2 . The relationship between the intruding noise and the existing sound environment ; and 3 . The situation in which the disturbing noise is heard In considering the first of these factors , it is important to note that individuals have varying sensitivity to noise . Loud noises bother some people more than other people , and some individuals become increasingly upset if an unwanted noise persists . The time patterns and durations of noise (s) also affect perception as to whether or not it is offensive . For example , noises that occur during nighttime (sleeping ) hours are typically considered to be more offensive than the same noises in the daytime . With regard to the second factor, individuals tend to judge the annoyance of an unwanted noise in terms of its relationship to noise from other sources (backg round noise) . A car horn blowing at night when background noise levels are low would generally be more objectionable than one blowing in the afternoon when background noise levels are typically higher. The response to noise stimulus is analogous to the response to turning on an interior light . During the daytime an illuminated bulb simply adds to the ambient light , but when eyes are conditioned to the dark of night, a suddenly illuminated bulb can be temporarily blinding . The third factor — situational noise — is related to the interference of noise with activities of individuals . In a 60 dB (A) environment such as is commonly found in a large business office , normal conversation would be possible , while sleep might be difficult . Loud noises may easily interrupt activities that require a quiet setting for greater mental concentration or rest ; however, the same loud noises may not interrupt activities requiring less mental focus or tranquility . As shown in Figure 2 , most individuals are exposed to fairly high noise levels from many sources on a regular basis . To perceive sounds of greatly varying pressure levels , human hearing has a non - linear sensitivity to sound pressure exposure . Doubling the sound pressure results in a three decibel change in the noise level ; however, variations of three decibels [3 dB (A)] or less are commonly considered "barely perceptible" to normal human hearing . A five decibel [5 dB (A)] change is more readily noticeable . A ten -fold increase in the sound pressure level correlates to a 10 decibel [10 dB (A)] noise level increase ; however, it is judged by most people as only sounding "twice as loud ". kimley-horn . com 1125 17th Street, Suite 1400 , Denver, CO 80202 303 228 2300 , .. m ) or fl Saddleback Solar Site Sound Study _ February 23, 2023 - Page 4 Figure 2 : Common Noise Levels Kim1ey * Horn Common Environmental Noise Levels (18(Ar Times Noise Source Noise Level Response As Loud Jet Engine r�x P —I Harmfully loud 128 144ar 14 135 130 64 _P0LICE Police Siren 1 —I Painfully loud 121 , 32 .• 4 115 I Regular exposer L over 1 minute Rock Band r 110 risks permanent 16 i - _ ■05 hearing loss i ii‘ '' �. Garbage Truck -,., :, - - r;. 100 Very loud a a 95 ==-,f kr ` , ', f Motorcycle 90' Annoying • • • • • • • • • • + 4 \ �1._ 11. °L-) f 85 S •- Annoying - interferes • • • 2 Drilling with conversation all 75 Vacuum Cleaner 70 Moderately loud 1 65 Air Conditioner I ` �- 60 Comfortable 1/2 r ,, I . 55 i - 50 • 1/4 Refrigerator s 45 Quiet -1j • + 1/8 -. r1-5i1 tr II 35 Whisper 30 Very quiet 25 4110 20 4 Rustling Leaves 15 Just audible . , 10 5 Threshold of hearing _, 14 Normal Breathing 4 typical A-weighted sound levels in decihels. "A" weighting approximates the frequency response 01 the human ear. Over time , individuals tend to accept the noises that intrude into their lives on a regular basis . However, exposure to prolonged and/or extremely loud noise (s) can prevent use of exterior and interior spaces and has been theorized to pose health risks . kimley-horn . com 1125 17th Street, Suite 1400 , Denver, CO 80202 303 228 2300 KimIey : >> o r fl Saddleback Solar Site Sound Study February 23, 2023 - Page 5 Local Regulations The Saddleback Solar Site is in Weld County , CO . Chapter 21 , Article VII , Division 3 of the Weld County Charter and County Code describes the requirements for a permit for site selection of a solar energy facility and states that noise impacts must be analyzed . Chapter 14 , Article IX of the Weld County Charter and County Code describes the noise regulations in Weld County , and Section 14 -9-30 of this article states that a violation of this ordinance includes knowingly making , causing , or permitting to be made any excess noise or exceeding the sound levels provided in Section 14 -9-40 of the Weld County Charter and County Code . The maximum permissible noise levels at different land uses are shown in Table 1 . Table 1 : Maximum Permissible Noise Levels Land Use Maximum Noise [dB (A)] Maximum Noise [dB (A)] 7 : 00 am 9 :00 pm 9 : 00 pm - 7 : 00 am Residential Property or Commercial Area 55 dB (A) 50 dB (A) Industrial Area or Construction Activities 80 dB (A) 75 dB (A) Nonspecified Areas 55 dB (A) 50 dB (A) The closest noise-sensitive receptors around the Saddleback Solar site are either residential or non- specified land uses . It should be noted that on -site operations are not anticipated to occur during nighttime hours and minimal operational noise will be produced ; therefore , the daytime maximum permissible operational noise level of 55 dB (A) will be used . Noise Analysis Sound levels from the proposed Saddleback Solar Site were evaluated using SoundPLAN . This program computes predicted sound levels at noise-sensitive areas through a series of adjustments to reference sound levels . SoundPLAN can also account for topography , groundcover type , and intervening structures. Sound levels generated from inverters are anticipated to be the main source of sound from the proposed solar photovoltaic project site . It should be noted that noise from surrounding roadways was not modeled in this analysis , although County Road 96 , County Road 13 , County Road 15 , and other rural roadways are anticipated to contribute to the ambient noise environment throughout the entire day . Inverters Photovoltaic (PV) inverter equipment generates steady , unvarying sound that can create issues when located near noise -sensitive areas . It was assumed that eleven (11 ) PV inverters would be located near the northwest corner of the site . Based on design specifications for the CPS SCH100/125KTL - DO/US-600 inverter, a reference sound level of 65 dB (A) at 1 meter for each PV inverter was used . The sound from the simultaneous operation of the PV inverter equipment was calculated at the closest noise-sensitive receptors surrounding the project area using SoundPLAN . Sound generated by the inverters is not anticipated to significantly contribute to the existing environmental sound levels surrounding the site . Also , sound generated by the inverters is expected kimley-horn . com 1125 17th Street, Suite 1400 , Denver, CO 80202 303 228 2300 KimIey : >> o r fl Saddleback Solar Site Sound Study February 23, 2023 - Page 6 to be mitigated by providing sufficient offsets between the inverters and surrounding noise-sensitive land uses as well as by the physical presence of the solar arrays , which are anticipated to shield and disperse some of the sound generated by the inverters . Transformers Transformers also generate steady, unvarying noise that can create issues when located near noise - sensitive uses . It was assumed that the transformer would be located at the proposed substation near the northwest corner of the site , just north of the inverters . A reference sound level for a transformer of 79 dB (A) at 1 meter was used . The noise from the transformer operation at the substation was calculated at the at the noise -sensitive receptors in the area near the proposed substation using SoundPLAN . Noise generated from the transformer is not anticipated to significantly contribute to the operational project noise and is expected to be kept in control by distance to noise -sensitive receptors . Results The SoundPLAN - predicted maximum operational sound levels at the surrounding noise-sensitive land uses are anticipated to be below the Weld County Charter and County Code noise level limits . The anticipated operational sound contours are shown in Figure 3 . Figure 3 : Operational Sound Contours . j Signs and symbolls #1 Project Boundary I I - p - I • H: : Levels in dB (A) 5 45 0 Q 50 55. 5 - 60 60 - 65 kimley-horn . com 1125 17th Street, Suite 1400 , Denver, CO 80202 303 228 2300 KimIey : >> o r fl Saddleback Solar Site Sound Study February 23, 2023 - Page 7 Conclusions The site is generally located south of County Road 96 , east of County Road 13 , and west of County Road 15 . The solar site will be located on agricultural land with rural residential land uses located west , south , and north of the project area . After modeling and analyzing the anticipated operational sound levels throughout the proposed solar site , it was determined that noise mitigation measures are not needed at this time since the anticipated operational sound levels will remain below the Weld County Charter and County Code allowable noise levels at the nearest noise -sensitive receptors around the site during daytime hours . kimley-horn . com 1125 17th Street, Suite 1400 , Denver, CO 80202 303 228 2300 KimIey *) o rn April 14 , 2023 P repared For : Mr. Zach Brammer Cloudbreak Energy Partners P repared By : Jesse Carlson , Wildlife Biologist Kimley- Horn S ubject : Sensitive Species Memorandum Cloudbreak-Saddleback Solar Site (15 acres) Weld County, Colorado Biological Resources Review Summary The purpose of this technical memorandum is to summarize the federal and state listed sensitive plant species , sensitive wildlife species , and other natural resources of concern associated with the proposed Saddleback Solar Site in Weld County , Colorado . The sensitive species desktop review conducted by Kimley- Horn resulted in the following key takeaways : • Based on aerial imagery , there is a low likelihood of suitable habitat for United States Fish and Wildlife Service ( USFWS ) Endangered Species Act ( ESA) listed species . Kimley- Horn recommends a habitat suitability site survey for listed species prior to development activities . • There are no federally designated critical habitats for ESA listed species within the project area . • The project overlaps a pronghorn (Antilocarpa americana) winter concentration area . Colorado Parks and Wildlife (CPW) recommends " no permitted or authorized human activities from January 1 to April 30 " within a pronghorn winter concentration area . CPW also recommends "surface density limitation of one pad per square mile and less than one linear mile of routes per square mile . If pad density cannot be achieved or maintained , implement offsite mitigation to offset functional habitat loss" . • The project area is mapped as intersecting black-tailed prairie dog ( Cynomys ludovicianus) "colony potential occurrence" and "overall range" . If live prairie dogs need to be relocated away from the project area , a CPW application is required . No permit is required to transport dead prairie dogs to a wildlife rehabilitator for donation . • There are no mapped raptor nests within 1 . 0-mile of the project area ; however, pre- construction raptor nest surveys are recommended if disturbance activities are to occur during the nesting season ( November 15 — October 31 ) . • There is a moderate likelihood of suitable habitat for migratory birds protected under the Migratory Bird Treaty Act ( MBTA) . Pre-construction migratory bird nest surveys are recommended if disturbance activities are to occur during the nesting season (April I — August 31 ) . kimley-horn.com 1125 17th Street, Suite 1400, Denver, CO 80202 303 228 2300 Sensitive Species Memorandum Kimley >>> Horn Saddleback Solar Site Project Description The proposed solar photovoltaic project area is approximately 3 miles southeast of Wellington , approximately 7 miles southwest of Nunn , and approximately 6 miles northeast of Fort Collins . The site is generally located south of County Road 96 , east of County Road 13 , and west of County Road 15 . The solar site will be located on agricultural land with rural residential land uses located west, south , and north of the project area . The location of the proposed Saddleback Solar Site is shown in Figure 1 . The proposed Saddleback Solar Site will be developed on approximately 15 acres of private land in an unincorporated portion of Weld County , CO . The solar power generating facility will consist of rows of Photovoltaic Solar Modules , a gravel access driveway, and underground utilities. A substation with an associated transformer and inverters will be located near the northwest corner of the site . Project Setting The project lies within the Flat to Rolling Plains (25d ) Sub- Region of the High Plains Ecoregion . Based on aerial imagery (June 2021 ) , the project is situated in a disturbed rangeland setting . The project is bound to the north , west, and south by disturbed rangeland , and to the east by agriculture . Based on the National Land Cover Database ( NLCD ) , the project area consists mostly of an herbaceous land cover type in addition to pockets of cultivated crops and shrub/scrub (Figure 2 ) . kimley-horn.com 1125 17th St, Suite 1400, Denver, CO 80202 303 228 2300 Sensitive Species Memorandum Kimley >>> o Saddleback Solar Site rn Figure 1 . Vicinity Map Imagery Date/ Source: Esri, 2023; Land Characterizations: BLNI, 2023; Hydrology/ NWI: USFWS, 2022; Critical Habitat: USFWS, 2023 I I I I I I :County- Roadie— _ I I I I I I — I I I -f, Y C J aL G LO o 2 0 i c I C I o I I I I 1 I I II I I r Legend Private Land \\,. NVVI Mapped Wetlands & i Streams )C \ USFWS Critical Habitat •``•` Q Project Limits . 1 John Byrnes Property W - _- E 0 0 . 13 0 . 25 0 . 5 Weld County, Colorado Miles S CLOUDBREAK 16. Vicinity Map Kimley� >> Hlorn ttpec1 More. Expariance Bettor kimley-horn.com 1125 17th St, Suite 1400, Denver, CO 80202 303 228 2300 Sensitive Species Memorandum Kimley >>> Saddleback Solar Site o rn Figure 2. National Land Cover Database Map Land Cover ( NLL ) 2016j irrern Land Cu Mated Crops . ecidu.ous knelt rii eloped, High ig) a Intensity . 1 . eveleped, Low Intensity ire!' tp ed, foliediurn Intensity cavelaped, Open Space Emergent Herbaceous Wetlands Ei.#er,green forest iyr/Pastu 'e ,J1,0 CEOVJ bald Forest imp Water '-rertnlal Sciowfk e Shr ubjeScrub II Woody Wetlands Natural Resources Several geospatial databases were reviewed for federal and state natural resources of concern . These databases include : • Colorado Conservation Data Center (CODEX) o CODEX database includes information from : • Bird Conservancy of the Rockies • Colorado Natural Heritage Program • CPW • NLCD • NatureServe • USFWS • CPW Mapped Raptor Nest Database ( Public Access Restricted ) • CPW Preble 's Meadow Jumping Mouse Trapping Database ( Public Access Restricted ) • CPW Species Activity Mapping (SAM ) • USFWS Information for Planning and Consultation ( IPaC) • USFWS National Wetlands Inventory Database kimley-horn.com 1125 17th St, Suite 1400, Denver, CO 80202 303 228 2300 Sensitive Species Memorandum Kimley >>> Saddleback Solar Site o rn Federally Listed Species Kimley- Horn obtained an official species list from the USFWS IPaC system on April 4 , 2023 . The list includes nine (9 ) threatened , endangered , or candidate species as potentially occurring within the project area . There are no federally designated critical habitats within the project area . Based on aerial imagery, there is a low likelihood of suitable habitat for USFWS IPaC listed species . Kimley- Horn recommends a habitat suitability site survey for USFWS IPaC listed species prior to development activities . State Listed Species Kimley- Horn consulted the CPW SAM database for documented wildlife species and their seasonal uses within the project area on April 7 , 2023 . The project area overlaps a pronghorn winter concentration area . CPW recommends " no permitted or authorized human activities from January 1 to April 30 " within a pronghorn winter concentration area . CPW also recommends "surface density limitation of one pad per square mile and less than one linear mile of routes per square mile . If pad density cannot be achieved or maintained , implement offsite mitigation to offset functional habitat loss" . Black-tailed prairie dog "colony potential occurrence" and "overall range" are mapped as intersecting the project area . If live prairie dogs need to be relocated away from the project area , a CPW application is required . No permit is required to transport dead prairie dogs to a wildlife rehabilitator for donation . Migratory Birds and Raptors There have been several hundred documented species of migratory birds in Colorado , and they are well-adapted to a variety of habitats . Migratory birds may nest on the ground , on structures , or in trees , shrubs , or other vegetation within the project area . All birds in Colorado are protected under the MBTA, except for nonnative species such as house sparrows (Passer domesticus) and rock doves ( Columba Livia ) ( USFWS 2020 ) . Based on aerial imagery, there is a moderate likelihood of suitable migratory bird habitat within the project area . Pre- construction migratory bird nest surveys are recommended if disturbance activities are to occur during the nesting season (April 1 — August 31 ) . All raptor species are protected in Colorado . There are various CPW development buffers for raptor nests depending on the type of raptor species and disturbance activity . CPW publishes a mapped raptor nest geospatial database . No raptor nests were mapped within the project area or within the vicinity . The nearest mapped raptor nest is located 1 . 45 miles southwest of the project . This nest was classified as an "active" great horned owl (Bubo virginianus) nest last surveyed in April of 2020 . The CPW raptor nest database is typically accurate at representing the location of historic raptor nests ; however, it is often not up-to-date or all- encompassing . Pre-construction raptor nest surveys are recommended if disturbance activities are to occur during the nesting season (November 15 — October 31 ) . kimley-horn.com 1125 17th St, Suite 1400, Denver, CO 80202 303 228 2300 Sensitive Species Memorandum Kimley >>> Horn Saddleback Solar Site Environmental Permitting Summary Federally regulated resource concerns on site are limited to potentially suitable nesting habitat for migratory bird species and overlapping of a pronghorn winter concentration area . Impacts to migratory birds is anticipated to be avoidable through appropriate pre-construction surveys . Impacts to pronghorn winter concentration area is also anticipated to be avoidable as route density will be less than one linear mile of route per square mile or off-site mitigation measures will be implemented . No associated permitting is anticipated to be needed with USFWS or CPW. There is no federal nexus for the project (e . g . no federal funding , no federal lands and no federal permits) ; accordingly, compliance with the National Environmental Policy Act is not applicable . The site lies within Federal Emergency Management Agency Flood Zone X and is in panel #08123C0895E (effective 1 /20/2016 ) . Flood Zone X consists of areas with a 0 . 2 % annual chance of flooding and areas with otherwise minimal risk of flooding . Floodplain permitting is not applicable to the project. The project will not require a point source water discharge permit. It is expected that a Stormwater Management Plan will be required to protect affected drainage systems and to ensure stormwater runoff meets the Colorado Department of Public Health and Environment (CDPHE ) Water Quality Control Division (WQCD ) standards . A general permit number C0G080000 with the CDPHE WQCD may also be required during application to the county. The new general permit number C0G080000 has been developed to authorize shod-term discharges of source water that comes in contact with short-term construction activities to waters of the state . The project location in Weld County is in attainment with the National Ambient Air Quality Standards for NO2 , PM2 . 5 , PM10 , S02 , Pb , and 1 -hour Ozone (O3 ) . The Proposed Project location is considered non -attainment for the 8-hour O3 standard and a maintenance area for the CO standard according to the EPA's current Green Book and the CDPHE ( USEPA 2023 ) . Best practices during construction activities should be followed to minimize combustion of gas and emissions of hydrocarbons in the atmosphere . Air quality permitting is limited to a Land Development Air Pollution Emissions Notice (APEN ) with CDPHE . Best Management P ractices associated with the APEN will be incorporated into project design . P lease contact me at ( 720 ) 295-6923 orjesse . carlson@kimley-horn . com should you have any questions . S incerely, Jesse Carlson Wildlife Biologist kimley-horn.com 1125 17th St, Suite 1400, Denver, CO 80202 303 228 2300 Sensitive Species Memorandum Kimley >>> Horn Saddleback Solar Site Attachments: • Federal and State Listed Species Mapped within the Project Area • USFWS IPaC Report References U nited States Environmental Protection Agency. 2023 . Green Book . Available at: https : //www3 . epa . gov/airquality/greenbook/anayoco . html U nited States Fish and Wildlife Service ( USFWS ) . 2020 . List of Bird Species to Which the Migratory Bird Treaty Act Does Not Apply. Accessed at: https : //www .federa I reg ister. gov/documents/2020/04/ 16/2020-06782/I ist-of-bird -species-to- wh ich-the-m ig ratory-bird -treaty-act-does-not-apply kimley-horn.com 1125 17th St, Suite 1400, Denver, CO 80202 303 228 2300 Kimley >>> Horn FEDERAL AND STATE LISTED SPECIES MAPPED WITHIN THE PROJECT AREA Al Kimley >>> Horn United States Fish and Wildlife Information for Planning and Consultation Listed Species Mapped within the Project Area Species Conservation Potential to Occur in Status Project Area Eastern Black Rail (Laterallus jamaicensis ssp. Threatened Low jamaicensis) Gray Wolf Endangered Low ( Canis lupus) Monarch Butterfly Candidate Low (Danaus plexippus) Pallid Sturgeon Endangered Low ( Scaphirhynchus albus) Piping Plover Threatened Low ( Charadrius melodus) Preble 's Meadow Jumping Mouse Threatened Low (Zapus hudsonius preblei) Ute Ladies'-tresses Threatened Low (Spiranthes diluvialis) Western Prairie Fringed Orchid Threatened Low (Platanthera praeclara) Whooping Crane Endangered Low ( Grus americanus) Eastern Black Rail (Laterallus jamaicensis spp. jamaicensis) Eastern black rail , a threatened bird species, is found in both coastal and interior areas of the eastern United States , but the majority of detections are from coastal sites. Rails that reside in Colorado are known to migrate to Texas to overwinter and , as such , are typically only encountered in Colorado during the spring and summer. These birds are wetland dependent, requiring dense overhead cover and soils that are moist to saturated (occasionally dry) and interspersed with or adjacent to very shallow water (typically ≤ 3 cm ) to support their resource needs . Critical habitat has not been designated for this species ( USFWS 2019 ) . This species is known to occur in Weld County, Colorado ; however, there is no suitable habitat based on aerial imagery. No impacts to this species are anticipated . Gray Wolf ( Canis lupus) Gray wolf, an endangered mammal species , is an adaptive species that can thrive in a variety of habitats . The historical range for this species covered much of the continental United States , including Colorado ( USFWS 2023a ) . However, this species was eradicated from Colorado in the 1940 's due to shooting , trapping , and poisoning . The United Fish and Wildlife Service ( USFWS ) has restored gray wolf populations in Colorado 's neighboring states over the past decade and there have been occasional wolf migrants observed in Colorado . The current range is limited to a few individual animals located in north-central Colorado counties that share a border with Wyoming (CPW 2022 ) . Gray wolves should be considered in the effect analysis only if the project in question has a predator management program . The proposed project does not include a predator management program ; therefore , no impacts to this species are anticipated . A-2 Kimley >>> a rn Monarch Butterfly (Danaus plexippus) Monarch butterfly , a candidate insect species , is a migratory species that is found in North America . Monarchs breed throughout most of the United States and southern Canada and overwinters in central Mexico . The monarch butterfly requires milkweed (Asclepias sp. ) for survival . Adult monarchs feed on the nectar of flowering milkweed , and larvae require milkweed as a host plant ( USFWS 2023b ) . Consultation with USFWS under section 7 of the Endangered S pecies Act ( ESA) is not required for candidate species , like the monarch butterfly . No impacts to this species are anticipated . P reble 's Meadow Jumping Mouse (Zapus hudsonius preblei) The Preble 's meadow jumping mouse is a nocturnal mouse that occupies the eastern edges of the Front Range in Colorado . Habitat for Preble 's is typically comprised of well-developed riparian vegetation with adjacent , relatively undisturbed grassland communities and a nearby water source ( USFWS 2023c) . Preble 's riparian habitats are close to creeks , typically within the 100- year floodplain , and feature dense , multi-story horizontal cover of shrubs and trees with an u nderstory of forbs and grasses . Upland habitats are usually immediately adjacent to the riparian habitats or within 300 feet of the 100-year floodplain . The USFWS has designated critical habitat , as well as block clearance area for this species . Block clearance areas are portions of land where P reble 's meadow jumping mouse ESA precautions are no longer necessary. The project area is o utside of critical habitat and is not within a block clearance area for this species . Colorado Parks and Wildlife (CPW) publishes a Preble 's meadow jumping mouse trapping location database . There are no trapping events in or near the project area . The closest trapping event is located approximately 4 . 1 miles northwest of the project area . No mice were trapped at this location . This species is known to occur in Weld County, Colorado ; however, there is no suitable habitat based o n aerial imagery . No impacts to this species are anticipated . Ute Ladies ' -tresses (Spiranthes diluvialis) Ute ladies'-tresses , a threatened orchid species , occurs near the base of the eastern slope of the Rocky Mountains in southeastern Wyoming and Nebraska and north -central and central Colorado . The species prefers habitat dominated by low vegetative cover associated with floodplains , perennial stream terraces , and oxbows . Critical habitat has not been designated for the species ( USFWS 2023d ) . The flowering period for this species is between July and September. This species is known to occur in Weld County , Colorado ; however, there is no suitable habitat based on aerial imagery. No impacts to this species are anticipated . Western Prairie Fringed Orchid (Platanthera praeclara) The Western prairie fringed orchid , a federally threatened orchid species , is mapped by the U SFWS as occurring in Colorado east of the Continental Divide , from south of Colorado Springs to the northern border with Wyoming . The orchid species occurs in mesic to wet unplowed tallgrass prairies and meadows but has been found in old fallow fields and roadside ditches . This species flowers from mid -June through early July. Based on aerial imagery , the project area is comprised of disturbed uplands and lacks the wetland component required for this species . The project is also surrounded by human disturbance . Critical habitat has not been designated for the species ( USFWS 2023e ) . This species is known to occur in Weld County, Colorado ; however, there is no suitable habitat based on aerial imagery . No impacts to this species are anticipated . A-3 Kimley *> Horn Whooping Crane ( Grus americanus) The whooping crane breeds , migrates , winters , and forages in a variety of wetland and other habitats , including coastal marshes and estuaries , inland marshes , lakes , ponds, wet meadows and rivers , and agricultural fields. Whooping cranes breed and nest in wetland habitat in Wood - Buffalo National Park , Canada . Bulrush is the dominant vegetation type in the potholes used for nesting , although cattail , sedge , musk-grass, and other aquatic plants are common . Nest sites are primarily located in shallow diatom ponds that contain bulrush . During migration , whooping cranes use a variety of habitats ; however, wetland mosaics appear to be the most suitable . For feeding , whooping cranes primarily use shallow, seasonally and semi permanently flooded palustrine wetlands for roosting , and various cropland and emergent wetlands . In Nebraska , whooping cranes also often use riverine habitats . Wintering habitat in the Aransas National Wildlife Refuge , Texas , includes salt marshes and tidal flats on the mainland and barrier islands , dominated by salt grass , saltwort, smooth cordgrass , glasswort, and sea ox-eye ( USFWS 2023f) . This species is known to occur in Weld County, Colorado ; however, there is no suitable habitat based on aerial imagery. No impacts to this species are anticipated . An additional two (2 ) listed species identified in the IPaC documentation should be considered in the effect analysis if water-related activities or use occur in the North and South Platte and Laramie River Basins as they may affect listed species in Nebraska ( USFWS 2023g and USFWS 2023h ) . These species include the piping plover ( Charadrius melodus) and pallid sturgeon ( Scaphirhynchus albus) . Colorado Parks and Wildlife Species Activity Map Listed Species within the Project Area Species Seasonal Use Black-tailed Prairie Dog Colony Potential Occurrence ( Cynomys ludovicianus) Overall Range Big Brown Bat Overall Range (Eptesicus fuscus) Bull Snake Overall Range (Pituophis catenifer sayi) Canada Geese Foraging Area (Branta canadensis) Winter Range Common Garter Snake Overall Range ( Thamnophis sirtalis) Common Lesser Earless Lizard Overall Range (Holbrookia maculate) Fringed Myotis Overall Range (Myotis thysanodes) Hernandez's Shod-horned Lizard Overall Range (Phrynosoma hernandesi) Hoary Bat Overall Range (Lasiurus cinereus) Little Brown Myotis Overall Range (Myotis lucifungus) Long-eared Myotis Overall Range (Myotis evotis) Long-legged Myotis Overall Range (Myotis volans) A-4 Kimley >>> Horn Species Seasonal Use Many-lined Skink Overall Range (Plestiodon multivirgatus multivirgatus) Milk Snake Overall Range (Lam propeltis triangulum) Mule Deer Winter Range ( Odocoileus hemionus) Concentration Area Overall Range North American Racer Overall Range ( Coluber constrictor) N orthern Watersnake Overall Range (Nerodia sipedon) Olive-backed Pocket Mouse Overall Range (Perognathus fasciatus) Painted Turtle Overall Range ( Chrysemys picta) P lains Gartner Snake Overall Range ( Thamnophis radix) Plains Hog -nosed Snake Overall Range ( Heterodon nasicus) P lateau Fence Lizard Overall Range (Sceloporus tristichus) Prairie Lizard Overall Range ( Sceloporus undulatus) Prairie Rattlesnake Overall Range ( Crotalus viridi) Preble 's Meadow Jumping Mouse Overall Range (Zapus hudsonius preblei) Pronghorn Winter Concentration Area (Antilocapra americans) Concentration Area Winter Range Overall Range Red Bat Overall Range (Lasiurus borealis) Ring-necked Pheasant Overall Range (Phasianus colchicus) Silver-haired Bat Overall Range (Lasionycteris noctivagans) S ix-lined Racerunner Overall Range (Aspidoscelis sexlineata) Terrestrial Garter Snake Overall Range ( Thamnophis elegans) Tri-colored Bat Overall Range (Perimyotis subflavus) Variable Skink Overall Range (Plestiodon multivirgatus epipleurotus) Western Rattlesnake Overall Range ( Crotalus atrox) Western Small-footed Myotis Overall Range (Myotis ciliolabrum) A-5 Kimley >>> Horn Species Seasonal Use White-tailed Deer Concentration Area ( Odocolleus virginianus) Winter Range Overall Range White-tailed Jackrabbit Overall Range (Lepus townsendii) References Colorado Parks and Wildlife (CPW) . 2022 . Wolf Management. Available at: https ://cpw. state . co . us/learn/Pages/CON -Wolf- Management . aspx U nited States Fish and Wildlife Service ( USFWS ) . 2019 . Species status assessment report for the eastern black rail (Laterallus jamaicensis jamaicensis) , Version 1 . 3 August 2019 . Atlanta , GA U SFWS . 2023a . Gray Wolf ( Canis lupus) . Available at: https ://ecos . fws . gov/ecp/species/4488 U SFWS . 2023b . Monarch Butterfly (Danaus plexippus) . Available at: https : //ecos . fws . gov/ecp/species/9743 U SFWS . 2023c. Preble 's meadow jumping mouse (Zapus hudsonius preblei) . Available at: https ://ecos .fws . gov/ecp/species/4090 U SFWS . 2023d . Ute Ladies'-tresses (Spiranthes diluvialis) . Available at: https ://ecos . fws . gov/ecp/species/2159 U SFWS . 2023e . Western prairie fringed orchid (Platanthera praeclara) . Available at: https : //ecos . fws . gov/ecp/species/1669 U SFWS . 2023f. Whooping crane ( Grus americanus) . Available at: https ://ecos .fws . gov/ecp/species/758 U SFWS . 2023g . Pallid Sturgeon (Scaphirhychus albus) . Available at: https ://ecos . fws . gov/ecp/species/7162 U SFWS . 2023h . Piping Plover ( Chardarius melodus) . Available at: https ://ecos . fws . gov/ecp/species/6039 A-6 r �a;r. X1 1:1 ark LIJLII bL, red —as United States Department of the Interior alate FISH AND WILDLIFE SERVICE '119 1i a• 4'91 Colorado Ecological Services Field Office -Air �i' ° Denver Federal Center P.O. Box 25486 Denver, CO 80225-0486 Phone: (303) 236-4773 Fax: (303) 236-4005 In Reply Refer To : April 04, 2023 Project Code : 2023-0064408 Project Name : Saddleback Subject : List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U. S . Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended ( 16 U. S . C . 1531 et seq. ) . New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402 . 12 (e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days . This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS -IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)( 1 ) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq. ), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U. S . C . 4332 (2) 04/04/2023 2 (c)) . For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402 . 12 . If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402 . In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http ://www. fws. gov/endangered/esa-library/pdf/TOC-GLOS . PDF Migratory Birds : In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act (ESA), there are additional responsibilities under the Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project-related impacts . Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U . S . Fish and Wildlife Service (50 C .F. R. Sec. 10 . 12 and 16 U. S . C . Sec. 668(a)) . For more information regarding these Acts see https : //www.fws. gov/birds/policies-and-regulations .php . The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities . It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus) . Proponents should implement conservation measures to avoid or minimize the production of project-related stressors or minimize the exposure of birds and their resources to the project-related stressors . For more information on avian stressors and recommended conservation measures see https ://www. fws. gov/birds/bird-enthusiasts/threats-to- birds .php . In addition to MBTA and BGEPA, Executive Order 13186 : Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations . Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https ://www. fws. gov/birds/policies-and-regulations/ executive-orders/e0- 13186 .php . php . We appreciate your concern for threatened and endangered species . The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Code in the header of this letter with any request for consultation or correspondence about your project that you submit to our office . 04/04/2023 3 Attachment(s) : ■ Official Species List 04/04/2023 1 OFFICIAL SPECIES LIST This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to " request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action " . This species list is provided by: Colorado Ecological Services Field Office Denver Federal Center P. O. Box 25486 Denver, CO 80225-0486 (303) 236-4773 04/04/2023 2 PROJECT SUMMARY Project Code : 2023-0064408 Project Name : Saddleback Project Type : New Constr - Above Ground Project Description : Site analysis Project Location: The approximate location of the project can be viewed in Google Maps : https : // www. google . com/maps/@40 . 673278249999996,- 104.93849064335032, 14z 3 t(4 t Counties : Weld County, Colorado 04/04/2023 3 ENDANGERED SPECIES ACT SPECIES There is a total of 9 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. Note that 3 of these species should be considered only under certain conditions . IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats " section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1 . NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. MAMMALS NAME STATUS Gray Wolf Canis lupus Endangered Population: U.S.A. : All of AL, AR, CA, CO, CT, DE, FL, GA, IA, IN, IL, KS, KY, LA, MA, MD, ME, MI, MO, MS, NC, ND, NE, NH, NJ, NV, NY, OH, OK, PA, RI, SC, SD, TN, TX, VA, VT, WI, and WV; and portions of AZ, NM, OR, UT, and WA. Mexico. There is final critical habitat for this species. This species only needs to be considered under the following conditions: ■ Lone, dispersing gray wolves may be present throughout the state of Colorado. If your activity includes a predator management program, please consider this species in your environmental review. Species profile: https://ecos.fws.gov/ecp/species/4488 Preble's Meadow Jumping Mouse Zapus hudsonius preblei Threatened There is final critical habitat for this species. Your location does not overlap the critical habitat. Species profile: https://ecos.fws.gov/ecp/species/4090 General project design guidelines: https://ipac.ecosphere.fws.gov/project/VFMF62L2UFCEFOZATOW6MBH7HQ/ documents/generated/6861.pdf 04/04/2023 4 BIRDS NAME STATUS Eastern Black Rail Laterallus jamaicensis ssp. jamaicensis Threatened No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/10477 Piping Plover Charadrius melodus Threatened Population: [Atlantic Coast and Northern Great Plains populations] - Wherever found, except those areas where listed as endangered. There is final critical habitat for this species. Your location does not overlap the critical habitat. This species only needs to be considered under the following conditions: ■ Project includes water-related activities and/or use in the N. Platte, S. Platte, and Laramie River Basins which may affect listed species in Nebraska. Species profile: https://ecos.fws.gov/ecp/species/6039 Whooping Crane Grus americana Endangered Population: Wherever found, except where listed as an experimental population There is final critical habitat for this species. Your location does not overlap the critical habitat. Species profile: hops://ecos.fws.gov/ecp/species/758 FISHES NAME STATUS Pallid Sturgeon Scaphirhynchus albus Endangered No critical habitat has been designated for this species. This species only needs to be considered under the following conditions: • Project includes water-related activities and/or use in the N. Platte, S. Platte, and Laramie River Basins which may affect listed species in Nebraska. Species profile: https://ecos.fws.gov/ecp/species/7162 INSECTS NAME STATUS Monarch Butterfly Danaus plexippus Candidate No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9743 FLOWERING PLANTS NAME STATUS Ute Ladies'-tresses Spiranthes diluvialis Threatened No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/2159 Western Prairie Fringed Orchid Platanthera praeclara Threatened No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/1669 04/04/2023 5 CRITICAL HABITATS THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 04/04/2023 6 IPAC USER CONTACT INFORMATION Agency: Kimley-Horn Name : Jesse Carlson Address : 380 Interlocken Crescent Suite 100 City: Broomfield State : CO Zip : 80021 Email jesse .carlsonkimley-horn. com Phone : 2532982432 CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Sewage Disposal Documentation No sewage disposal will be required for the operation of the Project . CBEP Solar 28 , LLC or its contractor will provide portable toilets during construction . (970) 425-3175 I INFO©aCLOUDBREAKENERGY.COM I CLOUDBREAKENERGY.COM CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Traffic Narrative 1 . Describe how many roundtrips/day are expected for each vehicle type : Passenger Cars/ Pickups , Tandem Trucks, Semi -Truck/Trailer/ RV ( Roundtrip = One ( 1 ) trip in and One ( 1 ) trip out of site) . • Maximum anticipated number of daily trips during peak period of construction : 10 - 15 vehicles per day during peak construction 7am - 3 : 30pm general hours Monday - Friday . • % of heavy vehicles during peak period of construction : 5 - 10% During first few months of construction . • Typical anticipated number of daily trips after construction is complete : 2 - 4 trips per year depending on O& M contract details . 2 . Describe the expected travel routes or haul routes for site traffic . • The primary haul/travel route will be East on CO - 14 , North on 1 -25 , East on CO- 1 , East on County Road 50, North on NE Frontage Road , East on County Road 58 , North on CO- 13 , and then arriving at the Western access point for the parcel . 3 . Describe the travel distribution along the routes (e . g . 50% of traffic will come from the north , 20% from the south , 30% from the east, etc . ) . • 100% of the expected travel will follow the primary travel/haul route detailed above . 4 . Describe the time of day that you expect the highest traffic volumes. • 7 : 00am - 3 : 30pm MAP OF PRIMARY ROUTE• i 1 ' r $ -"IR , ' r..,. =_ _ __,,w- _ _ _ - t 'di 4) 0 .1 it., , - _ • I I ! -1 i 46569 -46421 4114 i Op 4 telt ` " i` nilU\ jrijtnneitz ,fit It a w bt $ 13 lb t . I -a - r it ,�� i iir fie - -- 5 .40, _ 7 MI _ • *- _ i as . A a • n."4,1( .. • lip F a, r It Fibs_ vik I - ' € , " t 4 it 11 I:4, .,---- it _ '' ►- , L Ti - r iiiir %it'llI I ir 4 f ' 4 ir lb 4 _ _ ti i Ilkcia $FI t.H TI'' A 1 E i� i Ili [ 1. i Ri 22 min „_ _ ._ 1 ar f 112 :141 20 min , 1 min 1 w, 6 rilikks Ir miles III t -1/4 Ail s. _ 4 1 tit Pei A.IP L E H l L 4 a , ..� ill II I • , _, hill i We nip III t it - Kea- --* —Cil �y • . ifl glit d 'oor Living ft 4 , a .1 allik_ t ' ill /I fir..e it k _ Ti. � .b� I. I 1 I �� J j M � �'� I i4 , s, l / J) F I I rt . r#I � i ! ^ 4' .1 A 4 ' t4 14.:41 T Cr . I 1IP V s Pr IL nsr , a IA _f - 4 1 .. gral art 1 *IL* -, t 1 1 471 1* Lea Cuiinta Inn by Glen, SCI 'acts) Y.y r Ilr..lj 0 — I� II ,ri�, -, �{4 I , r, I+ KimIey ) o rn February 16 , 2023 Mr. Zach Brammer CloudBreak Energy Partners , LLC 218 S . 3rd Street Sterling , Colorado 80751 Re : CloudBreak - Saddleback Solar Traffic Study Letter Weld County , Colorado Dear Mr. Brammer: This traffic study letter has been prepared for the proposed CloudBreak - Saddleback Solar project located in Weld County , Colorado . The purpose of this letter is to provide trip generation , trip distribution , and project traffic assignment for the construction phase of the proposed solar project to determine the anticipated increase in traffic attributable to the proposed project . The proposed development is located on the east side of Weld County Road 13 (WCR- 13) between WCR-96 and E CO Road 58 . A vicinity map illustrating the location of CloudBreak - Saddleback Solar is attached as Figure 1 . The project will consist of a 1 . 5 MW solar facility with supporting infrastructure . A conceptual site plan for the proposed development is attached . This traffic study phases , and the expected trip distribution and traffic assignment . ) development during both construction and operational CONSTRUCTION ACTIVITY AND ACCESS Construction activity to assemble the entire solar facility is anticipated to commence Quarter 1 of 2024 . The construction activities each month may vary based on phasing and the size of the phase . This traffic study was prepared analyzing the peak construction traffic during the highest months of activity . Construction will generally follow these steps : • Mobilization • Civil/site preparation • Cable plow/foundations construction • Post install • Racking install • Substation construction • Set major equipment • Module installation • Testing , commissioning , and energization • Demobilization Regional access to CloudBreak - Saddleback Solar will be provided by 1 -25 and US- 85 . Primary access will be provided by WCR - 96 and E CO Road 58 while direct access is proposed from one full movement access on the east side of WCR - 13 . kimley-horn . com 1125 17th Street, Suite 1400, Denver, CO 80202 303 228 2300 CloudBreak — Saddleback ni le >> o rn Traffic Study Letter Page 2 The preferred access route to CloudBreak - Saddleback Solar from the Town of Wellington to the north is via the 1 -25 Frontage Road . The anticipated vehicle route to the site from Wellington is to travel south on 1 -25 Frontage Road then east along WCR- 96 , south along WCR- 13 , and then east into the project site access . The access route to CloudBreak - Saddleback Solar from the City of Fort Collins is via SH - 1 and 1 -25 while areas from south would be 1 -25 . The anticipated vehicle route to the site from Fort Collins is to travel east along SH - 1 , then east along E CO Road 58 , north along WCR- 13 , and then east into the project site access . The alternative access route from Fort Collins and other areas from south is from 1 -25 with an exchange to 1 - 25 Frontage Road at Mountain Vista Drive . From the 1 -25 Frontage Road , vehicles will travel east on E Co Road 58 , north on WCR - 13 , and then east into the project site access . Figure 2 illustrates the vehicle routes to and from the site . TRIP GENERATION Site- generated traffic estimates are determined through a process known as trip generation . The number of trips for the CloudBreak - Saddleback Solar facility was based on anticipated construction activity and operations . In order to study the effect of construction traffic created by the solar facility , the expected trips during the peak period of construction were used as the basis for this study . The peak construction traffic activity is anticipated to occur in 2024 . Construction Traffic Generation The typical construction peak season workday will see workers arriving during a four- hour window between 6 : 00 am and 10 : 00 am and departing during a three- hour window between 1 : 00 pm and 4 : 00 pm . The standard construction hours are anticipated to be 6 : 30 am to 3 : 30 pm . The highest proportion of workers will arrive to the site between 6 : 00 and 7 : 00 am ( half) and depart between 3 : 00 pm to 4 : 00 pm ( one-third ) , although the volume will be fairly uniform during the arrival and departure hours . It is anticipated that construction of the facility will include a maximum of 12 construction workers . It is important to note the truck trip generation also includes the volume adjusted for the three (3) passenger car equivalents ( PCE) per truck . The following Table 1 identifies the peak construction activity trip generation for the construction of CloudBreak - Saddleback Solar facility . Weekday Vehicles Trips Daily Round Daily AM Peak Hour PM Peak Hour User Trips Trips In Out Total In Out Total Heavy Duty Trucks ( 3) 3 6 2 0 2 0 2 2 PCE Trips 9 18 6 0 6 0 6 6 Passenger Vehicles ( 12 ) 12 24 6 0 6 0 4 4 Total Vehicles 15 30 8 0 8 0 6 6 Total PCE 21 42 12 0 12 0 10 10 As shown in the table above , CloudBreak - Saddleback Solar is expected to generate approximately 15 daily round trips (30 daily trips) with eight (8) of these trips occurring in the morning peak hour and six (6) of these trips occurring in the afternoon peak hour during the kimley-horn . com 1125 17th Street, Suite 1400, Denver, CO 80202 303 228 2300 CloudBreak — Saddleback ni le >> o rn Traffic Study Letter Page 3 peak construction activities . This volume of daily traffic of 30 trips is expected to be the highest volume generated during solar facility construction . Solar Facility Operational Phase Traffic Generation After the CloudBreak - Saddleback Solar project has been constructed , the number of trips generated by the solar plant is expected to be significantly less than during the construction period , approximately one vehicle per week (2 weekly trips ) . Therefore , traffic impacts related to the operation of the solar plant facility will be negligible and insignificant . TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT Trip distribution is based on the anticipated arrival location of employees along with the delivery route to be used for truck traffic. It is anticipated that truck traffic from the Town of Wellington and other areas to the north will utilize the intersection of WCR-96 and 1 -25 Frontage Road and use WCR- 96 to travel east to WCR- 13 and travel south along WCR- 13 to the project access . It is anticipated that truck traffic from the City of Fort Collins will use E CO Road 58 to head east to WCR- 13 and travel north along WCR- 13 to the project access . Truck traffic from the City of Fort Collins and other areas to the south will also use 1 -25 with an exchange to 1 -25 Frontage Road at Mountain Vista Drive while then traveling east on E Co Road 58 , and north on WCR- 13 to the project access . Construction worker trips will be based on the arrival location from place of residence ( permanent or temporary) . The distribution for construction worker trips was derived based on distances to nearby cities and populations . The Town of Wellington is located approximately 5 . 5 miles northwest of the site . Further south , approximately 14 miles southwest of the site is the City of Fort Collins . The City of Loveland is approximately 27 miles to the southwest , whereas the City of Greeley is approximately 30 miles to the southeast . Based on these factors , it is anticipated that 60 percent of the traffic will be to and from the south and 40 percent of traffic will be to and from the north . Attached Figure 3 illustrates the anticipated trip distribution . The project traffic assignment for vehicles is shown in attached Figure 4 . CONCLUSION In summary , the CloudBreak - Saddleback Solar construction project traffic assignment shows a very low traffic volume assigned to the surrounding street network . Further, trips are negligible during the operational phase of the solar facility . Based on these results , CloudBreak - Saddleback Solar will have a minimal traffic impact . The public street roadways and adjacent intersections are anticipated to successfully accommodate this project traffic volume . If you have any questions or require anything further, please feel free to call . Sincerely, KIMLEY- HORN AND ASSOCIATES , INC . , isiAl: ,53006b. eturvoski • • i 02/16/2023 ie. Jeffrey R . Planck , P . E . \ i �*i , 01110$ Ct-t-C3 Project Traffic Engineer1.44 ,/ r � �' � kimley-horn . com 1125 17th Street, Suite 1400, Denver, CO 80202 303 228 2300 Figures Amity*Ko-TAN -1n1-CSR—rH- NTS 196664000 rniiii;isip„,-4- . . N v — , r _ 1 • _ • 1 tp y ti ti f, _ • �� It i it 4. '"ice- il A; , It"' � '. • `� • 1•r - y- ' 44 ��. it --1 Iry } It is. 'J i�� Al at litt-I ' " ; I r I a • .1/4' A .. 1 . .. ... . 1 . • • • II -A oilli 1 . ,1 WCR— 1 00 4 _ . r + r '" - ~ 1�+ 's i .. . ( 1. . . - -- - - - a- . 1 • • 141C • g . c . a, —. 40.0r. pi. 4 i WCR-98Illti i , ailmolotTh • Ill 1101 . i • r . . . ...., :Et 111 al • ! PI O. r 1114 r WCR-96 ' a �r illIK- ` ir t _ . r 1 ...zia, • • ri -A + * ` a �' ' •r a) 1, A - 111 II • J J �., fl - _- !— , 1 _ 1_ ry..r 1 Ilk' *Mb .. t ". K? .r r. _ • I l .` I III I I _ -' ,4 �. _ ,i�._ �- �' r � . �S •, .tit ; �. f //'if N. • I -/^ Y r,. ., •I•• . 4 TI. �. M » . le p f-. ' 1" '!. .N .M• • CC I it `• 1 ! _ , • . 1ib'Ai . 1III •. •tsi _ ... 14i .4 4 1 ii. ; t Liii fig gig - slealle P 1 ell is- i --#-°\—...--.N. ii t t rirtrAb' 4 a II t • c gri I , V .4 44 ' 0 • , 47 •: 14 l k •ic( I .v 1b, arI'M r a• • 4 -, eili 41 ! „,ii , ren i i • • WCR90 _ `1•4 . 41% • r 7 1 P • S sa litl .._ el _i ‘1 c I - 4,4,4„ . , 1•••• It* . • .. \ ., t,_ -ter * . % 4,. ri a (IP ,- a -. FIGURE 1 CLOUDBREAK - SADDLEBACK WELD COUNTY , COLORADO VICI N ITY MAP _ am NORTH NTS 196664000 -r61�;0. I" � WCR- 98 - - _ I { iq :_ F 4p IS IT a 1441/21V glow --Iii I: Silk 0. or -�jJW ; fl]? � iblilliP 41 WCR- 96 lh kill •P I I 1 ,.,� r �t• M Ir �• C) I ..! ail' ..1 T. 1 L • I‘IM I-01---_ { • 1111.•wl . • _ L -- (f r ' e—I fir �� - 1 hi. l • . _ - 1 _ . , el,. .•O4 , . .. V is '` ,� {• %• ' ;Ta it • poj [_ (�; [ CD , Lili {, 4 I : kr' I . . ifil • A. ., i c a . La _ • ' LI— 4 1 ,� I i Z . L. r ide 1 1iir ■fCR— 7U • Si a#1:iiill‘- - , I aph if It • 411kibirr:1 4 1' b 2 ii ti i •y 1 ...fir 1 ! . �� • ' , G , ' t • 4, i . . -4 gli kk t._ %. — .s. . Li,, Air • It i ' — ' of ti t a' % Air t a. r if/ it lillishilli FIGURE 2 LEGEND CLOUDBREAK - SADDLEBACK Droposec Truck route WELD CO UN TY, COLORADO TRUCK ROUTE I N Kim' • 4 Horn NORTH NTS 196664000 11111ri 411. -art f . . , ' -Ic! alle . -- -. ,_ , jibe j 4. Ike lir I -it . a std Li • . . ! ' 4 r a 4++ i ' _ , , 'y - _ ' -,,. takiI ' -. a, ' . 4 _._ 0: f' RCJECT I — SITE .... Pi I c+J : I - • , re---," i - 1 ...aikaisp._ - - M ` Ae lirr• Jr- 1 it * _ . - arippitokke a It .W~ i� _ r j� • • 0 [40%] O 1 C k,-- [60%] I 0 cl (O CWCR- 13 ACCESS ) LEGEND X Study Area Key Intersection XX% External Trip Distribution Percentage FIGURE 3 CLOUDBREAK — SADDLEBACK xxz xxY] Entering [ Exiting ] [ Trip Distribution Percentage WELD COUN TY, COLORADO PROJECT TRIP DISTRIBUTION ( Kimie H si, I N IGmi • 4 Horn NORTH NTS 196664000 Se ta, - ria 40 i• • al. 4- - 4. Ott I Da � �L,. ate. • : .l� r.� 4 . W a ♦ =.¢1.r. % `R s `a ' ,{ _ c-H t els I 1 114;4 I ,.. ---� ACCESS __.- • } ' ll - r - I I - - -.,.. . 4 ,*C _._ - 3 PROJECT t - SITE .... P I 16 rr---,-'.„ 11 00 iorl% . , . 1 4 .3'1 . , • r .�rli . . . - J = - 0 ic• _ I ., x lislialiPaikr- - - ... \1/4, • 0, r _ _ 1_., __ 0(2) 0 co Cz - OM) r 0 in , CWCR- 13 ACCESS ) LEGEND FIGURE 4 (x) Study Area Key Intersection CLOUDBREAK - SADDLEBACK xxx ( xxx ) Weekday All ( P11 ) WELD COUN TY, COLORADO Peak Hour Traffic Volumes PROJECT TRAFFIC ASSIGNMENT : XXX Estimated Daily Traffic Volume CONSTRUCTION ACTIVITY Conceptual Site Plan 0_ o_ USE BY SPECIAL REVIEW USR XX XXXX Q W Q >_ SADDLEBACK SOLAR PROJECT WELD . I i COUNTY I I Z EXISTING DIRT ROAD SEE TURNAROUND DETAIL . I IP- - SHEET 3 . 0 DETAIL 3 le _ I ZONE : AG LTIT� AL PROPOSED GRAVEL ACCESS ROAD PARCEL : 055507000023 EXISTING FENCE PROPOSED OVERHEAD POWER POLES 0 II OWNER : KUCK THEODORE , 11 VEHICULAR ENTRANCE GATE Q II LINDSIE .......L___ _ 9 EXISTING APIARY BOX - MMEMMEMEMEM ,� �., _ _ " �, 0 nibt *mar _ _- - '�' O z _ A. V >- EXISTING MAILBOX � „y;', }` _ X X W - . - - - - - - PROPOSED EQUIPMENT m � � � 40 ^�- co LO �-�IJ 1.: _ . . .- �. �.�.�.�i�♦�I�I�I�I�I�I�I� I I I I I I I L♦ _ r Cr) - - . -. i I I I I I I I I I I .� I I I I ICI - - --- � ��I�I�I�� PADS . SEE SHEET 3 . 0 Z - - ♦ ♦ I / I I I i I i / I I I I I i�� .�.�.._.. ._. .._ _ 1# DETAIL 4 �( Ln - . . ._ - - ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �j��i� *.$1. .I_.�.♦ tsi�.� � �I_.s..�i� .. X ` � �, � � ' A WI A ,, W _ 'A RIMER I M E R COUNTY � � - - - - - - - - -� .- .- . . ._ ._ ._ ._._._.-..�.�.�.�.�.�.�.�♦�♦�♦�♦�♦��i�i�i�i�i�i�i�i�i�i�i�i�i�i�i i i i - - - - - - - - - - . . . . -ms,vws ♦ ♦ ♦ ss $ III ,VIRRWRRRAR i � i � ii � � iiiiiii�*. .S.�.. . .s•... .4.s z • - - - - - - - - . . .� -i _i _� -♦•♦•♦`♦•♦` •��j�j�j�j�j�j�j�j�j�j�j�j��j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�j�i�i_ O �'j' x : °° - - - - - - - - • - - • _• -• _� _� _� _ - - `s`si♦`��`��s��` `I`g$43 I�I�I�I�I��5��IAliiiI��•�� ststsAssasAsseststststseststseststststs$444•••i•SIsistisisis ststt t. - Q ARCEL :C E L . 8812000018 'I`• - - - - - - - - • - -- -� -• -� -� - -♦- -♦ ♦��I`I`I`I`I`I`I`I`I`I`I`I��I`I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I��I�I�I�I��♦� �� .�.�.�.�.�.�.�..... •i .I�I�,►.I�I.I.I.I.I.I.I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�� ♦ ♦ ♦ ♦ ♦ �,�,�i� - - - • �I�I�,►�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I`I�I�I�I�I�I�� ♦ ♦ ♦ ♦ ♦ ♦ - - - - - - � i ► ♦ ♦ ►� ♦ ♦ ♦ ♦ ♦ ♦ -�j�j�♦�i�i�i�i�i�i�.�.�.�.�.�.�.�. � �I�I�I�I.I.I.�.�.�.�.�.i�i�i�i�i�i�i�.�.�.�.�.� � �I�I�I�I�I. .�.�.�.1. - - -��i�i�iN.V.N.W.‘.�. . . .L� \U r \ I. % % O WNER . KUCK THEODORE A ��•.. -�. _.�.�. _D �� , , , 1 ZONE : AGRICULTURAL PARCEL : 055507000029 I OWNER : KRUSE FARM J �� COMPANY LLC U w PROPOSED PERMANENT u) EXISTING BUILDING STORAGE TRAILERS I X Z 1 L LLI 1 - - PROPOSED TEMPORARY x L Es 0II CONSTRUCTION TRAILERI ' pi. < 1 ll N 882 ,,,, E,q RES T R 0 Es�oE N �Ig L z BU 0 _,, 1LD/NG PROPOSED UNDERGROUND POWER x cc 1I E.1 w PROPOSED POWER CONNECTION m 1a-Tii. '>) L I 2 co z EXISTING 15 ' PSCO ESMT.0 I z F U IIIME x z I CD Q EXISTING 30 ' R . O . W. 0 o z 1 L w o a x I o z (� 0 1 I I I , I , I I I I I I I L Q i F 0 00 O ,\ N DQ O CN Q 53 . 1 xI ,\,i\ 0 r - z w 0 � 0 z � 1 I / Q W EXI STI N G 10 ' PSCO ESMT. x L _ zI- o 1 VCT; § cn EN z I 53 . 0 ' 0 ^ 0 LI-I lim z / �,op i w U CO D ,� x W _ LARIMER R I M E R COUNTY / ('''� O 11 - J I 8 PARCEL . 8812000019 / o `� OWNER : KARULF ROBERT L s Z 1 / E ro _,,, , = U w i PROPOSED 19 . 4 ACRE LEASE AREA ■ N QQ ll C\1 in > � w ON � N ° I x o . . w E o w CC li eilla PROPOSED SECURITY FENCE DESIGNED BY: JCH NRI ? 1 / Y DRAWN BY: JCH CHECKED BY: AJH r` ° 1 DATE : 04 /27 /23 IM / N Cl, __ I II W ecl /Ir I / x O / ZONE : AGRICULTURAL � Q � I / w / PARCEL : 055507000022 11 EL EL OWNER : BYRNES JOHN z .. .' 1 SCOTT TRUST - y OF- 01 / PROPOSED PV PANELS y _ - U o z cpi / H o I / o � 0 I / z o wI Ia I , , , , , , , , 1 _ o I • / � z / ii 0 1OS w / 'rn, +� 0O / Up0 _Up 0 I- X > C E. / 0 1 O E I / x _ � zLJJO __ z w Ct I X Q Q � � 1 I x X � N - o � I Lt o � 1 a � oww CL Q2 0.0 zi. : 'r -- - ! ! J 1— OU 0 _ _ _ _MEI --al W 0 En 0 CO - O I � 0 ›- ZONE : AGRICULTURAL 0 w PARCEL : 055507300003 W OWNER : DOBBS CHESTER o , I I EXISTING FENCE w CO CO O 0 DENISE .•- 0 o � �, z Lw_ I OD CL FC5- 0 I 0 >z CQ LEGEND O ‹ oz SITE STATISTICS SITE PLAN GRAPHIC SCALE IN FEET EASEMENT OH PROPOSED OVERHEAD ELECTRIC W (1) 0 50 100 200 0 COVERAGE TYPE AREA ( SQUARE FEET) IH MMEM !!! MMEMMEMEM - - ------- PROPERTY LINE OH EXISTING OVERHEAD ELECTRIC o z NORTH o2 W EXISTING ROAD PROPOSED SETBACK o 0 CONCRETE 1 , 375 co 0 X PROPOSED FENCE PROPOSED SOLAR PANEL Z PRELIMINARY `O `-' GRAVEL COw 50 , 100 (-, o%9 EXISTING FENCE FOR REVIEW ONLY I- LANDSCAPING XI TIN IN ' ` ` , , ' PR P R A NOT FOR NA E S GGASL E iiii ` � 0 OSED O D ` � ��t��t � CONSTRUCTION L U m Z SWALES NA � - LEASE AREA � U o mleyHorn U D �, E PROPOSED ELECTRIC PROPOSED POWER POLE KimleY-Horn and Associates, Inc. U GRASS /VACANT 424 124 - EXISTING RIGHT— OF — WAY PROJECT NO . SOLAR RACKING 196664000 o W 102 , 820 L - - Xk ;� EXISTING MAJOR CONTOUR /� _ _ DRAWING NAME - X XX - EXISTING MINOR CONTOUR ;; 7.-3A.. A _ Iw PROPOSED PERMANENT 8c TEMPORARY z � C _ _./ M. 11 [1 �V �.YW AT ' (, l 1171'1 _ C. :', 1- L #iF1 AWE YOU PIG O 0t \ TRAILERS •� 2 . 0 CBEP SOLAR 28, LLC PO BOX 1255 STERLING , CO 80751 (970) 425-3175 CLOUDBREAK INFO c©CLOUDBREAKENERGY.COM DATE: April 24 , 2023 PROJECT: Saddleback Solar Project SUBJECT: Utility and Other Infrastructure Owners Infrastructure Owner Name Address Pipeline Easement Public Service Company of 1800 Larimer St, Denver, CO Colorado DBA Xcel Energy 80202 (970) 425-3175 I I N FO©a CLOU DBREAKEN ERGY.COM I CLOUDBREAKENERGY.COM ERGY.COM Saddleback - CBEP Solar 28 Neighborhood Meeting Minutes Greeley Recreation Center Thursday, Aug 10 , 2023 Start Time : 6 : 30 PM End Time : 7 : 30 PM Speaker: Becca Gallery In Attendance : There were no attendees for this neighborhood meeting . Neighbor Correspondence : None recorded . FOR COMMERCIAL OR INDUSTRIAL BUILDINGS , PLEASE COMPLETE THE FOLLOWING INFORMATION : Business Name : CBEP Solar 28 , LLC Phone : (970) 425-3175 Address : PO Box 1255 City, state , zip : Sterling , CO 80751 Business Owner: Cloudbreak Energy Partners, LLC Phone : (970) 425-3175 Home Address : PO Box 1255 City, state , zip : Sterling , CO 80751 List up to three persons in the order to be called in the event of an emergency: NAME TITLE PHONE ADDRESS Zachary Brammer COO (970) 425-3175 PO Box 1255 , Sterling , CO 80751 Becca Gallery Partner (970) 573-6440 PO Box 1255 , Sterling , CO 80751 James Cleland CEO (970) 425-3175 PO Box 1255, Sterling , CO 80751 Business Hours : 8-5 Days : M-F UTILITY SHUT OFF LOCATIONS : Main Electrical : Depicted on USR Map Gas Shut Off: N/A Exterior Water Shutoff: N/A Interior Water Shutoff: N/A 07/22 12 Weld County Treasurer Statement of Taxes Due Account Number R0043688 Parcel 055507000022 Assessed To I3YRNES JOHN SCOTT TRUST 46246 COUNTY ROAD 13 FORT COLLINS,.. CO 80524-9100 Legal Description Situs Address 23798-C N2SW4 7 8 67 46246 COUNTY ROAD 13 WELD Year Tax interest Fees Payments Balance Tax Charge 2022 $851 .76 $0.00 $0.00 ($851 .76) $0.00 Total Tax Charge $0.00 Grand Total Due as of 04/24/2023 $0.00 Tax Billed at 2022 Rates for Tax Area 0915 - 0915 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15 .0380000* $353 . 85 AG-GRAZING LAND $ 1 ,605 $420 SCHOOL DIST RE9 22 . 8380000* $537.39 FARM/RANCH $332,575 $23, 110 NUNN FIRE 3 . 5940000 $84.56 RESIDENCE-IMPS AIMS JUNIOR COLLEGE 6.3070000 $ 148.41 Total $334, 180 $23,530 HIGH PLAINS LIBRARY 3 . 1810000 $74. 85 WEST GREELEY CONSERVATION 0.4140000 $9.74 Taxes Billed 2022 51 .3 720000 $ 1 ,208 80 SENIOR ($357 .04) Net Taxes Billed for 2022 $85L76 * Credit Levy 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 . 4"5--Co-st. O bô Weld County Treasurer' s Office .18.5s1400 N 17th Avenue PO Box 458 Tor_Hiwise , Greeley , CO 80632 70-400-3290 � Phone: 9 Ordinance ,to the Weld County Subdivision ® , the attached Statement of Taxes Due issuedevidence that as of this date , all current and prior year by the Weld County Treasurer are paid related to this parcel have been paid in full . - r 1 ki I � ,� 09-4 �^ 9- Ns) Date :osi Si gned : g ned Hello