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Home My WebLink About20231335.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION (Attach additional sheets if necessary.) Is the property currently in violation? SI No /❑Yes Violation Case Number: S ite Address: 'la Parcel Number: 1 Zoning District: A9 0 5 7 _ 2 _ 0 _ 0 0 0 8 1 Within subdivision? No I. Yes Townsite? 4No /UYes If yes, subdivision or townsite name: P roperty Acreage: 55.5 Facility Acreage: 121 Floodplain No /UYes Geological Hazard No / Yes Airport Overlay No / Yes MS4 ✓ No / Yes PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Roberta McGregor Company: Blake Farms LLC Phone #: 949.436-1736 Email: BlakeFarmsLLC@gmail.com Street Address: 22440 COUNTY ROAD 35 City/State/Zip Code: LA SALLE, CO 806457807 Name: Dorothy Davis Company: Blake Farms LLC P hone #: 949.436-1736 Email: BlakeFarmsLLC@gmail.com Street Address: 22440 COUNTY ROAD 35 City/State/Zip Code: LA SALLE, CO 806457807 APPLICANT/AUTHORIZED AGENT (Authorization must be included if there is an Authorized Agent) Name: Kyle Sundman Company: Pivot Energy P hone #: Pivot Energy Street Address: 1750 15th St, Suite 400 Email: 105712000081 City/State/Zip Code: Denver, CO 80202 1 (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,, al fie-e,,owners must be included with the application. If the fee owner is a corporation, evidenc : i ,1 6 d indicating the signatory ha a eg I authority, to si , for the corporation. /2°12Z.--, +/' 1' d 3 _ok _ V ,K i Signature Date Signature Erik Davis for Dorothy Davis Print Roberta McGregor Print Date l-. 8/13/21 8 [.><lDistnct Court ]Denver Probate Court WELD County, Colorado Court Address: 915 Po Greeley, 10th Box Street 2038 Co 80632 DATE. FILED: Jul Y 12, 2017 CAE NUMBER: 2017PR30402 In DOROTHY Deceased the Matter J. of the DAVISalso Estate of: known as DOROTHY BLAKE DAVIS Case Division: COURT Number. 1 17 USE ONLY PR 30402 Courtroom: ORDER FOR INFORMAL PROBATE OF WILL AND INFORMAL AP POA T E T OF PERSONAL REPRESENTATWE Upon consideration of the Application for Informal Probate of Will and informal Appointment of Personal Representative filed by Erik Davis(Applicant), on July 12'1,2017 (date), THE REGOSTRAR ,, DETERMINES AND ORDERS: t. The Applicants are interested persons and has fr ed a complete and verified application. 2. The Decedent died on February 28, 2017 (date) and 120 hours have elapsed since the Decedent's death. If the Decedent was not a resident of Colorado, 30 days have elapsed since the Decedent s death, or the Personal Representative sentative appointed at the Decedent's domicile or residence is the Applicant. (§15-12-307, C.R.) 3. The Decedent was domiciled or resided in the City of LaSalle, County of Weld, State of Colorado. 4. Venue is proper in this county. 5. The Application was filed within the time period permitted by law. 6. Any required notices have been received or waived. 7. The Decedent left a Will dated July 24, 2002. The dates of all codicils are February26, 2004 and January 11. 2011. The Will and any codicils are referred to as the Will. The original or e -filed copy cf the duly executed, unrevoked Will is in the Registrar's possession. There are no known prior Wills which have not been expressly revoked by a later instrument. The Will is admitted to informal probate. 8. The following person is qualified to serve and is appointed as Personal Representative. - Name: Erik Davis Relationship to Decedent: Son Street Address: 26411 Via i^lor City: San Juan Capistrano State: CA Zip Code: 92675 Cell Phone #: 949-436-1736 Email Address: edavis ltriumphgr•oup.corn 9. Appointment is made without bond in unsupervised administration. 10. Letters Testamentary shall be issued. Date: July 12th, 2017 44, egistrar �Ar i k1/4, J F 913 1/09 ORDER FOR INFORMAL PROBATE OF WILL AND INFORMAL APPOINTMENT OF PERSONAL REPRESENTATIVE l ) A i L NUJ): : 'Leh/ 12, 2017 ►i4 District Court IIDenver Probate Court WELD County, Colorado Court Address: t' Avenue Po Greeley, Box & 1treet 2038 CO 80632 In the Matter of the Estate of: itiat A. DOROTHY.). J. DAVIS also known as DOS OTIP: R1J d, K 1s; DAVISCOURT USE ONLY Deceased Case Division Number: 1 17 PR Courtroom 30402 LETTERS IiITESTAMENTARY I OF ADMnTSTATUON Erik Davis (name) were appointed or qualified bar this Court or its Registrar on July 12m 2017 (date) as: Personal Representative. Successor Personal Representative. The Decedent died on February 28. 201 '(date). These Letters are proof of the Personal Representative's authority to act pursuant to §15-12-701, et.seq, C.R.S. except for the following restrictions, if any: none Date: July _ 2 , 2017 Probate Registra Clerk of Court Certified to be a true copy of the c 7.72, 'rC ►C ATii �1y ndtobeinfullforceandeffectasof VIC1$ sitit 1 2 2011 '4 (, I 4I' h r Date Pro } istr r puty)Cler of Court JOE 915 1/09 LETTER TE TAPIAENTARY/OF ADMINISTRATION ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of Ca lifor County of • before me, 6,1/11Q_ a/‘ Saki/ s (insert name and title of the/officer) personally appeared �� .!!� � �L r Cilte who proved to me on the basis of satisfactory evidence to berth rson(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), car the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal_ Signature (Seal) PAMELA DAVIS 'r Public ' California it it Orange County Commission 0 2340300 r My Comm. Expires Dec14, 2024 J • ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County ofi 0 (int:: Q. a ) - � D � �� before m� r,�i"��.JLl ✓1 S �� `� (2,4 AL On C` � (insert name and title of the oFlrcer) personally pp appeared leer C who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies ), and that by his/her/their signature(s) on the instrument the persons I. or the entity upon behalf of which the person(s) acted, executed the instrument. 6tdij I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) SF PAMELA DAVIS PIotary Public - California Orange County Commission 12340300 My Comm. Expires Dec 14, 2024 l Delaware The First State Page 1 JEFFREY W. BULLOCK, SECRETARY OAF STATE OF THE STATE OF D : R.E r DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF FORMATION OF "PIVOT SOLAR 33 LLC", FILED IN THIS OFFICE THE THIRTIETH DAY OF MARH ,, A.D. 2022, AT 5.32 O' CLOCK P. M. 6714161 8100 SR# 20221240867 You may verify this certificate online at corp.delaware. ov/authver.shtm1 J��1rr•, r YO Lit ih cI Authentication: 203080693 Date: 04-04-22 State of Delaware Secretary of State Division of Cmporations Delivered 05:32 PM 03/3012022 FILED 05:32 PM 03130/2022 SR 20221240867 - eNumber 6714161 STATE OF DELAWARE CERTIFICATE OF FORMATION OF LIMITED LIABILITY COMPANY The un ersi . ed 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. The name of the limited liability company is Pivot Solar 33 LL . 2. The Registered Office of the limited liability company in the State of Delaware is ]located at 1013 Centre Road Suite 4O3e street), in the City of Wilmington , Zip Code 19805 . The name of the Registered Agent at such address upon whom process against this limited liability company may be served is Vcorp Services, LL' . Authorized Person Name* Print or Type EXHIBIT D FORM OF SHORT F O ''1 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: (Space above this line for Recorder's use only) SHORT FORM OF SOLAR LEASE THIS SHORT FORM OF SOLAR LEASE ("Short Form") is made and entered into as of OO- r rj , 2021, by and between Roberta A McGregor and Dorothy ,l Davis whose residence/mailing address is 22440 County Road 35, La Salle, CO 80645 ("Owner"), and Pivot Energy Colorado LLC. a Colorado Limited Liability Company, whose address is 1750 15th Street, Suite 4400, Denver, CO 80202 ("Company") (Owner and Company the "Parties" and each a "Party"), and provides as follows: vITNESSETH The Parties agree: 1. The Parties have entered into a Solar lease ("Agreement") dated as of 0c4r l p t ("Effective Date"). The Agreement grants Company exclusive rights in and to certain land more particularly described in the attached Exhibit A ("Land") as well as in and to any easements, rights - of -way, and other rights and benefits relating or appurtenant to the Land ("Property"). The Agreement also restricts certain uses of and grants certain interests in and to the Property. ?`. Generally, the Agreement: (a) concerns the development of solar energy project(s) by Company involving the Property ("Project"); (b) grants Company easements, leases, and other rights related to the Property; and, (c) limits, prohibits, and restricts other development I P or use(s) of the Property that interfere with the rights granted Company by the Agreement. 3. The Agreement consists of two periods — a "Development Term" and an "Operations Term" (together the "Term"). The Development Term is one (1.) years from the Effective Date with three (3) additional one year extensions. The Operations Termstarts on the earlier of (a) Company's notice to Owner of the start of the Operations Term, (b) the date that twelve(12) is months after the date of the start of construction of the Project as set forth in a notice from Company to Owner; or, (c) the first day Project Pro' ect delivers electricity in commercial quantities (excluding test energy) and continuing thereafter until the date that is twenty one (21) years after this date. By notice to Owner, Company has the right to extend the Operations Term for up to two (2) additional consecutive periods of ten (10) years each. 4. By the Agreement, Owner grants Company certain exclusive and non-exclusive rights. For the Development Term, Owner grants Company exclusive rights to the Property for performing "Development," which means (a) all actions, studies, and tests related to the evaluation and investigation by Company of the suitability of the Property for solar energy development, Pte'p , including performing the following on the Property: (1) inspections and surveys; (ii) archaeological, avian, geologic, and soils studies and tests; (iii) electrical interconnection and transmission studies and tests; (iv) environmental inspections, studies, and surveys; the operation of equipment for evaluating, measuring, and monitoring meteorological conditions; and, (vi) conducting meteorological studies and tests and (b) construction of the Project including of those systems authorized to be located on the Property during the Operations Term. For the Operations Term, Company will have exclusive use and possession of the Land and to the extent permitted under the pertinent grant/right to Owner exclusive right to all other parts of the Property. Company will have the right to use the Property for Development and for testing, permitting, construction, operation, maintenance, repair, replacement, repowering and decommissioning of the Project and for all uses contemplated in the permits or authorizations relating to the Project, including all activities necessary, incidental or convenient to that use, and any other lawful uses consistent with the operation of the Project, including,the following activities (collectively, the "Intended Use"): As Company deems necessary in its sole discretion, whether on or off the Property, Company may erect, relocate, repair, replace, maintain, operate and remove (a) on and from the Land solar energy measurement, collection, conversion, and generation systems and equipment of any type and quantity, including fences, foundations, racking systems, ystems, inverters, converters, substations, interconnection and switching facilities, tracking systems, buildings, and other equipment and improvements for the conversion of solar energy into electricity and for the storage of such electricity and (b) and on and from the Property transmission, distribution, and communication lines., poles, anchors, support structures, underground cables, and associated equipment and appurtenances, and roads. Any such equipment, facilities or other improvements erected or constructed on the Property are referred to as the "Improvements"; Company may remove, trim, prune, top or otherwise control the growth of any tree, shrub, plant or other vegetation or dismantle, demolish, and remove any improvement, structure, embankment, impediment, berm, wall, fence or other object, on or that intrudes (or could intrude) into the Property or that could obstruct, interfere with or impair the Project or the a Intended Use, as well as perform grading on the Property; Company may occupy, use, renovate, rebuild,, demolish, and/or remove any existing structures on the Property, including use of any structures as office or livingquarters in connection with construction, operation. and management of the Project; and Company may control and restrict access onto and over and across the Property. Owner consents to Company's location of the Improvements at any location on the Property, including at or near property lines, 5. The Agreement also, among other things: (a) restricts Owner's access to the Property during the Term; (b) requires Owner to grant such further easements for access and utility pu rposes rp oses as Company may require; (c) prohibits an) activities, whether on or off the Property, that interfere with the passage of sunlight on to the Property; express ; (d) includes an grant of a solar easement as described in Colorado Revised Statutes 38-32.5-100.3 et seq; (e) includes a mechanism for dividing the Property into multiple separate leases for separate projects;(f)includes a waiver P by Owner of any interest in the Improvements, including any potential lien rights; (g) addresses the rights of the Parties in the case of a condemnation of all or part of the Property; (h) authorizes Company to satisfy Owner's obligations that may become a lien or encumbrance on the Property or Improvements; (i) includes limited remedies and prohibits certain re n edies; and, ) includes limited bases for termination. 6. The Agreement a s with the Property and includes a quiet enjoyment clause. 7. The Agreement includes broad assignment and finance -related provisions in favor of Company, including: (a) the right of Company and its assignees to assign by assignment, lease, or sublease, or a grant of licenses, easements, sub -easements or co -easements) all or part of their rights under the Agreement and/or the Improvements, including for collateral security purposes; (b) the right of Company or its assignees to mortgage the Leasehold Estate and the Improvements; (c) the obligation of Owner to give Company and Lender notice of defaults; (d) the right of Lender or assignees to exercise Company's ri rights under the Agreement Bement and/ora g take title to the Leasehold Estate, Improvements, and/or Company's rights under the Agreement (but as provided for in the Agreement Lender have no obligations under the Agreement unless and until they hold a direct interest in the Property); (e) limited bases for termination (i.e. only in the case of uncured monetary defaults and after expiration of all applicable cure periods);cure rights in p' � (0 g favor of Company. assign and Lenders and separate cure periods for Company and Lenders ; and (I) the obligation of Owner to execute a new lease if the Agreement is terminated. 8. The conditions, covenants, definitions (including the definition of capi talized italized terms not defined in this Short Form), limitations, restrictions, and terms governing the encumbrances imposed on the Property, restrictions on use of the Property, and rights granted in and to the Property are set forth in the Agreement. Without limitation, and except t as expressly authorized P p' y by the Agreement, these include Owner's covenant to not grant any third party rights hts to evaluate ri or develop the Property. Also, the Agreement specifies limitations, requirements, and/or restrictions, on: (a) the conveyance and development ofmineral rights associated with the Property (including a surface use relinquishment by Owner, as well as a requirement that mineral � any interest owners enter a surface use or accommodation agreement with Company); (b) interference with the Project and/or with the rights granted in the Agreement; reement; and/or, (c) "severance" . � e of solar rights associated with the Property or revenue related to the Agreement. 9. Also by the agreement Owner covenants: (_a) to obtain for the benefit of Company a none disturbance and subordination agreement from each holder of an interest in the Property; (b) to amend the Agreement as Company may request in connection with its financing; and, (c) to execute consents and estoppel certificates as Company may request from time -to -time. 10. The Parties have executed and recorded this Short Form for the purpose of giving record notice of the Agreement, of the exclusive easements, leases., and rights it grants, and of certain restrictions it imposes. All of the conditions, covenants, and terms regarding the Agreement are more particularly set forth in the Agreement, which is incorporated by this reference. In the event of any conflict between the conditions and terms set forth in this Short Form and the conditions and terms set forth in the Agreement, the conditions and terms of the Agreement will control and govern. This Short Form may be executed and/or recorded in counterparts. SIGNATURE PAGES FOLLOW OWNER. SIGNATURE PAGE TO SHORT FORM OF SOLAR LEASE N WITNESS WHEREOF, the Parties have executed this SHORT FORM OF SOLAR LEASE as of the date set forth above. OWNER: Dorothy J. Davis er;T\cx4e., STATE OF ra �/'r) COUNTY OF J )ss. Or / 17- 20 1 , before me, the undersigned, a Notary Public in and for said County and State, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the within instrument. WITNESS my_ hand and official seal. Notary Public Commission Expires: i d•/1 Q ot PAMELA DAVIS Notary Public - California Orange County Commission f 2340300 My Comm, Expires. Dec 14, 2024 OWNER SIGNATURE PAGE TO SHORT FORM OF SOLAR LEASE IN WITNESS WHEREOF, the Parties have executed this SHORT FORM OF SOLAR LEASE as of the date set forth above. OWNER: Roberta A McGregor //0 41,40,4...„ te‘rd i) STATE OF C. COTYOFS Sit eD )ss. On 1 l ' • 20 O1 1' before me, the undersigned, a Notary Public in and for said g saibounty and State, personally appeared _ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the wifain instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument theperson(s),or the entity uponbehalf of which the person(s) acted, executed the within instrument. WITNESS my hand and official seal. Notary Public Commission Expires: id' II- • o ff. PAMELA DAVtS Notary Public - California Orange County Commission # 2340300 My Comm. Expires Dec 14, 2024 CALIFORNIA NOTARY ACKNOWLEDGEMENT (INDIVIDUAL) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California/1r, County of So. e in\ 'S On )a I�-�li before me: G►�Y�2 /4 � � � y' (insert name and title of the officer), personally appeared ficAcjfctI� fa ,wF�o roved to me on the basis of satisfactory evidence to be the person(s� .Ihose n$irr1°" (s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. 9 Signature �� `� (Seal) PAMELA DAVIS Notary Public - Ca lifornia Orange County Commission # 2340300 My Comm. Expires Dec 14, 2024 Copyright O 2018 Notary Acknowledgement.corn. All Rights Reserved. CALIFORNIA NOTARY ACKNOWLEDGEMENT (INDIVIDUAL) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of , (f On /t1 7 )L11 before me, V Ofir4Gi 0 till S (insert name and title of the officer), personally appeared Cr � ,� g �, S who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) PAMELA. DAVIS Notary Public • California ri Orange County Commission # 2340300 j My Comm. Expires Dec 14, 2024 Copyright © 2018 NotaryAcknowrledgementecom. Ali Rights Reserved. SIGNATURE PAGE TO SHORT FORM OF SOLAR LEASE IN WI _ I NESS WHEREOF. the Parties have executed this SHORT FORM OF SOLAR LEASE as of the date set forth above. Company: tiros rner 4 o,Wrch, By: Name: Title: STATE of"f�-��, sat" iirl2i14-11r ACKNOWLEDGEMENT ) )ss. COUNTY OF en rr On c,J4zr as Drub/. before me. the undersigned, a Notary Public in and for said County and State, personally appeared 1 _ 4:.6 , personally known to me (or proved to me on the basisof satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the within instrument. WITNESS my hand and official seal. Z� 12'Notary PublFc Commission Expires: • 3/2 I _ ELI OPPENHEIMER NOTARY PUBLIC e STATE OF COLORADO NOTARY ID 20194011170 MY COMMISSION EXPIRES MAR 21, 2023 EXHIBIT A TO SHORT FORM OF SOLAR LEASE DESCRIPTION OF THE LAND THAT CERTAIN REAL PROPERTY LOCATED IN WELD COUNTY, COLORADO, DESCRIBED AS: Parcel l'ovaiship Range Section Portion of Section Acreage 105712000081 4N 12 3Locdt 55.53 66W 1057120 V 0082 4N 66W 12 -,.._)Li 19.28 105712300007 66W 12 4N :-, 1.01 Total Acreage 75.82 Account Parcel Space Account Type has Year Huttdmp. Actual Value Asseseea Value R439S53b 105712000032 Agoclittural 2021 D 9 62 a yq Legal 17069•C PT S2SW4 12.$a PT REC EXEMPT REa440 LYING W OF PP EXC BEG 935 G H t~ $300461 Ka i3' 4F SW CCR SEC $60D4SE 20012 TO WW FU W 4W? S44DS*W 392 09' tt336 %' TO BEG ALSO E x B€.3 I E} 0 .5N Z. 56$014€ 33 03' OF SW COR SEC S&S0t4'E 220.234 S iS3,9' W t9D' N246 11 TO BEG' $4; Subdzvttlon Block Property 41dren Property City Land Ecorionttt Areo GREELE'Y RUfrM. Section Township Ranpn t^ 04 tfre FOR COMMERCIAL OR INDUSTRIAL BUILDINGS, PLEASE COMPLETE THE FOLLOWING INFORMATION: Business Name: Address: Business Owner: Home Address: Pivot Energy Renewable Services 1750 15th Street #400 Pivot Energy 1750 15th Street #400 Phone: City, state, zip: Phone: City, state, zip: List up to three persons in the order to be called in the event of an emergency: NAME TITLE PHONE Angela Burke, Sr Manager, Project Engineering & Analysis, 989.412.4705 Denver, CO 80202 Denver, CO 80202 ADDRESS Business Hours: 9-5, Mountain Time Zone UTILITY SHUT OFF LOCATIONS: Main Electrical: Gas Shut Off: TBD Days: Monday -Friday TBD Exterior Water Shutoff: TBD Interior Water Shutoff: TBD 12/15/21 12 My commission expires DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1555 NORTH 17T" AVENUE GREELEY, CO 80631 AUTHORIZATION FORM I(We) Roberta A McGregor, Dorothy Davis give permission to Pivot Energy (Owner — please print) (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at (address or parcel number) below: 105712000081 Legal Description: 17069 N2SW4 W OF RR 12-4-66- of Section 12 , Township 4 N, Range 66 w Subdivision Name: Property Owners Information: Address: 22440 COUNTY ROAD 35 LA SALLE, CO 806457807 Lot Block Phone: 949-436-1736 E-mail: BlakeFarmsLLC@gmail.com Authorized Agent/Applicant Contact Information: Address: 1750 15th Street #400, Denver, CO 80202 Phone: 719-233-4322 E -Mail: ksundman@pivotenergy.net Correspondence to be sent to: Owner ❑ Authorized Agent/Applicant a by: Mail I I Email Additional Info: Dorothy J. Davis (Deceased) Estate; Personal Representative: Erik Davis (Letters Testamentary Attached) I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this docume__ the information stated above is true and correct to the best of my (our) knowledge. Owner Signature Date 8'/20/ZZ-- Owner Signature Subscribed and sworn to before me this ak.Ca day of a014 s 7* eo) /?\ M.- lit ti - /A -/4.01X T; S , 20 d ()` Notary Public PAMELA DAVIS Notary Public • California Orange County Commission # 2340300 My Comm. Expires Dec 14, 2024 by Pivot Pivot Solar 33 LLC — Planning Questionnaire • Energy • Pivot Solar 33 LLC ("Pivot") is seeking to construct a solar garden in Weld County that is approximately 5 MWac in size on the following parcels: 1057-12-0-00-081, 1057-12-0-00-082, 1057-12-3-00-007. • The project will be built on approximately 27 acres. • The solar array will deliver electricity to Xcel Energy for 20 years through the Utility's "Solar Rewards*Community" program. After the program sunsets, Pivot intends to enter into a power purchase agreement with the utility to continue providing clean energy to Weld County between years 20-40, which is the full term of the lease (40 yrs). • The panels are expected to be less than ten feet above grade at their highest point and will be surrounded by a decorative wildlife friendly game fence, similar to what the Colorado Department of Transportation ("CDOT") and Colorado Parks and Wildlife ("CPW") use. Exact height subject to final structural engineering. • The project lease area will include panels and inverters mounted on steel posts/beams, concrete -pad - mounted transformers and other electrical equipment, an access drive with hammerhead emergency turn -around, and perimeter fencing with gates. • The solar array will be designed to meet the maximum wind and snow loads applicable in Weld County. In addition, the panels themselves have a manufacturer warranty of at least 25 years. • A contracted Operations and Maintenance ("O&M") crew of one to four people will visit the site up to eight times annually for routine inspections, maintenance, and vegetation control and on an as - needed basis to address equipment outages. There will be no permanent staff on the site, which will be remotely monitored. • Upon the conclusion of the project's useful life, the project owner will remove all project materials and return the property to the landowner in the originally leased condition, minus any vegetation and grading. Please reference the attached Decommissioning Plan for more information. • The Weld County Comprehensive Plan states that one of the County's top priorities is preserving landowner rights and creating an environment conducive to local economic growth, all while maintaining the overall well-being of the local population. Specifically, the code plan states "...the goal of the Comprehensive Plan [is] to promote opportunities for County Citizens, while protecting private property rights." • Pivot's ground lease presents an advantageous opportunity for the state to generate additional revenue, which will go toward funding schools in Weld County and across the State. Revenues from this project would far exceed any revenues that would be collected from agricultural leases on the same acreage. The larger parcel currently contains two active solar projects, and four active oil and gas wells. • This project has committed to donating 100% of the energy produced to low-income Coloradans. Pivot's goal is to support and alleviate some financial pressure around paying for their energy bills. • This project will also serve as a great example of the mutually beneficial option of co -locating solar and oil and gas operations on the same piece of land. pivotenergy.net Pivot Pivot Solar 33 LLC — Planning Questionnaire Energy • The land is currently zoned agricultural. In the past, the land has been used for agricultural production. • The parcel has 2 oil wells located on the premise. Pivot has contacted the owner of the wells and is working in good faith to meet the appropriate setbacks and mitigation techniques. • On June 15, 2022, all residence within 500 feet of the project parcel were preemptively notified by Pivot of the proposed solar project. Supplemental document (16 Buffer Report) lists all addresses that were notified; the contact information was provided by the Weld County Assessor's Office. • The surrounding land uses are a mix of residential and agricultural • All residence and property owners within a 500 -foot radius of the parcel boundary have been preemptively notified of the project in progress. • During construction, crews will be on -site from approximately 7:00 am - 6:00 pm Monday -Friday. Most vehicles will arrive early in the morning (7:00 to 9:00 am) and will begin departing the construction site around 3:00 pm. • Once constructed, the site will be unmanned but the solar farm will generate electricity during daylight hours each day of the year. • Operations and maintenance crews will be on -site up to eight times annually for up to four hours per visit. • During the construction phase, there will be a crew made up of approximately 40 people on site each day. The construction crew will consist of project managers, laborers, electricians, civil contractors, and any other necessary personnel for the project. Once construction is complete, there will be no one on site, other than the O&M crew during their scheduled trips. • The site will not be open to the public. • The gate around the site will be locked and will only be accessible to those constructing the facility or periodically maintaining the facility. The site will also be accessible to life -safety emergency personnel. • No animals will be onsite while this project is being developed or in -use. • Not applicable. • There will not be any structures built onsite. • There will not be any stockpile, storage, or waste areas onsite. pivotenergy.net Pivot Pivot Solar 33 LLC — Planning Questionnaire Energy • Any debris, junk, or wastes associated with building the project will be removed and disposed of property prior to completion. No waste will be produced once the array is "turned -on" and producing energy. • Please reference the Vehicle Trip Generation Table Below. Table 1 — Vehicle Trip Generation Project Phase (Time Period) Vehicle Type Estimated Grass Vehicle Weight Number of Vehicles Per Day Maximum and Average Vehicle Trips Per Day Site Preparation (approx. 2-4 weeks) Equipment Hauling Trucks 34,000-65,090 lbs 0-2 D-4 Passenger Vehicles 2,00D -10,x00 lbs 2-5 4-10 Fuel Delivery 24,000-30,090 lbs 1 2 Max —16/Ave - 6 Material and Equipment Delivery (approx. 4 weeks) Conex Container and Delivery Trucks 39,0D0-50,090 lbs 5-15 1D -3D Equipment Hauling Trucks 20,0D0-40,090 lbs 0-4 D-8 Max — 38/Ave - 10 Solar Garden Installation (3-4 months) Passenger Vehicles 2,DlD to 10,00D lbs 1D-15 2D -3D Fuel Truck 20,0D0 to 3D,9D0 lbs 1 2 Material Delivery Truck 20,000 to 3D,9D0 lbs 1 2 Max — 34/Ave - 24 Operations (ongoing once operational) Utility Vehicle 2,DlD to 10,00D lbs 1 per month or less Max - 2/Ave - 0 Disturbance Surface Type Disturbance Area (sf) Disturbance Area (Ac) Gravel Drive 11,586 0.267 Concrete Equipment Pads 1,700 .040 Total 13,286 0.307 The remaining project area will be seeded with a native pollinator friendly grass mix which will decrease the runoff as it is less impervious than row crop. • No parking spaces are proposed on -site. This site is not open for public access. • Pivot is proposing to use a decorative wildlife friendly fence to enclose the area as well as low growth decorative native grasses in between array rows and around the sides of the array. pivotenergy.net Pivot Pivot Solar 33 LLC — Planning Questionnaire Energy • The proposed fence is Colorado Parks and Wildlife's preferred decorative "wildlife friendly" game fence, 8' tall with a smooth top wire. • There will be no on -site outdoor storage areas. • Pivot will be seed under the panels with a native pollinator friendly grass mix • Pivot is proposing to use a decorative wildlife friendly fence to enclose the area • No additional landscaping is proposed • Once the project has reached the end of its useful life and the lease has been terminated, Pivot or the facility owner will remove all improvements made and either recycle, reuse, or repurpose all materials. The site will be re -seeded with a native dryland seed and the property will be returned to the landowner ready to be developed as he or she wishes. • Please reference the attached Decommissioning Plan for more details. • Pivot will maintain vegetation under the panels • Internal roads and setbacks between fence and array have been designed to provide access by emergency vehicles if need be. • In Section 22-2-10 C, the County Code states that one of its guiding principles is to Promote Economic Growth and Sustainability. The proposed project is a PV solar facility that generates electricity without generating any emissions. This project will last for approximately 25 years, bringing the County economic revenue and support. This project will further Weld County's stated goal of encouraging the development of alternative energy sources as a hedge against the volatility of traditional energy sources. • In Section 22-2-60 A, the County Code states the importance of Wildlife in the County. The proposed project will be surrounded by a wildlife friendly game fence to ensure no animals are trapped within the project area. Studies of the project area did not reveal any nexus with any protected, threatened, or endangered species or their habitats. In addition, Pivot will work with Colorado Parks and Wildlife to ensure the project meets any necessary requirements. • In Section 22-2-60 B, the County Code states it aim to support responsible energy and mineral development. Solar is both an alternative and sustainable energy source that does not emit any odors and has limited vehicle traffic once construction is complete. In addition, the agricultural land that the solar facility is on will be preserved throughout the lifespan of the solar array and can be used for agricultural purposes following the life cycle of the system. This development will not generate any perceivable noise and therefore complies with this development requirement. • Section 23-3-10 of the County code states: The A (Agricultural) Zone District is intended to provide pivotenergy.net Pivot Pivot Solar 33 LLC — Planning Questionnaire Energy areas for the conduct of agricultural activities and activities related to agriculture and agricultural production, and for areas for natural resource extraction and energy development, without the interference of other, incompatible land USES • The solar facility will not have any negative effects on the agricultural land beneath it. Pivot will seed the ground beneath the solar array with a native seed mixture that will help preserve the agricultural land. • The solar array will use native seed mixture that will help maintain high -quality soils for any future agricultural production following the life cycle of the array. • Please see the supplemental Decommissioning Plan document for additional information. • The proposed solar array will meet the health, safety, and welfare goals of the County because the array will not produce any odors or fumes. The solar array will help produce clean, long-term energy for the County, therefore meeting the goals of maintaining a healthy society. • In addition, it should be noted that 100% of the energy produced to low-income Coloradans. • No irrigation features are being proposed in the scope of this project. • This site is not located within any of the above Overlay Zoning Districts. • There are no State or Federal permits associated with the project besides state electrical permit and state SWPP, which will be complete prior to submission of building permit. pivotenergy.net Pivot Pivot Solar 33 LLC — Development Review Questionnaire Energy • The access to the site will come from CR 35. The entrance to the site will be on the southeast side of the array. This access will be an extension of the access road Pivot is building for another solar array, Pivot Solar 23 LLC. Access to the parcel will not come from any other areas. • The access proposed for this site has been approved by Weld County Public Works. The approved access will serve Pivot Solar 23 LLC and Pivot Solar 33 LLC. • Proposed change will be to improve the existing access route to and from the site (between public ROW and lease area) with gravel aggregate to accommodate emergency services. • An access gate will be located at the entrance of the fenced area. This access gate will be locked and not accessible by the public. This gate will be accessible to emergency vehicles and operators. • If required by the County, Pivot will use opaque fencing that complies with the County code. • The proposed access will be located off CR 35. This access will be located near the intersection of CanAm Highway and CR 46. • There are no anticipated visual difficulties seeing oncoming traffic from our proposed access point. • Please reference traffic impact study included herein. • The entire site and the point of access is overall very flat. The topography of the full site varies by only a few feet on average overall. pivotenergy.net Pivot Pivot Solar 33 LLC — Environmental Health Questionnaire Energy • No • No septic or sewage disposal is proposed to be on site. • No storage or warehousing is proposed to be on site. • No storage and/or stockpile of wastes, chemicals, or petroleum will take place onsite. • There will not be any fuel storage on site. • No vehicle washing will take place. • No floor drains will be built. The site will contain its runoff the same was as before. The panels do not increase the impervious surface of the site. • The solar array will not release any air emissions. • N/A • N/A • Noted. Completeness Review Updates: • Applicant will provide portable toilets during the time of project construction. • The manufactured stated output will not exceed: <65dBA@lm and 25°C. For the purpose of comparison, this is approximately the noise made by a residential air conditioner. The inverters will be placed at the center of the array; therefore, the sound produced will not be audible from outside the array area. • If water is required to be used in order to mitigate dust control, application will provide water by truck. pivotenergy.net Pivot Pivot Solar 33 LLC — Construction Impacts • Energy • Please see site plan in packet. • Applicant agrees to mitigate construction impacts. • During construction, crews will be on -site from approximately 7:00 am - 6:00 pm Monday -Friday. Most vehicles will arrive early in the morning (7:00 to 9:00 am) and will begin departing the construction site around 3:00 pm. • Once constructed, the site will be unmanned but the solar farm will generate electricity during daylight hours each day of the year. • Operations and maintenance crews will be on -site up to eight times annually for up to four hours per visit. • Please reference the Vehicle Trip Generation Table Below. Table 1 — Vehicle Trip Generation Project Phase (Time Period) Vehicle Type Estimated Gross Vehicle Weight Number of Vehicles Per Day Maximum and Average Vehicle Trips Per Day Site Preparation (approx. 2.4 weeks) Equipment Hauling Trucks 30,000-65,000 lbs 0-2 0-4 Passenger Vehicles 2,696-16,006 lbs 2-5 4-10 Fuel Delivery 20,000-30,000 lbs 1 2 Max — 161Ave - 8 Material and Equipment Delivery (approx. 4 weeks) Conex Container and Delivery Trucks 30,000-50,000 lbs 5-15 10-30 Equipment Hauling Trucks 20,000-40,000 lbs 0-4 0-8 Max — 38fAve - 10 Solar Garden Installation (3-4 months) Passenger Vehicles 2,000 to 10,000 lbs 10-15 20-30 Fuel Truck 20,060 to 36,000 lbs 1 2 Material Delivery Truck 20,060 to 30,000 lbs 1 2 Max — 34fAve - 24 Operations (ongoing once operational) Utility Vehicle 2,000 to 10,006 lbs 1 per month or less Max - 2/Ave - 0 • Please reference Vehicle Trip Generation Table above. • Some additional traffic should be expected for the time during construction due to the arrival of equipment and modules. • Proposed change will be to improve the existing access route to and from the site (between public ROW and lease area) with gravel aggregate to accommodate emergency services. pivotenergy.net WELD COUNTY ACCESS PERMIT Weld County Public Works Department 1111 H Street P.O. Box 758 Greeley, CO 80632 Permit Number: AP22-00273 Phone (970) 304-6496 Issuance of this permit binds applicant and its contractors to all requirements, provisions, and ordinances of Weld County, Colorado. Project Name: Permit Expiration Date: Planning/Building Process ZPSF22-0002 Yes Parcel(s): 105712000082 Pivot Solar 07/27/2023 Proposed Use: Small Commerical Access is on WCR: Nearest Intersection WCR: Distance from Intersection: Number of Existing Accesses: Access Width: Access Turning Radii: Latitude: Longitude: 35 35 - 46 50 1 40ft 65ft 40.31936 -104.73493 Applicant Information: Name: Company: Phone: Email: Kyle Sundman Pivot Energy 719-233-4322 ksundman@pivotenergy.net Owner Information: Name: Company: Roberta McGregor & Dorothy Davis Phone: 949-436-1736 Email: erikd@embee.com Road Surface Type and Construction Information: Road Surface: Asphalt Culvert Size and Type: 15" CMP/RCP minimum if required Material to Construct Access: Road base Start Date: Finish Date: A Copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to 1/2 HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control / Warning devices are required before work begins and must remain until completion of work ** Crushed or recycled concrete SHALL NOT be used for tracking material in the County ROW All access points shall comply with Weld County Engineering and Construction Criteria found at: https://library.municode.com/co/weld county/codes/charter and county code?nodeld=CH12LIPE AP APX12-AWECOENCOCR Unless otherwise authorized. Special Requirements or Comments Utilize existing upgraded access point on CR. 35 (1-COMM) located approx. 50ft. north of CR. 46 in accordance with ZPSF22- 0002. CR 35 is an Arterial roadway with a 90 ft. setback from centerline. Approved By: Digitally signed by Jennifer Fuller Date: 2022.09.01 13:58:53 -06'00' 1 ENERTIA CONSULTING GROUP LLC July 6, 2022 Weld County Planning and Building Department 1555 N 17th Ave Greeley, CO 80631 1515 Market Street Denver, CO 80202 (720) 792-3917 rick.hagmayer@enertiacg.com RE: Traffic Impact Letter Use by Special Review — McGregor -Davis Parcel Intersection of State Highway (SH) 85 & Weld County Road (WCR) 35, Weld County To whom it may concern: I. Introduction In fulfillment of the Weld County Use by Special Review (USR) permitting requirements, Enertia Consulting Group (Enertia) has completed this Traffic Impact Letter for the proposed Pivot Energy Solar Facility on the McGregor -Davis Parcel located on approximately 26.60 acres northwest of the intersection of SH 85 and WCR 35. The intent of this Report is to provide traffic related information and identify potential project impacts to affected roadways within Weld County. The following information is included in this letter report: • Project Location, Components and Construction Schedule • Designated Travel Route • Daily Vehicle Trip Generation • Conclusions II. Existing Conditions Location The project is located on an approximate 26.60 -acre project site within a larger parcel totaling approximately 55.53 acres along the east side of WCR 35, northwest of SH 85 (on Weld County Parcels No. 105712000081) in Section 12, T4N, R66W. Weld County Planning and Building Department Page 2 III. Proposed Condition Components The Pivot Energy Solar Facility on the McGregor -Davis Parcel project shall generally include: up to a 12 MW solar garden with approximately 25,000 tracking solar panels mounted on steel (- beams; concrete pad mounted inverters and transformers; an access drive with emergency turn -around and perimeter fence with gate. Construction Schedule It's currently anticipated that the Use by Special Review Permit will be issued by Weld County on or before April 5, 2023. Accordingly, a construction start/mobilization date of April 20, 2023 has been established. Based on this, the following preliminary schedule is currently considered: • Driveway and material staging area prep • Solar Facility Component Delivery • Perimeter Fence Installation • Solar Panel Foundation Installation • Transformer and Inverter Installation • Solar Panel Installation April 20, 2023 — May 10, 2023 May 11, 2023 — June 21, 2023 May 22, 2023 — June 21, 2023 June 21, 2023 - September 21, 2023 September 22, 2023 — October 20, 2023 October 23, 2023 — January 19, 2024 Designated Travel Route The designated access route is: State Highway 85 north to WCR 42. WCR44 west approximately 700ft to WCR 31. WCR31 north approximately 2.0 miles to WCR46. WCR east approximately 2.0 miles to WCR33S. WCR north approximately 100ft to the entrance to the property. Figure 1 illustrates the access route. The following is a brief description of the access route roadways. SH 85 - State Highway 85 in the vicinity of WCR 35 is a 4 -lane asphalt -paved road with left turn lanes and acceleration/deceleration lanes; and a posted speed limit of 65mph. It's anticipated that 100 percent of material deliveries will be from the south. WCR 42 — The +/- 700ft segment of WCR 42 included in the travel route is a 2 lane, asphalt - paved road with intermittent bar ditches. The road surface appears to be in good condition. It's anticipated that all material deliveries will travel from SH 85. WCR 31 — The +/- 1.0 -mile segment of WCR 31 included in the travel route is a 2 lane, asphalt - paved road with intermittent bar ditches. The road surface appears to be in good condition. It's anticipated that all material deliveries will travel WCR 31 from WCR 42 WCR 46 — The +/- 2.0 -mile segment of WCR 46 included in the travel route is a 2 lane, asphalt - paved road with intermittent bar ditches. The road surface appears to be in good condition. It's anticipated that all material deliveries will travel WCR 46 from WCR 31. Weld County Planning and Building Department Page 3 WCR 35 — The +/- 100' segment of WCR 35 included in the travel route is a 2 lane, asphalt - paved road with intermittent bar ditches. The road surface appears to be in good condition. It's anticipated that all material deliveries will travel WCR 35 from WCR 46. Daily Vehicle Trip Generation and Distribution Project development may be divided into the following 4 phases (site preparation, material and equipment delivery, solar garden construction and solar garden maintenance). The following Table 1 illustrates the estimated average daily trip generation by vehicle type for each Project phase. Table 1 — Vehicle Trip Generation Project (Time Phase Period) Vehicle Type Estimated Gross Vehicle Weight Number of Vehicles Per Day Maximum and Average Vehicle Trips Per Day (approx. Site Preparation 1-3 weeks) Equipment Hauling Trucks 30,000-65,000 lbs 0-2 0-4 Passenger Vehicles 2,000-10,000 lbs 2-5 4-10 Fuel Delivery 20,000-30,000 lbs 1 2 Max — 16/Ave - 9 Equipment (approx. Material 4-5 and Delivery weeks) Conex Container and Delivery Trucks 30,000-50,000 lbs 10-30 20-60 Equipment Trucks Hauling 20,000-40,000 lbs 0-8 0-16 Max — 79/Ave - 40 Solar Garden Installation (6-7 months) Passenger Vehicles 2,000 to 10,000 lbs 20-30 40-60 Fuel Truck 20,000 to 30,000 lbs 1 2 Material Delivery Truck 20,000 to 30,000 lbs 1 2 Max — 64/Ave - 52 Operations (ongoing once operational) Utility Vehicle 2,000 to 10,000 lbs 1 per month or less Max - 2/Ave - 0 As illustrated in Table 1, the majority of traffic generated as a result of solar garden installation shall occur during the 9 -month solar garden installation (max 79/ave 40vtpd). This traffic will generally be site worker passenger vehicles. The majority of heavy truck traffic including conex container delivery (total of 510-850 conex containers/delivery trucks) and equipment (rubber tire loader, pile driver, forklift) delivery and pickup will travel to and from the Project between 9:30 AM and noon and 1:30PM and 4:00PM. Project related traffic during all phases will not be significant during AM and PM peak periods (7:30 — 9:00 AM and 4:30 — 6:00 PM, respectively). IV. Conclusions 1. The Project is expected to generate up to 79 vehicle trips per day during material and equipment delivery (anticipated to be up to one month at the beginning of the project and one month at the end of the project), up to 64 vehicle trips per day during solar garden installation (6-7 months) and up to 2 vehicle trips per month during solar garden operation. Weld County Planning and Building Department Page 4 2. Site preparation and solar garden installation anticipated to begin in April 2023 and be completed in January 2024. 3. The phase with the greatest amount of traffic (79 vtpd material and equipment delivery) is expected to occur over a 4-5 week period (May 2023 — June 2023). 4. Daily Project related truck traffic is not expected to impact AM and PM peak traffic periods. 5. Sight distance at the Project entrance is well over 1,000 feet north along WCR 35. South, it is understood that the WCR 35 exit on SH85 will be closed in the near future. Site distance is therefore clear to the future 90 -degree bend at WCR35 and WCR 46. 6. Access to the project site is through an existing driveway. Therefore, a Weld County Access permit will not be required. 7. As proposed, the solar garden site preparation, installation and ongoing inspection/maintenance is not anticipated to create adverse traffic related impacts on Weld County roads. Based on anticipated vehicle type and weight, the project is not anticipated to degrade/damage Weld County roads and a Public Works Improvement Agreement is not likely warranted. We trust that this Traffic Impact Letter for the Pivot Energy Solar Facility on the McGregor -Davis Parcel is acceptable and complete. Please contact me at rick.hagmayerenertiacg.com or (720) 792-3917 should you require additional information. Sincerely, ENERTIA CONSULTING GROUP, LLC Rick Hagmayer, PE Senior Project Manager attachment DESIGNATED TRAVEL ROUTE i WCR 46 e ' PIVOT SOLAR MCGREGOR-DAVIS PARCEL PROJECT WELD COUNTY ROAD 35 EXIT TO BE CLOSED I 1 ::ENERTIA SUITE DENVER, CO 200 80202 I CONSULTING GROUP LLC (720) 250-8305 1529 MARKET STREET FIGURE 1 - PROXIMITY MAP & DESIGNATED TRAVEL ROUTE PIVOT ENERGY SOLAR FARM ON MCGREGOR-DAVIS PARCEL WELD COUNTY, COLORADO DATE: 07/06/2022 SCALE: 1" = 5,000' BY: RH It& Pivot 1/441k Energy Pivot Solar 33 LLC — Decommissioning Plan Weld County requires that Pivot Solar 33 LLC ("Pivot") submit a Decommissioning plan to the Department of Planning Services as part of the final administrative review and approval process for a Solar Generation facility. The decommissioning costs will total approximately $107,200. The useful life of the solar facility is expected to be at least 20 -years. At the end of the project's useful life, Pivot will suspend operations and decommission the plant, which will include any necessary demolition, removal of above and below ground equipment, and site reclamation efforts. Pivot's obligation under the Solar Lease Agreement is to return the site to the landowner in substantially the same condition that the property was in prior to the improvements being made. This document establishes a detailed plan for decommissioning and reclamation activities once the project reaches the end of its useful life. The proposed activities will likely need to be refined throughout the project's life to reflect future best practices of the solar industry. Pivot has assumed the planning process will be initiated one to two years prior to the anticipated end of commercial operation. The final plans will be developed in consultation with Weld County and any other applicable agencies that have jurisdiction of activities in the decommissioning process. 1. Decommissioning Prq/ect Elements and Milestones The key tasks of project decommissioning are divided into related activities that represent milestones in the process. Each activity is described in further detail below. The decommissioning schedule reflects the conceptual timing of the milestones and overall process. The individual project components to be decommissioned will either be 1) recycled or reused to the maximum extent practicable, or 2) removed from the site and disposed of at an appropriately licensed disposal facility. The general decommissioning approach will be the same whether a portion of, or the entire Project is decommissioned. The activities involved in the facility closure will depend on the expected future use of the site. Certain facility equipment and features may be left in place at the property owner's request, such as transmission facilities, roads, and drainage features. At the time of decommissioning, a plan will be submitted to the County proposing the equipment that will be removed and, if applicable, equipment that will remain, based on expected future use of the site. Pre -closure activities include final closure and reclamation planning, which identifies measures to be taken to restore the site to near pre -construction conditions. This includes but is not limited to the following: • Complete an analysis of the project materials and their composition to identify those specific components that may be recycled, re -used, scrapped, or sent to disposal sites; as well as identifying specific recycling facilities and disposal sites for materials. • Coordinate with local officials to obtain permits and develop plans for the transportation of materials and equipment to and from the site. • Develop specifications for demolition and reclamation, which will serve as the basis for contractor bids for decommissioning the project and establish the scope of demolition and reclamation, including developing reclamation plans in compliance with local, state, and federal regulations. pivotenergy.net 114°4- Pivot 1/441k Energy Pivot Solar 33 LLC — Decommissioning Plan During the planning process Pivot will brief the County and other applicable agencies on the decommissioning process and plans. All necessary permits and approvals required for the decommissioning will be obtained prior to commencing operations. The first step in the decommissioning process will be assessing existing site conditions and preparing the site for demolition. Site decommissioning and equipment removal is expected to take up to one year. Therefore, access roads, fencing, some electrical power, and other facilities will temporarily remain in place for use by the decommissioning workers until no longer needed. Demolition debris will be placed in temporary onsite storage areas pending final transportation and disposal and/or recycling according to the procedures listed below. A plan will be implemented for de -energizing portions of the facility to allow safe decommissioning and formal lock out and tag out procedures. This will ensure all electrical components are placed and maintained in a safe condition for demolition activities prior to the start of work. PV Module and Tracker Removal and Recycling During decommissioning, project components that are no longer needed will be removed from the site and recycled, reused or disposed of at an appropriately licensed disposal facility. The first operation is to disconnect and remove modules from the tracker assemblies. Next, the tracker and mounting structures, DC wiring materials, and combiner boxes will all be assembled and segregated for disposal or salvage. Steel piles that support the PV racking system will be removed and either re- used or recycled to the maximum amount possible. Below ground portions of the supports will either be removed or cut off at least two feet below ground surface and left in place. The demolition debris and removed equipment will be safely removed from the premises and transported to an appropriately licensed disposal facility or recycling center. Photovoltaic modules will either be re -used, recycled or disposed of in accordance with applicable laws at the time of decommissioning. Roads Onsite access roads will remain in place during the decommissioning process. The roads may remain intact after decommissioning if the property owner deems them beneficial for the future use of the site. Roads that will not be used after the solar project's decommissioning will be removed at the end of the process. Fencin g Project site perimeter fencing will be removed at the end of the decommissioning project, unless it may be utilized for future use of the site and the property owner requests the fence remain in place. This includes the removal of all posts, fencing material, gates, etc. to return the site to pre -project condition. Transportation and Clean up During the disassembly and demolition process, materials will be segregated and temporarily placed in gathering areas for transportation. Various materials including, but not limited to, concrete, steel, aluminum, and copper will be temporarily stockpiled at or near a designated processing location pending transport to an appropriate offsite recycling facility. All such materials will then be transported from the site to approved designated facilities for recycling, scrapping or disposal. All metals will be recycled to the extent practical given the recycling options available at the time of decommissioning. pivotenergy.net It& Pivot 1/441k Energy Pivot Solar 33 LLC — Decommissioning Plan In general, the decommissioning will be undertaken using traditional heavy construction equipment including, but not limited to, front end loaders, cranes, track mounted and rubber -tired excavators, bull dozers, and scrapers. Areas where excavation is required will be backfilled with natural material and compacted. Any voids left from the removal of foundations will be backfilled with surrounding subsoil and topsoil and fine graded to ensure suitable drainage and reclamation of natural grades. Soil management and re -contouring operations will be conducted to minimize the surface area disturbance and implement the activities in the safest and most efficient manner and in accordance with applicable local requirements. Major earthwork is not anticipated as construction of the site will not alter the general grade across the site. To account for post -decommissioning dust control, areas of exposed soils will be revegetated, consistent with the expected future use of the site and State or County requirements. The native dry grass vegetation will be re- established to prevent the spread of weeds. Mulching or palliatives may be used for temporary dust control until vegetation is established. Monitoring Site Restoration Upon completion of the decommissioning process, a one-year restoration monitoring period will begin. Monitoring will ensure that grading and drainage implemented is successful in stabilizing water flow patterns and that the cover vegetation (native dry grass vegetation or other depending on land use) will be reestablished to prevent the spread of weeds. Corrective actions will be implemented if such monitoring determines adverse conditions are present because of an inadequate restoration. 2. Decommissioning/ Reclamation Cost Estimates Pivot commits to working together with the County to update the cost estimates every five years from the establishment and submittal of the security bond. The cost estimates will include all costs associated with the dismantling, recycling, and safe disposal of facility parts and site reclamation activates and consider the salvage value of the facility. Initial cost estimate (2022): Fencing $3,200 Structures $44,000 Modules $32,000 Electrical $16,000 Site Restoration $12,000 Total $107,200 The scope includes: • Electrical permit fees • Removal and disposal of wildlife -friendly game fence • Removal of racking and foundations pivotenergy.net It& Pivot 1/441k Energy Pivot Solar 33 LLC — Decommissioning Plan • Removal of modules • Removal of electrical equipment (transformers, pads, etc.) • Removal of electrical DC string wiring and AC underground wiring • Site restoration and reclamation • Waste disposal fees • Temporary restrooms and necessary facilities for workers • Safety and protection equipment pivotenergy.net ENERTIA CONSULTING GROUP [[C July 6, 2022 Weld County Planning and Building Department 1555 N 17th Ave Greeley, CO 80631 1515 Market Street Denver, CO 80202 (720) 792-3917 rick.hagmayer@enertiacg.com RE: Drainage Narrative Pivot Solar Energy Solar Facility on the McGregor -Davis Parcel Intersection of State Highway 85 & Weld County Road 35, Weld County To whom it may concern: This drainage narrative is intended to provide Weld County with drainage and land disturbance information related to a proposed 26.598 -acre solar facility identified as Pivot Energy Solar Facility on the McGregor -Davis Parcel (Project). The Project will be designed and will be constructed and maintained in a manner that minimizes storm water related impacts, in accordance with 2020 Weld County Engineering and Construction criteria. Project Specific Information Project Name, Property Address and Weld County Parcel No. Pivot Energy Solar Facility on the McGregor -Davis Parcel, Parcel: 22440 WCR 35, Parcel No. 105712000081 Developer/Owner Pivot Energy, 1750 15th Street, Suite 400, Denver, CO 80202 Site/Civil Engineer Enertia Consulting Group, LLC, 1515 Market Street, Denver, CO 80202 Project Location and Description The Project will consist of up to an approximate 12 MW solar facility located on approximately 26.60 -acres of undeveloped land within a +/- 55.53 acre property; and within section 12, township 4 north, range 66 west of the 6th P.M., Weld County, Colorado. The Project site is bounded by WCR 35 to the west and SH 85 to the southeast. Project components include: up to a 12 MW solar facility with approximately 25,000 solar panels mounted on steel H -piles; concrete equipment pads; 20' gravel access driveway with emergency turn -around; and perimeter fence with access gate. With the exception of a gravel driveway and concrete pads for transformers and inverters, the remainder of the solar facility will not require clearing/grubbing of existing vegetation and grading unless required to prevent shading of the solar array. Weld County Planning and Building Department Page 2 Land Disturbance and Drainage Information Existing Ground Surface Conditions, Drainage Patterns and Imperviousness The 26.60 -acre solar facility project area may be characterized as undeveloped agricultural land. The applicable FIRM Map (No. 08123C1730E), included in Appendix A, indicates that the Project site is located in a Zone X floodplain which is an area of minimal flood hazard. Based on NRCS soils data (also included in Appendix A), the site soils are identified as Sandy Loam and Fine Sandy Loam classified as Hydrologic Soil Groups A and B. As shown on Figure 1 in Appendix A, the site ground surface gently slopes at an average of 0-3 percent from southwest to northeast of the Project site. In general, storm water is conveyed across the Project area toward SH-85. Land Disturbance Activities The site improvements considered as land disturbance activities include installation of: (i) all- weather gravel surface driveway and (ii) concrete equipment pads: (i) Gravel Access Drive — An all-weather gravel surface access drive will extend from the existing access off CR 35. Given the site soils, an 8 -inch -thick gravel surface (consistent with similar solar facility access drives within Weld County) is proposed. This depth of gravel over compacted subgrade is sufficient to provide routine and emergency access to the Project. (10 Concrete Equipment Pads — Concrete equipment pads will be installed beneath inverters and transformers and other electrical equipment as required with the development. The pads will be at least 8 -inches thick with reinforcing steel and located generally on the western portion of the site. Lastly, components of the 26.60 -acre solar facility will include up to 25,000 solar panels placed on steel H -piles driven into the ground. Since the solar panels will be tracking panels (rotate through the day to track the path of the sun), the ground surface vegetation beneath the panels will continue to grow. Some minimal grubbing may be necessary to prepare the site with planned native seed mixes. Onsite conditions at the time of seeding will dictate necessity of such methods. The purpose of the seeding is to increase the density of native vegetation; therefore, the grubbing is not considered land disturbance (if it is necessary). Since the layout is unknown at this time, an approximation of anticipated imperviousness from the access drive has been assumed. Land Disturbance Area A total of approximately 13,286 square feet or 0.31 acres of the Project area is anticipated to be disturbed. The total disturbance numbers are summed in the following table. Disturbance Surface Disturbance Area (sf) Disturbance Area (Ac) Type Gravel Drive 11,586 0.267 Concrete Equipment Pads 1,700 .040 Total 13,286 0.307 Weld County Planning and Building Department Page 3 Hydrologic Design Criteria The following table includes hydrologic design criteria used in this analysis. Parameter Value Unit Reference Time of Concentration, Tc - min. MHFD Rational (Appendix Peak A) Method Runoff Prediction (Appendix by the A) Runoff Coefficient, C - - MHFD Table Criteria 6-4 Manual, Chapter 6, 1 -hr Year) Point Rainfall, P1 (100 - 2.31 inches NOAA Rainfall Data (Appendix A) Storm Runoff, Q - cfs Q = CIA Basin Conditions The footprint of the solar facility and access drive along with the areas delineated by oil setbacks is considered to be the subject drainage area under both existing and proposed conditions. The existing condition basin (identified as basin X1 on Figure 1) was analyzed to calculate the peak runoff for the design storm using an imperviousness percentage of 2%. This percentage is based on the soil type and existing conditions of the site. The proposed condition basin (identified as basin Al on Figure 1) was analyzed to calculate the peak runoff for the design storm using an impervious percentage of 2.53%. This percentage is based on the majority of the site remaining as 2% impervious, 0.04 acres changing to 100% impervious (concrete pad area) and 0.267 -acres changing to 40 percent impervious (access drive area). It should be noted that the tracking solar panels are not classified as ground surface because precipitation falling on the solar panels will shed onto the undisturbed vegetated surface below. Stormwater Runoff The stormwater runoff for existing and proposed conditions is calculated based on the Rational Method. The 100 -year, 1 -hour storm event was analyzed for basins Al and X1. The flow path for the basins is generally from southwest to northeast toward SH-85 northeast of the Project site. The average ground surface slope across the flow path is 0.5% to 3%. The time of concentration to this point was calculated using MHFD equations are summarized below and can be found on the MHFD Peak Runoff Prediction by the Rational Method form in Appendix A. The Runoff Coefficients are also included in the MHFD Peak Runoff Prediction by the Rational Method and are summarized below. Basin Time of Concentration (Min) Runoff Coefficients (Cioo) X1 53.39 0.13 Al 53.08 0.13 The precipitation data used for the 100 -year, 1 -hour storm event is based on NOAA rainfall data from the Project site and is included in Appendix A. Per the Basin Runoff Calculation (MHFD Weld County Planning and Building Department Page 4 Peak Runoff Prediction by the Rational Method) included in Appendix A the 100 -year runoff flows are as follows: Basin Q,00 (cfs) X1 8.43 Al 8.74 Net +0.31 Under developed conditions, runoff will follow existing drainage patterns, will not significantly increase peak flows (increase from 8.43 cfs to 8.74 cfs). Accordingly, the Project will not require storm water detention. Summary The following list summarizes key components of the Project and findings related to land disturbance and storm water impacts. 1. Installation of the solar facility will temporarily disturb the ground surface within the 26.60 -acre Project area but won't require clearing and grubbing of vegetation or grading, except for concrete equipment pad and gravel access drive installation. 2. Grubbing may be required to provide appropriate conditions for seeding. It is intended for the vegetation throughout the site to be improved as a result, therefore is not considered land disturbance 3. The areas considered impervious (100 percent impervious 1,700 sf concrete pads) or semi -impervious (40 percent impervious 11,586 sf gravel access drive) total 0.267 acres or 1.06% of the 26.60 -acre solar facility area. 4. Under existing conditions, the peak flow originating from the solar facility area for the 100 yr — 1 hr storm event is 8.43 cfs. 5. Under developed conditions, the peak flow originating from the solar facility area for the 100 yr - 1 hr storm event is 8.74 cfs. 6. The solar facility is located within well -draining Type A or B soils, therefore detention is not required due to anticipated infiltration onsite. 7. Since the land disturbance is less than 1 acre, a CDPS storm water certificate issued by CDPHE is not required for this Project. 8. Installation and operation of the solar facility is not expected to impact existing drainage patterns or flow rates on or around the Project site. Runoff water quality will not be impacted by the solar facility components. Weld County Planning and Building Department Page 5 9. The Project design will adequately protect public health, safety and general welfare and have no adverse effects on Highway 85 right-of-way or offsite properties. We trust that the information provided is acceptable and complete. Please let me know if you have any questions or require additional information. Please contact me at rick.hagmayer@enertiacg.com or (720) 792-3917 should you require additional information. Sincerely, ENERTIA CONSULTING GROUP, LLC Rick Hagmayer, PE Senior Project Manager attachment Appendix A Reference Documents • FIRM Map • USDA Soils Report • Project Drainage Map • Basin Runoff Calculations • Project Vicinity Map USDA United States Department of Agriculture N RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Weld County, Colorado, Southern Part March 16, 2022 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nrcs142p2_053951). 142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 How Soil Surveys Are Made 5 Soil Map 8 Soil Map (McGregor -Davis Parcel) 9 Legend 10 Map Unit Legend (McGregor -Davis Parcel) 11 Map Unit Descriptions (McGregor -Davis Parcel) 11 Weld County, Colorado, Southern Part 13 46 —Olney fine sandy loam, 0 to 1 percent slopes 13 75 —Vona sandy loam, 0 to 1 percent slopes 14 76 —Vona sandy loam, 1 to 3 percent slopes 15 References 17 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 104° 44' 16" \A/ 40° 19'38"N r :n — c0 40° 19' 12" N 104° 44' 16" W 522300 522300 522400 522400 522500 522600 id at this scale 522500 522600 522700 Custom Soil Resource Report Soil Map (McGregor -Davis Parcel) 522800 522700 522800 522900 523000 523100 523200 523300 523400 Map Scale: 1:5,690 if printed on A landscape (11" x 8.5") sheet Meters 0 50 100 200 300 Feet 0 250 500 1000 1500 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTT/1 Zone 13N WGS84 522900 9 523000 523100 523200 523300 523400 104° 43' 23" W 523500 523500 M M a c 40° 19' 38" N 40° 19' 12" N Custom Soil Resource Report MAP LEGEND Area of Interest (AO!) Area of Interest (AO1) Soils C Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Y . Blowout r, O 0 v •m 4 4 Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot a Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background iair°§1 Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA -MRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 20, Aug 31, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 19, 2018 -Aug 10, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 10 Custom Soil Resource Report Map Unit Legend (McGregor -Davis Parcel) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 46 Olney fine sandy percent slopes loam, 0 to 1 40.3 61.4% 75 Vona sandy loam, percent slopes 0 to 1 18.1 27.6% 76 Vona sandy loam, percent slopes 1 to 3 7.3 11.0% Totals for Area of Interest 65.7 100.0% Map Unit Descriptions (McGregor -Davis Parcel) The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate 11 Custom Soil Resource Report pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Weld County, Colorado, Southern Part 46 —Olney fine sandy loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 362t Elevation: 4,600 to 5,200 feet Mean annual precipitation: 11 to 15 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 125 to 175 days Farmland classification: Prime farmland if irrigated and the product of I (soil erodibility) x C (climate factor) does not exceed 60 Map Unit Composition Olney and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Olney Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Mixed deposit outwash Typical profile H1-0to10 inches: H2- 10 to 20 inches. H3 - 20 to 25 inches H4 - 25 to 60 inches fine sandy loam ▪ sandy clay loam : sandy clay loam : fine sandy loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 7.0 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (non irrigated): 4c Hydrologic Soil Group: B Ecological site: R067BY024CO - Sandy Plains Hydric soil rating: No 13 Custom Soil Resource Report Minor Components Zigweid Percent of map unit: 8 Hydric soil rating: No Vona Percent of map unit: 7 Hydric soil rating: No percent percent 75 Vona sandy loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 363v Elevation: 4,650 to 4,950 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 55 degrees F Frost -free period: 130 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Vona and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Vona Setting Landform: Terraces Down -slope shape: Linear Across -slope shape: Linear Parent material: Alluvium Typical profile HI - 0 to 6 inches: sandy loam H2 - 6 to 28 inches: fine sandy loam H3 - 28 to 60 inches: sandy loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Custom Soil Resource Report Available water supply, 0 to 60 inches: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): 3e Hydrologic Soil Group: A Ecological site: R067BY024CO - Sandy Plains Hydric soil rating: No Minor Components Remmit Percent of map unit: 11 percent Hydric soil rating: No Olney Percent of map unit: 4 percent Hydric soil rating: No 76 Vona sandy loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 363w Elevation: 4,600 to 5,200 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 55 degrees F Frost -free period: 130 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Vona and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Vona Setting Landform: Terraces, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Alluvium and/or eolian deposits Typical profile HI - 0 to 6 inches: sandy loam H2 - 6 to 28 inches: fine sandy loam H3 - 28 to 60 inches: sandy loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Very low Custom Soil Resource Report Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological site: R067BY024CO - Sandy Plains Hydric soil rating: No Minor Components Remmit Percent of map unit: 9 Hydric soil rating: No Julesburg Percent of map unit: 3 Hydric soil rating: No Olney Percent of map unit: 3 Hydric soil rating: No percent percent percent References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. N ational Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U .S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nres/detai I/national/soils/?cid=nres 142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=n res142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=n res142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. U nited States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. U nited States Department of Agriculture, Natural Resources Conservation Service. N ational forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nrcs142p2_053374 U nited States Department of Agriculture, Natural Resources Conservation Service. N ational range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepastu re/?cid=stel prdb 1043084 17 Custom Soil Resource Report U nited States Department of Agriculture, Natural Resources Conservation Service. N ational soil survey handbook, title 430 -VI. http://www.nrcs.usda.gov/wps/portal/ nres/detai I/soils/scientists/?cid=nres 142p2 054242 U nited States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=nrcs142p2_053624 U nited States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nres.usda.gov/Internet/FSE_DOCUMENTS/nres142p2_052290.pdf 18 NOTES TO USERS The map is to use n adnwr•ervp the NaWnul Flood Inaurance Program it does not reoe•saey IOefit a ars wean 1D hooding peracj•tty Pens Mtal Otaltege soon or sense ate The c....awn*y asap repository shwa Pe cOmltate0 for meat* 'p4l•d a aodEC'S Road hats4 waormateri To Obtain mall det•sed rraan'abal rn ems or Base Flood Elevations tars, stemma Roodways nevi Lean dstermned users re enootira.ed lu canton tile Flood PhAles at* FWudray Ow .:wits Summery ur Shames' Elands* tapes wrested eaten me flood estates Study (FIST Regal that acttimpawn was FIRM Uses should be are eat WE, SSA OR tete FIRM represent roweled .ttteh,a sfewtpss Tome BFEs es intended for loud mance rang buitale* only aSW thiaAd not be used as the scar source d load etevsetn wsomalion At'.a fingly eau! ttnta do sea presented in the FIS Rayon would to nested m ccslµ nciorl Ter+ the FIRM lot purposes of comfit uW(xl and'of luoddtean menajem.it Comae time Mood Elaalions norm on sin map &poly ,My Simard a 0 0 Norm American Vertical Datum al 1144 ,NAVO Me) Users of the FIRM shoal be an thl coatal Flood Sens ma also cro.ded in the Sin my d SMwle Ele'.eons lane nibs Flood insurance Study Report la tan )wadcuon Eleyaooni emdMtIna Summary d Steams. Flewaons table Mould be used Mr donrrurson indoor Raadpfummi management purposes when they we higher mall the elevations 'need on Ina I IRM doses or the Roodw.ys net cnrputtad In Miss sectens .sew 4'wpotled Delta flat sedan Tne focOssys were Oast on Innate( coasde. .rat• wish MONO 10 regyea Tents o! the NtlioS Food Ma(nence Program Fl000way nibs and Otto paMlenl doo0w 1 data are provided in the Flood Insurance Study Report for Ira )vMd►son Certain sees not in Spine Mood Hattard Meat may be prOWdeo by Goad coeva Wauceees Rafe to Seance 2 4 -rrod br«ea.tn Maserree at en FOX insvtsrlle Study Ryon toe tteo nibOn on hood canton M•upur.s Par ins , seolcson The ptojet an used in the oeperahon or ties map Miss Universal Tress. so Meteor IUTSAI zone 13 The horizontal daiwa was NAB 83. 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C•J II SEE MAP NNOEt FOR F'.RM PANEL LAYOUT) .4hiftr� tamery WNW mists vas m fists God aria rat y us SNOOP ae'r 11% 1 MILD teats Carla Mite 1 tam to Use The Mop Ihrombe. ',gown boos waal be as *ten pf ong 'Tap crams tie Commeos Ny tionsbes hewn stye should be used on insuretca applweans for the sateen aawnunt y MAP NUMBER 08123C1730E EFFECTIVE DATE JANUARY 20, 2016 • Fett& Fraease.c3 MacaazaaeeI %fleecy Calculation of Peak Runoff using Rational Method Designer: Company: Date: 7/8/2022 Project: Location: Version 2.00 released May 2017 Cells of this color are for required user -input Cells of this color are for optional override values Cells of this color are for calculated results based on overrides t 5033 0.395(1.1 - CO).jt Lt Lt tt 60K, 601/1 Computed L. =t,+tt Lt Regional t = (26 — 17i) + 60(141+ 9).\i S t tu,;uu„uu,= 5 (urban) trr„r,,rrtur„= 10 (non -urban) Selected t, = max(tr,,;r;u,um , min(Computed tc,Regional t )j Seleci UDFCD location for NOAA Atlas 14 Rainfall Depths from the pulldown list OR enter your own depths obtained from the NOAA website (click this link) 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr 1 -hour rainfall depth, P1 (In) =j 0.83 .1 1.09 .1 1.33 .1 1.69 I 1.99 I 2.31 .1 3.14 Rainfall Intensity Equation Coefficients = a b c 28.50 10.00 0.786 I(in/Itr) = ch + tc)° Q(cfs) = CIA Subcatchment Name Area (ac) NRCS Hydrologic Soil Group Percent Imperviousnes s Runoff Coefficient, C Overland (Initial) Flow Time Channel zed (Travel) Flow Time Time of Concentration Rainfall Intensity, I (in/hr) Peak Flow, Q (cfs) 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr Overland Flow Length L (ft) U/S Elevation (ft) (Olr:icmali D/S Elevation (ft) (Ol,:ionsJi Overland Flow Slope S, (ft/ft) Overland Flow Time t, (min) Channelized Flow Length L, (ft) U/S Elevation (ft) ,_O;,tint,t1; D/S Elevation (ft) (c:ir:ionaI; Channelized Flow Slope Sr {Ft/ft) NRCS Conveyance Factor K Channelized Flow Velocity Vt(ft/sec) Channelized Flow Time t, (min) Computed t,(min) Regional tc(min) Selected tc(min) 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr Al 26.60 A 2.53 0.01 0.01 0.01 0.01 0.05 0 13 0.27 68 0.020 12 94 1891 0.015 5 0.61 51 47 64.40 53 08 53.08 0.90 1.20 1.46 1.85 2.18 2.53 3.44 0.17 0.25 0.37 0.70 2.71 8.74 24.76 X1 26.60 A 2.00 0.01 0.01 0.01 0.01 0.04 0.13 0.27 68 0.020 12.96 1891 0.015 5 0.61 51.47 64.43 53.39 53.39 0.90 1.19 1.45 1.85 2.17 2.52 3.43 0.12 0.19 0.27 0.53 2.43 8.43 24.36 Area -Weighted Runoff Coefficient Calculations • Version 2.00 released May 2017 Designer: Company: Date: 7/8/2022 Project: Location: Subcatchment Name Al LE GEND : Flow Direction C at chni eat B oimday e Cells of this color are for required user -input Cells of this color are for optional override values Cells of this color are for calculated results based on overrides See sheet "Design Info" for imperviousness -based runoff coefficient values. Sub ID -Area Area (ac) Hydrologic Soil MRCS Group Imperviousness Percent Runoff Coefficient, C 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 500-yr ACCESS 0.27 A 40.0 0.25 0.27 0.28 0.32 0.37 0.42 0.51 PADS 0.04 A 100.0 0.84 0.86 0.87 0.88 0.88 0.89 0.90 FIELD 26.29 A 2.0 0.01 0.01 0.01 0.01 0.04 0.13 0.27 26.60 Total Area (ac) 26.60 Area Area -Weighted -Weighted C Override C 0.01 0.01 0.01 0.02 0.05 0.13 0.27 0.01 0.01 0.01 0.02 0.05 0.13 0.27 1 r.. fQ- WELD COUNTY ROAD 35 PIVOT SOLAR MCGREGOR-DAVIS PARCEL PROJECT i a 1529 MARKET STREET EN E RTI SUITE 200 DENVER, CO 80202 LitiNSULliNu 6OOn LLC (720) 250-8305 FIGURE 1 - PROXIMITY MAP & DESIGNATED TRAVEL ROUTE PIVOT ENERGY SOLAR FARM ON MCGREGOR-DAVIS PARCEL WELD COUNTY, COLORADO DATE: 3/21/2022 SCALE: 1" = 2,000' BY: NS I. Pivot Energy Pivot Solar 33 LLC — Dust Mitigation Plan Stormwater best management practices will be followed to mitigate dust and debris during the construction process. Construction staff are responsible for dust control and will determine which of the following methods are needed to accommodate the specific site and weather conditions: • Sprinkling/irrigation- Sprinkle ground surface with water to moisten the area and control dust. Extra watering may be considered for haul roads and other traffic routes. • Vegetative cover- Vegetative cover may be used in areas where construction staff do not designate for vehicle traffic. Vegetative cover can help reduce wind velocity at the ground surface, therefore reducing dust accumulation. • Mulch- The use of mulch may be used as a useful dust control method for a recently disturbed area. • Wind breaks- Wind break barriers might be used to reduce the intensity of the wind throughout the site. • Stone- Stone may be used atop portions of the site to reduce the amount of dust that will be kicked up into the air. pivotenergy.net NLS) COUNT". Ct) Weld County PROPERTY PORTAL Property Information (970) 400-3650 Technical Support (970) 4O0-4357 Tools Identify Measure Draw Advanced Tool Labels x • • • t Q Layers Home Legend Results Show Layers Owner Address Account # Parcel #t S -T -R Search by All Layers flood O Filter x Awe- Layers p - FEMA FIRM Base Rood Elevations fl Zone A Floodplain - 500 Year Floodplain - 100 Year p Floodplain - 100 Year Zone AE p �\, Floodplain - 100 Year Flood way ® Floodplain - 100 Year Zone AH p Hoodplain - 100 Year Zone AO D Preliminary Floodplain - FEMA Owner: MCGREGOR .. t WKID: 4326 Lai/Long A Lat 40.32477° N Len: 104.74513° W 0 Basemaps 300 BOOR cl+ Subdivision Adv. Search Data Seaton Pan Initial View hint Tools Identify Point Weld County GIS J [� Weld County Disclaimer Help I. Pivot Energy Pivot Solar 33 LLC - Landscape and Screening Plan Pivot Solar 33 LLC is being constructed near the intersection of Weld County Road 35 and CanAm Highway. The site is approximately 75 acres and is located directly north of Pivot Solar 23. Other nearby uses include center pivot agriculture, as well as an existing oil and gas well onsite. Solar facilities present a low profile, especially when compared to other operational energy and commercial facilities already present on and near the property. As such, these installations generate very little visual impact to neighboring properties and typically require little in the way of visual buffering. The main strategy employed to lessen visual impact of the proposed installation is to site the facility at the greatest feasible distance from any residences on neighboring properties and from the right-of-way. The solar site is strategically designed on the site to be situated on the far east side of the parcel. The applicant intends to provide a 500 -foot buffer between the solar equipment and any neighboring residential parcels. The In addition, the applicant proposes to surround the facility with a decorative, wildlife friendly game fence which will serve to break up the visual impact of the facility when viewed from adjoining properties. Within the fence line and on any other areas disturbed during construction, applicant will establish native, low -growth grasses in keeping with vegetation common for the area to allow the project area to blend in with the surroundings. pivotenergy.net I. Pivot Energy Pivot Solar 33 LLC — Dust Mitigation Plan Stormwater best management practices will be followed to mitigate dust and debris during the construction process. Construction staff are responsible for dust control and will determine which of the following methods are needed to accommodate the specific site and weather conditions: • Sprinkling/irrigation- Sprinkle ground surface with water to moisten the area and control dust. Extra watering may be considered for haul roads and other traffic routes. • Vegetative cover- Vegetative cover may be used in areas where construction staff do not designate for vehicle traffic. Vegetative cover can help reduce wind velocity at the ground surface, therefore reducing dust accumulation. • Mulch- The use of mulch may be used as a useful dust control method for a recently disturbed area. • Wind breaks- Wind break barriers might be used to reduce the intensity of the wind throughout the site. • Stone- Stone may be used atop portions of the site to reduce the amount of dust that will be kicked up into the air. pivotenergy.net Xcel Energy® Garden ID: SRC087289 8/9/2022 Pivot Solar 33 LLC 1750 15th st, Suite 400, Denver, CO 80202 Xcel Energy Solar*Rewards Community Reservation Letter Thank you for your interest in the Solar*Rewards Community program. We are pleased to offer you aRenewable Energy Credit (REC) price of $0.0521000per kWh produced (from subscribed garden capacity). This is contingent upon approval of the completed photovoltaic project as specified below. The REC payments will be made payable to Pivot Solar 33 LLC. If the final system size varies from these specifications by more than 10%, your application will be declined. Garden Location: (40.323885, -104.731981), La Salle, CO 80645 La Sallc CO 80645 System size: 6124.80(kW DC PVWatts annual energy production estimate: 10630809.00 kWh The REC price and reservation are valid for 18 months from the date the project is accepted into the program. If your project is not completed within 18 months, your application deposit will be forfeited and your application will be declined. You can re -apply if you are still interested, but the project will be subject to current program availability and incentive levels. Please sign this letter and upload to the application website. If you have questions, you can contact us at solarrewardscommunity (dlcelenergy.com. I hereby confirm and accept this Reservation Letter to secure the offer: Subscriber Organization Printer Name Subscriber OrganizationSignature: Date 8 / 9 / 2022 Pivot Solar 33 LLC Pivot Pivot Solar 33 LLC — Development Standards Statement Energy The statement shall demonstrate how the proposed facility complies with the following development standards for Solar Energy Facilities: 1. Height limitation. Ground -mounted solar collectors shall not exceed twenty-five (25) feet in height, measured from the highest grade below each solar panel to the highest extent of the solar panel rotation. The ground -mounted solar facility will not exceed 25 feet in height, as measured from the highest grade below each solar panel to the highest extent of the solar panel rotation. 2. Glare. Concentrated solar glare from solar collectors shall not be directed toward or onto nearby properties or roadways at any time of the day. A glare study using ForgeSolar has determined that there are no glare concerns with the proposed project in the desired location. 3. Setbacks. The improved area shall conform to the setback requirements of the underlying zone. Additionally, the improved area must be at least five hundred (500) feet from existing residential buildings and residential lots of a platted subdivision or planned unit development. The residential setback requirement may be reduced if appropriate screening through landscape or an opaque fence is installed, or upon submittal to Weld County of a waiver or informed consent signed by the residence owner agreeing to the lesser setback. If landscaping or opaque fencing is substituted for setback, a landscaping plan or fencing plan shall first be submitted to and approved by the Department of Planning Services. Pivot acknowledges the Agricultural zone requirements. The improved area will be at least 500 feet from existing residential buildings and residential lots of a platted subdivision or planned unit development. 4. Dust mitigation. The operators of the 5 ACRE SEF shall continuously employ the practices for control of fugitive dust detailed in their dust mitigation plan submitted as required by Subsection B.2., above. Please see the attached Dust and Weed Mitigation Plan that lays out the employment of practices for control of fugitive dust. 5. Underground cables. All electrical cables on the improved area shall be buried, except for direct current string wires that connect between solar collectors, direct current collection circuits between rows of solar arrays that are no more than four (4) feet above grade crossings, substations, switchyards, and circuit voltages greater than 34.5 kilovolts pivotenergy.net Pivot Pivot Solar 33 LLC — Development Standards Statement Energy (where necessary). Our DC circuits will be mostly in above ground CAB which typically is 42" above grade (minimum). Our low voltage AC circuits will all be buried but, as of now, our plan is to have our medium voltage (12.47kV) interconnection equipment on overhead poles. 6. Fencing. The 5 ACRE SEF shall be enclosed with a security fence as approved pursuant to a fencing plan submitted to the Department of Planning Services. Appropriate signage shall be placed upon such fencing that warns the public of the high voltage therein. The solar facility will be surrounded by an 8 -foot wildlife -friendly game fence. Please see the Landscape and Fencing plan for additional information. 7. Stormwater management. The Operator of the 5 ACRE SEF shall submit a drainage report to comply with required Storm Drainage Criteria pursuant to Chapter 8, Article XI of this Code. Additional requirements for Municipal Separate Storm Sewer System (MS4) areas may be applicable pursuant to Chapter 8, Article IX of this Code. Ground -mounted solar collector systems shall be exempt from impervious surface calculations if the soil under the collectors is designated hydrologic A or B soil groups by the Natural Resources Conservation Service (NRCS). Please see the Drainage Report that has been submitted as part of the initial application for additional information. 8. Access permit. Prior to construction of the 5 ACRE SEF, the applicant shall apply for and obtain an approved Access Permit from the Weld County Department of Public Works, pursuant to the provisions of Article XIV of Chapter 8 of this Code. If required, Pivot will apply for and obtain an Access Permit from Weld County Public Works prior to development. 9. Existing irrigation systems. The nature and location or expansion of the 5 ACRE SEF must not unreasonably interfere with any irrigation systems on or adjacent to the solar facility. Only well water with limited pumping rights on site. SEF will not affect irrigation. pivotenergy.net Pivot Solar 33 LLC — Additional Miscellaneous Questions The following questions provide additional context about our proposed project. These questions were noted in our completeness review for a separate project. 1. What is the 'Reservation Letter'? This is a proxy for the interconnection letter (which is still in process). We are using this to demonstrate that Xcel Energy has awarded the project to Pivot. 2. Provide a Utility Company Interconnection Agreement. This is in process. Reservation Letter attached in lieu. 3. How many solar panels will there be on the site? -11,000 4. What equipment will be on the site during construction. Construction trailer? Cargo Containers? Job trailer (unlikely but dependent on contactor preference) 40' Conex (1-2) Telehandler (1) Skidsteer (1-2) Mini excavator (1) pile drivers (1-2) 5. What is the lighting plan? Will there be lighting on the site during construction? N/A. No onsite lighting. 6. Address how the cables will be underground per Section 23-4-1030.C.5. Our DC circuits will be mostly in above ground CAB which typically is 42" above grade (minimum). Our low voltage AC circuits will all be buried but, as of now, our plan is to have our medium voltage (12.47kV) interconnection equipment on overhead poles. I. Pivot Energy Pivot Solar 33 LLC — Alternatives Statement Pivot has researched alternatives to the proposed location, and it has been adequately assessed that the proposed site is the best location for the solar facility. Many other sites in Weld County have been assessed, as well as other locations throughout the state of Colorado. The Davis - McGregor site was chosen due to some of the following important factors: - The site's proximity to Xcel Energy distribution infrastructure - Flat topography - No geotechnical constraints noted on the site (as of now). A geotechnical study and report are currently in progress - Landowner interest and participation to host a solar facility on their land pivotenergy.net Outstanding items and questions on USR23-0006. 0007 and 0008 (Solar Energy Facilities) PS 33 (USR23-0007), PS 35 (USR23-0006), and PS 36 (USR23-0008) All three: 1. Provide further explanation on how the project is committed to donating 100% of the energy produced to low-income Coloradans to assist in paying the energy bills. Typical structure (simplified) Project sells energy and RECs to the utility ...at a low rate, to be competitive in the RFP solicitation. 1�n Subscriber receives energy bill credits on utility bill Subscriber contracts with community solar purchase bill credits ...at a higher rate to generate enough revenue to support the project. REC= Renewable Energy Credit Subscriber receives energy and bill from utility as usual Pivot Structure (specific to this project) Project sells energy and RECs to the utility...at a higher rate. Subscriber receives energy bill credits on utility bill Subscriber contracts with community solar. purchase bill credits Because Pivot is "selling" RFC's `-- to the Utility at a higher rate, that revenue is enough to cover the cost of building and operating the project and as such we are able to donate 100% of the associated bill credits to hardworking low and moderate income Coloradans. REC= Renewable Energy Credit Subscriber receives energy and bill from utility as usual 2. Provide the Mineral owners notification. • Complete, forthcoming 3. Is there water on site for irrigation? What kind — well, district? • 0007 — yes, well & district. We are working with the landowner to convert the center pivot to flood irrigation for the remaining acreage outside of the SEF. • 0006 — no. 0008 — yes — working to figure this out. 4. Will the site be farmed during the use of the SEF? After the use of the SEF? All — the sites will be grazed during SEF operation & returned to agricultural use per the decommissioning plan at the end of the lease term • 0007, 0008 where water is available, the remaining acreage of the sites will continue to be farmed 5. State why the decommissioning dollar amount is the same for all three. • The decommissioning dollar amount should be slightly reduced for 0006 as it is a slightly io smaller system size 6. Which power lines are you inter -connecting with? 0007, 0008 — existing lines on West side of CR35 • 0006 — existing lines on East side of CR33 7. Are the seed mixtures approved by the NRCS? • I'm not sure if NRCS "approves" seed mixes, but they are created by professional botanists. One that we often use is described as follows: The Fuzz & Buzz Mix - Standard was developed to address the unique nutritional needs of sheep, while providing a low -growing, easily maintained and sustainable vegetation solution for solar installations. The plant species were chosen with guidance from the American Solar Grazing Association (ASGA). The wildflowers in this mix support pollinators. Mix formulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. • I'll check into NRCS approval status. 8. Any phasing of the construction? • No — each of these is one single site and will be built in a single phase. 9. What are the specs of a deer fence and is it the same as a game -friendly fence? • Deer fence specs are shown on USR plansets and are the same as a game friendly fence. 8' tall with cedar posts and thin wire mesh. Molly: USR23-0007 1. Include map layout showing the panels a. Forthcoming 2. Verify the number of solar panels, as it is not stated in the application. a. The drainage narrative states 12MW facility with 25,000 solar panels. The questionnaire states 5MW facility. Which is correct? Are there going to be 25,000 solar panels onsite? • 5MW facility, we expect there to be between 11,000-11,500 panels. We'll update the drainage narrative. 3. Is there water on site for irrigation? What are you using the water tank for? a. Clarify the meaning behind the following map note "IRRIGATION WILL LARGELY BE DEPENDENT UPON DRY LAND IRRIGATION; HOWEVER, THE PROJECT IS RESERVING THE POSSIBILITY OF USING A WATER TANK IN THE EVENT OF N EED. WATER TANK WATERING WILL PROVE DIFFICULT AS IT MAY ONLY BE U SED ON OUTSIDE PERIPHERY OF THE PROPERTY OR DESIGNATED EMERGENCY ROAD TO AVOID DAMAGING SEED BEDS." b. We'll follow up with our civil engineer on this question. 4. Provide information about the map note regarding a prairie dog colony. Are you removing the prairie dogs? If so, how? State what is happening with the prairie dogs. a. We'll follow up with our civil engineer on this question. 5. Confirm the USR boundaries - Draft plat shows overlapping with the ZPSF — Are the two being combined? a. We'll follow up with our civil engineer on this question. 6. Confirm where the oil and gas facilities are. They are shown in different locations (first and third page). Which is correct? a. We'll follow up with our civil engineer on this question. 7. Include setbacks from oil and gas wells, being 50 ft. a. Submit an email from Oil and Gas agency that they accept the 50 foot setbacks. Maxwell Nader <mnader@weldgov.com> to Jason, Tom: me, Eli, Michael, Kim, Julia, Lucas, Jonathan, Rick, Brielle • Kyle and others, Mon, Apr 25, 2022, 7:18AM * After further discussion Weld County staff will not enforce setbacks related to solar infrastructure and oil and gas infrastructure. An agreement between the property owner/oil and gas entity/solar entity may or may not be needed depending on the parties involved. In other words the County is not involved in what will be a third party agreement. Let me know if you have further questions on this. Best. Maxwell Nader Planner II 1555 N 17th Ave Greeley, CO 80631 mnader@weldgov.com Phone: (970)-400-3527 b. Based on the above information from Weld County, Pivot has respected commercially reasonable setbacks given our distinction as a "utility" but does not intend to get a formal "approval" from the O&G companies. 8. Confirm access road in CDOT ROW — Is there an easement agreement, or CDOT sign off in some form (if so, please provide). a. All projects have access permits already - 0007 and 0008 with Weld County and 0006 with City of Evans. We are not aware of any CDOT requirement. Chris: USR23-0008 1. Include map layout showing the panels • Forthcoming 2. Verify acreage and number of panels • Forthcoming 3. Include setbacks from oil and gas wells, being 50 ft. • Same response as above (7.b) 4. Submit email from Oil and Gas agency that they accept the 50 foot setbacks. • Same response as above (7.b) Please note that additional questions may arise when we received the responses on the above inquiries. Notice of Inquiry Weld County Pre -application Case # PRE22-0137 Date of Inquiry 06-01-2022 Municipality Evans IGA Name of Person Inquiring Pivot Energy LLC c/o Kyle Sundman Property Owner Roberta McGregor & Dorothy Davis Planner Maxwell Nader Planner Phone Number 970-400-3527 Planner Email Address mnader@weldgov.com Legal Description Lot B of Recorded Exemption RE -446; being part of the SW4 of Section 12, T4N, R66W of the 6th P.M., Weld County, CO Parcel Numbers 105712000081 & 105712000082 Nearest Intersection CR 35 and CR 46 Type of Inquiry 5 MW Solar Facility The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental Agreement/Coordinated Planning Agreement Boundary. J -- County Planner's signature Would you like to pursue annexation of this property? NO X YES Date of Contact June 13, 2022 Comments: This project is outside the City's Future Land Use Map area. Please work with LaSalle Signature of Municipality Representative Title Date Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services. Weld County Planning Department 1555 N 17th Ave, Greeley, CO 8O631 - (97O) 4OO-61OO - (97O) 3O4-6498 Fax 20181107 From: Anne Best -Johnson To: Tom Parko Jr. Cc: Maxwell Nader; Barb Brunk Subject: RE: PRE22-0137 LaSalle and Evans Date: Thursday, June 16, 2022 11:18:15 AM Attachments: image001.ipq EVANS NOI.pdf Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. See the City of Evans' referral attached. Have the applicant speak with LaSalle. From: Tom Parko Jr. <tparko@weldgov.com> Sent: Monday, June 13, 2022 1:43 PM To: Anne Best -Johnson <abjohnson@evanscolorado.gov> Cc: Maxwell Nader <mnader@weldgov.com> Subject: FW: PRE22-0137 LaSalle and Evans CAUTION: EXTERNAL EMAIL Anne, Good afternoon. Please see below and attached. I just got back from vacation today so my apologies for not sending this sooner. Sincerely, Tom Parko Director, Dept. of Planning Services Weld County From: Maxwell Nader <mnader@weldgov.com> Sent: Wednesday, June 1, 2022 2:05 PM To: Tom Parko Jr. <tparko@weldgov.com> Subject: PRE22-0137 LaSalle and Evans Tom, Met with Pivot Energy LLC regarding a 5 MW Solar Facility— USR. This is located in the LaSalle and Evans IGAs. Best, Maxwell Nader Planner II 1555 N 17th Ave Greeley, CO 80631 mnader@weldgov.com Phone: (970)-400-3527 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. Notice of Inquiry Weld County Pre -application Case # PRE22-0137 Date of Inquiry 06-01-2022 Municipality La Salle IGA Name of Person Inquiring Pivot Energy LLC c/o Kyle Sundman Property Owner Roberta McGregor & Dorothy Davis Planner Maxwell Nader Planner Phone Number 970-400-3527 Planner Email Address mnader@weldgov.com Legal Description Lot B of Recorded Exemption RE -446; being part of the SW4 of Section 12, T4N, R66W of the 6th P.M., Weld County, CO Parcel Numbers 105712000081 & 105712000082 Nearest Intersection CR 35 and CR 46 Type of Inquiry 5 MW Solar Facility The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental Agreement/Coordinated Planning Agreement Boundary. J -- County Planner's signature Would you like to pursue annexation of this property? NO X YES Date of Contact January 2023 Comments: This property is not eligible for Annexation at this time. Please send the Town of LaSalle a referral as part of the review process so we may comment on the details of the proposal. Town Planner 1/19/2023 Signature of Municipality Representative Title Date Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services. Weld County Planning Department 1555 N 17th Ave, Greeley, CO 8O631 - (97O) 4OO-61OO - (97O) 3O4-6498 Fax 20181107 Weld County Treasurer Statement of Taxes Due Account Number R4395486 Assessed To Parcel 105712000081 DAVIS DOROTHY J (50% [NT) 22440 COUNTY ROAD 35 LA SALLE, CO 80645-7807 Legal Description 17069 N2SW4 W OF RR 12-4-66 PT REC EXMPT RE -446 EXC BEG 42 13'S FROM W4 COR OF SEC CONT S235.65' E184.85' N235.65' THENCE W184.85' TO BEG ( I R 3L) Situs Address 22440 COUNTY ROAD 35 WELD Year Tax Interest Tax Charge Fccs Payments Balance 2021 $1,974.98 Total Tax Charge $0.00 $0.00 ($1,974.98) $0.00 $0.00 Grand Total Due as of 08/02/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 2878 - 2878 Authority WELD COUNTY SCHOOL DIST REI NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD CENTRAL COLO WATER WELL (CC LASALLE FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy Amount Values 15.0380000* $490 56 17 1870000* $560 64 10000000 $32 62 1.4040000 $45 80 AG -SPRINKLER IRRIGATED LAND FARM/RANCH RESIDENCE -IMPS OTHER BLDGS.- AGRICULTURAL 21890000 $71.40 Total 9.0340000 $294.69 5 1540000 $168.12 6.3420000 $206 87 3 1970000 $104.28 60.5450000 $1,974.98 Actual Assessed $57,866 $16,780 $105,454 $7,540 $28,608 $8,300 $191,928 $32,620 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY, REAL PROPERTY, AND MOBILE HOMES - AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS. PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH. Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Signed: z04 Date: Weld County Treasurer Statement of Taxes Due Account Number R4395586 Parcel 105712000082 Assessed To DAVIS DOROTHY J (50% [NT) 22440 COUNTY ROAD 35 LA SALLE, CO 80645-7807 Legal Description Situs Address I 7069-C PT S2SW4 12-4-66 PT REC EXEMPT RE -446 LYING W OF RR EXC BEG 935 8'N & 580O46'E 542 43' OF SW COR SEC S80D46'E 260 92' TOW R/W HWY S40D59'W 392 69' N338 26' TO BEG ALSO EXC BEG 1020 8'N & $65D 14'E 33 03' OF SW COR SEC $65D 14'E 220 23' S 153 9' W200' N246 1 I' TO BEG ( 84) Year Tax Interest Fees Payments Balance Tax Charge 2021 $170.08 $0.00 $0.00 ($170 08) $0.00 Total Tax Charge $0 00 Grand Total Due as of 08/02/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 2881 - 2881 Authority WELD COUNTY SCHOOL DIST REI NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD CENTRAL COLO WATER WELL (CC LASALLE FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY WEST GREELEY CONSERVATION Taxes Billed 2021 * Credit Levy Mill Levy 15.0380000* 17 1870000* 10000000 1.4040000 2.1890000 9.0340000 5.1540000 6.3420000 3 1970000 0.4140000 Amount Values $41.97 AG -FLOOD $47.95 IRRRIGATED LAND $2.79 Total $3.92 $6.10 $25.20 $14.38 $1769 $8.92 $1.16 60 9590000 $170 08 Actual Assessed $9,621 $2,790 $9,621 $2,790 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY, REAL PROPERTY, AND MOBILE HOMES - AUGUST 1 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS. PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Signed: Date: Weld County Treasurer Statement of Taxes Due Account Number R8944210 Parcel 105712300007 Assessed To DAVIS DOROTHY J 22440 COUNTY ROAD 35 LA SALLE, CO 80645-7807 Legal Description Situs Address PT SW4 12 4 66 PT REC EXEMPT LOT B RE -446 BEG 935.80'N & S80D46'E 542.43' FROM SW COR OF SEC S80D46'E 260.92' TO W R/W HWY S40D59'W 392.69' N338 26' TO BEG Year Tax Tax Charge Interest Fees Payments Balance 2021 $187.98 $0.00 $0.00 ($187.98) $0.00 Total Tax Charge $0.00 Grand Total Due as of 08/02/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 0138 - 0138 Authority WELD COUNTY SCHOOL DIST REl NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD LASALLE FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY WEST GREELEY CONSERVATION Taxes Billed 2021 * Credit Levy Mill Levy 15.0380000* 17.1870000* 1 0000000 14040000 2 1890000 5 1540000 6 3420000 3.1970000 0.4140000 Amount Values $54.44 SINGLE FAM.RES.- $62.23 LAND $3.62 Total $5.08 $7.92 $18.66 $22.96 $11.57 $1.50 51.9250000 $187.98 Actual Assessed $50,655 $3,620 $50,655 $3,620 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 CASHIERS CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS. PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH. Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Signed: Date: t]? o7Q9 Hello